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Plans (13) BU P2018 -00188 4014 iS7 S7. 1 072400-EIFS t ' b7 24 00 RIGID INSULATION 1111 . - (E)CONC COLUMN BEYOND 4 ,. _- . .. bassettir h n 2 112" 07 24 00 FLUID APPLIED �~ REE AIIR AS REQUIRED a chitects ! AIR BARRIER \ �— 07 24 00 EIFS SEALANT PER MFR �'I� J\ / 07 92 00 SEALANT AND �i �— 07 24 00-EIFS \ I1 _ �N -~ OVERLAPPING&REPAIR EXISTING v BACKER ROD 1-4" �� WI WEEP HOLES @ 12"OC I._. EFIS&AS REQUIRED PER MFR 721 NW 9TH Ave, Suite 350 _=r - (E)WALL, 07 24 00-RIGID INSULATION Portland, Oregon 97209 07 62 00-PREFINISHED _ _- _ ...,, :. •` / PROTECT& 07 24 00 SELF ADHERED T (206) 340 9500 F (206) 340 9519 FLASHING REPAIR AS MEMBRANE DEMO LINE di �, 1 M RANE FLASHING �! 07 95 13-EXPANSION JOINT REQUIRED ilii `� PER DEMO nijCOVER ASSEMBLIES 1 _ 07 62 00-PREFINISHED• l f ��� FLASHING 07 62 00-PREFINISHED 07 62 00-PREFINISHED _ ,:.: i-- CIVIL ENGINEER & LANDSCAPE FLASHING \ 114 i' i 07 24 00 SELF ADHERED BREAK DINT COVERL EXPANSION Cardno MEMBRANE FLASHING T O PLATE _4 -� • /,,._:_ce VI 111=1E111 1 112" 9" 6720 SW Macadam Ave Suite 200, \ — — — — ._,-.,--1.-;: ',r 2X6 ~- _ ' _ — 07 92 00-SEALANT AND I 07 95 13 MEMBRANE • ' y // Portland, OR 97219 PER ELEV - If' BACKER ROD FLASHINGI T(503)-419-2500 AI2 1/2" '• `�-`` ` I' WI WEEP HOLES @ 12"OC -11-__‘;- ,=.1 II _ �, I -� 6" x �"' 07 24 00 SELF ADHERED \ LI =� STRUCTURAL ENGINEER T 0 STUD N SEISMIC JOINT :;' �� MEMBRANE FLASHING 07 95 13 INSULATED VAPOR N \ N. 11 I BARRIER T', Catena Engineers , \ 06 10 00 1"PLYWOOD 1i II I _ 9 10' ��� 'i� �I'--:'-� _-`` FRT � _ - _ ' - _ ' ' i 1,�„ " ,i-�\ 1500 NE Irvin St., Suite 412 - u Portland, OR 97232 — _. f6 7" 6 T(503) 467 4980 / n/ _� 07 95 13 FLASHINGI 17) _- MEMBRANE ® ! MECHANICAL ELECTRICAL & 07 54 23 ROOFING /2X4 V2X4 - {-�- , C FLASHING 1 r • - _ 1-- MEMBRANE PLUMBING ENGINEER I imac Gu 4 07 24 00-SELF ADHERED _ i`I - " ', 07 95 13-INSULATED VAPOR111 41 I [ I 6" • / 900 SW Fifth Ave., Suite 1600 MEMBRANE FLASHING j I - •,'' / _•_,+ .+ BARRIER _I,- •� it 'r2 "z > Portland, OR 7204 \ 06 10 00- 112"PLYWOOD —f ±J -- / ♦ :'~ 47 95 13 FIRE BLANKET _ r - I - - - - - T O PLATE T(503)-227-5280 FRT ..- 4‘, , ,�.� I -\ II} 07 21 00 RIGID INSULATION / i /' I- �� �� �, 7. 05 40 00 EXTERIOR WALL �' r "V( �� j PER ELEV FOOD SERVICE CONSULTANT 1 � - ., I SHEATHING a �M N Webb Foodservice Design D5 40 00 EXTERIOR WALL L ; ,.=.' �� ������`;�, I ��� g . r v SHEATHING - I- -; �� �� _ •., �� � - -.)___‘.vPortland, OR 97202 05 40 00-6"METAL STUDS I ` 3700 5E Lafayette Ct. 2 LAYERS I 1\?"----- 4,_,;-1 T(503)-236-8566 05 40 00-4"METAL - • 09 21 16 GWB (2) LAYERS - __ err ' • .,- ,. • STUDS \ ACOUSTIC &AV CONSULTANT I ` 2x4 2X4 \ ' The Greenbusch Group 1 112" WF PER STRUCT 112" I - - : '• A XX �� �� _ 06 10 00-BLOCKING 1900 W. Nickerson St„ Suite 201 Seattle,WA 98119 r ` i� - _I ` 07 24 00 SELF ADHERED T 206-378-0569 SEISMIC JOINT SECT - EXIST GYMS WALL - GRID S6 ,� ►�. v. �=:_' _LLQ MEMBRANE FLASHING 143" = • 0 I 07 54 23-THERMAL PLASTIC COST CONSULTANT 1 -0 � � .'7 i -moi-- MEMBRANE ROOFING WRAP Construction Focus OVER TOP OF CURB 740 Almaden St. 07 54 23 THERMOPLASTIC Eugene, OR 97402 07 24 00 EIFS ROOFING T 541-686-2031 I 06 10 00 112 PLYWOOD FRT — 07 24 00-RIGID INSULATION - 07 52 23-ROOF COVER I ,-, � 07 21 00 RIGID INSULATION /' '�'--1 07 24 00 FLUID APPLIED AIR 07 95 13 FIRE BLANKET BOARD / BARRIER 05 40 00 EXTERIOR WAI/ILL .� 67 54 23-VAPOR RETARDER 07 54 23 POLYISO BOARD ��Ake$O, 05 12 00-STEEL BEAM, I / 07 24 OD SELF ADHERED SHEATHING ���� 1 TEMPORARY ROOF INSULATION COORD WI STRUCT DWGS I •_ ( i� MEMBRANE FLASHING !.• NAC •::;-;f:r � LORNE!1icCfl� 09 21 16 GWB X D7 92 00 SEALANT AND 05 40 00 8"METAL STUDS Z / ' r._•,,,___________------- \ SHEATHING EXTERIOR WALL BOARD P."5 I 07 54 23-THERMAL BARRIER .ease 9! n (2)LAYERS BACKER ROD ` ROOF TYPE PER w WI WEEP HOLES @ 12"OC 06 10 00 BLOCKING -- 07 54 23- HOT WELD ROOF PLAN SEA E,WA I - — �a. \ 07 62 00-PREFINISHED I L Eiz_xx) � FLASHING \ -:.-..:1 07 95 13 MEMBRANE 07 62 00-PREFINISHED 10 112 + / /(- 6" 2X4 2X41 ' iii„iiia 0 /2 1 B FLASHING FIELD VERIFY L __ �, : ;_ _ •:�..:..:_:_ _. :' t.-., 1 - BREAK METAL EXPANSION 2112” SEISMIC JOINT ` 1 07 95 13-INSULATED VAPOR JOINT COVER _ BARRIER ffI I - - 06 10 00-2X BLOCKING = i; _ - -- 07 9513-FIRE BLANKET tom- -\---7T-_.,:'....---..,\ 4X4 v 1�" / , I I I 1= ;..., - ,-. \k\ ii- )( 6" . 1/2"/�2• I �� .,. . -r [ / I f I 1 I > T O PLATE - - - - - - - - 4X4 � _ _ - - ! • ■■R PER ELEV 3 06 10 00 BLOCKING • \I\ �� 06 10 00 1"PLYWOOD FRT ' _ - �, -1 N - \ -, ' 2X10 i 07 54 23 THERMAL PLASTIC - ----�� o.. �� \ i i/" MEMBRANE ROOFING WRAP WALL FINISH (EFIS) 05 40 00-6"METAL STUDS - \ --I I ...,r . �ZX4`J2X4\ �� OVER TOP OF CURB DEMOLITION LINE PER I -- DEMOLITION 05 31 00-NON-COMPOSITE ♦ ♦� _': - 07 24 00-SELF ADHERED MEMBRANE FLASHING ELEVATION �� ROOF DECK � I (E)WALL SUBSTRATE, 05 12 00 BENT PLATE, - '-',/ �,� 06 10 00 112" PLYWOOD FRT �� PROTECT&REPAIR AS COORD WI STRUCT DWGS �� Ne . I,�• 07 21 00-RIGID INSULATION REQUIRED 05 12 00-STEEL BEAM, COORD WI STRUCT DWGS �`�`�" 121/2" _ SEISMIC JOINT SECT - EXIST GYM E WALL GRID CD & S7. 1 JSEISMIC JT AT GYM S WALL !'' / - 3" = 1'-0" J 2112" SEISMIC JOINT 'r 1�'- I `\ '1 >-4 ;::1----��/ _ 07 24 00-EIFS ,;� I I i 07 24 00 RIGID INSULATION • 07 24 00- FLUID APPLIED AIR \- BARRIER - �- 07 24 00-SELF ADHERED MEMBRANE FLASHING At REVISIONS DATE : 111111 ROOF TYPE PER I 2 ww■■■■ �� 07 92 00 SEALANT AND i ROOF PLAN Y1 / SACKER ROD i N. (R_XX ' (E)WALL, PROTECT& �k W/WEEP HOLES @ 12"OC _ 05 40 00-EXTERIOR WALL -- - 1 �-___--_-___ REPAIR AS REQUIRED t11 SHEATHING - _ I h IIj�■ D7 62 00 PREFINISHED � (2)LAYERS - i 2X4 2X4 lillellini- `./ \ . ` . , ' �t FLASHING i'_ = I ■�� f Ilf� 07 95 13 MEMBRANE 07 62 D0 PREFINISHED 05 40 00-4"METAL STUDS h I BREAK METAL EXPANSION r I I i • rl_ FLASHING JOINT COVER ;;', hI / I I I ■f•N0N i.i��-� 07 95 13-INSULATED VAPOR /- 06 10 00-2X BLOCKING 05 40 00-EXTERIOR WALLT :- I I �-' i ' SHEATHING -� • - I , 1 BARRIER , (2) LAYERS / L�__L I = /` , � L__i__ el \I ? ! i� / / 6" 7„ • _ I �I �I ,� yrs________i___/ ,rz r,2° ) • _ ' TOPLATE NI NI I _ _I i liP".- r �� _/_. _ - PER ELEV �/ 4X4 - r \I )_ \ — r _ ql)- . I �- I TIGARD TUALATIN SCHOOL DISTRICT == ----- -=- -- -- - ==-=- ======= I , M SHEET METAL I - ______ - - - I N — _ LEVEL / COVER TURN DAWN T TIGARD HIGH _ 2OS'-0�� I r OVER PARAPET, TYP 05 31 00-NON COMPOSITE f ________________ / i - \ - - • ROOF DECK -,_._ « _ _::--- -.:-.-"" -_ - V///// / /////f - - - - - - - I CLOSURE PER - -`o A ` 07 54 23-THERMAL - - - - - - - - - - _ - ' ,. T _______________ ____________ ___`________-=_=-_==_ : 07 24 00-SELF ADHERED . I \ _ \ STRUCT =- __________________________________ PLASTIC MEMBRANE 075423-THERMOPLASTIC SCHOOL .. . . MEMBRANE FLASHING 2X4 h 2X4�il ROOFING WRAP OVER ROOFING :..' `:.:�':_-._: • - - . / 0-I I� TOP OF CURB D7 52 23-ROOF COVER 09 21 16) LAYERS MODERNIZATION (2) LAYERS _mak ` 06 10 00- 112"PLYWOOD 1 ! ` 07 24 00 SELF ADHERED BOARD MEMBRANE FLASHING 07 21 00 RIGID INSULATION • 07 84 00 FIRESTOPPING FRT 1 ---- 07 54 23-VAPOR RETARDER [I U 1 05 12 00-STEEL BEAM, 0610 00-BLOCKING ( I 07 210 00 RIGID INSULATIONOD ROOF 1 TEMPORARY ROOF ROOF TYPE COORD WI STRUCT DWGS `i'r i 07 54 23 HOT WELD R-XX PER ROOF 9000 SW DURHAM RD. - \ I PLAN TIGARD, OR. 97224 • 2X42X4 ,, ,,,,,,, ,:• e i• 1' 10" i. f I �. :,' - �`�: JOB NO. 16992.00 I....,-: : . .. l _ - \:::.\__ -_ -- i I ISSUE DATE: June 19. 2018 hi- 11I Jurisdiction Stamp Area / 4X4 ~ i 1 I 1 ,,, .„ . I 2 + 6" ! , i I ' - I 1 I I i FIELD VERIFY SEISMIC JOINT I �- ' 4X4 i i-- -- ! I NNNNNN„ •• ►�� i n 1♦ WALL � " " ' I SEISMIC JOINT WALL TYPE WALL TYPE PER PLANE ♦��� „ ��� �� 05 40 00 EXTERIOR WALL 07 54 23-THERMAL BARRIER PER PLAN PER PLAN i// //// /// ////' i O5 12 00 BENT PLATE, SHEATHING BOARD COORD W/STRUCT DWGS �=i�� 1— DETAILS N. WT • \ WT I I 07 95 13-FIRE BLANKET 05 40 00-6"METAL STUDS 05 31 00-NON-COMPOSITE W (NI -- = 7k .I I ~� 05 12 00-STEEL BEAM, ROOF DECK r n v J r I COORD WI STRUCT DWGS co S CNI SEISMIC JOINT SECT - GYM CORR N WALL a© GRID Cl ITh SEISMIC JOINT SECT - EXIST GYM N WALL Et A5 . 61 N- t ' ' zo 16 �_) 0 07 62 00-CONTINUOUS CLEAT --- I 07 62 00- PREFINISHED NOTE: I I FLASHING FOR COMMON 07 54 23 COATED METAL -� ROOF CURB SEE bassetti/ 07 54 23 -MEMBRANE CALLOUTS SEE FLASHING 9 1 A5.55 �-� j,.._:..;,,',::. ;;; � 14 / A5.61 architects �r2y I 3 1 A5.61 2112" I 6" �91l2 t �y� �2, 1��` -- 07 54 23 SEALANT ROOF TYPE PER / if SEISMIC JOINT ('` N 07 54 23-THERMOPLASTIC ROOF PLAN �i. I N� ROOFING 1 fi / I/ sr 1„ _ i' I. I — CD j 721 NW 9TH Ave, Suite 350 "' `" �1' fi r • Portland, Oregon 97209 \ I h`K I I ��� _ --�__-- ,� :'\ T (206) 340 9500 F (206) 340 9519 1"1 _ NM .' ✓ — 07 54 23-THERMOPLASTIC V J N I I- � I. / •_�_ ' ROOFING �* \�` ! -N 2X6 t -I-- . ..'\ .- ; r . ;- I 07 24 00 SELF ADHERED 2" I CIVIL ENGINEER & LANDSCAPE �+ MEMBRANE FLASHING / 0762 00-CONTINUOUS CLEAT 2X6 1 IS3 — - — — -- , , +-,_ — _-► / Cardno 07 62 00-PREFINISHED / ,BREAK METAL EXPANSION I �� '-'-'-'-'-'-'-'-=-' 6720 SW Macadam Ave Suite 200, / I-1-1-I--I-1-i-I-I-! I;' I07 62 00-PREFINISHED - f //I I = =_ 1 'JOINT COVER FLASHING 2X6 ! I ■ /• `-.'� Port#and, OR 97219 1'_3" / r--- ■ 5 1 1: , I I T(503) 419 2500 7 — �� - - - - -- - - - - \ a�2x6� L._- - ._ _ _ �- _ _-- _ _ I • • 1 —I I I ; STRUCTURAL ENGINEER I • • a� 1Catena Engineers .. �I IIIvz riz• I i f„ ,�, 1500 NE Irving St., Suite 412 T 0 PLATE • \\Iirli.:1/4_1, / � - - 1 I '" i + Portland, OR 97232 _S 1 2X4\ I ■ �I ' L; �f :� I T(503)-467-4980 , IIIIMIN ■ PER ELEV t — " " " " �" 4 )r7/ r I N, _T.. IT »> '' ; \\ �`\ \\' 1 �., I5 MECHANICAL ELECTRICAL & 251s s FV . , __ ,_. _ _,_ .iror _ _ _ ._ _ _ _ _ I PLUMBING ENGINEER N .,_.., � I Glumac SHEET METAL COVER TURN I _ _ _ _ _ Y _ _ _ _ — — UPPER LEVEL /� `r I „ I , • UP TUCK UNDER WALL - i_ .;,,, .... ;1;_ -, 20$'-0” A. 1 900 SW Fifth Ave., Suite 1600 FLASHING, TYP 1-1-I-1-f-1-I I 1' 0512 00-BENT PLATE, 4" 5" 4" 1012" Y / = == ' =E==�= ' ! COORD WI STRUCT DWGSlr Portland, OR 97204 • T(503)-227-5280 07 54 23-THERMAL PLASTIC i I 05 40 00 EXTERIOR WALL i MEMBRANE ROOFING WRAP \� / /2X4 2X4 :.`' SHEATHING SHEET METAL JOINT COVER i FOOD SERVICE CONSULTANT OVER TOP OF CURB - f 06 10 00- 112"PLYWOOD FRT BELOW SEE Webb Foodservice Design 07 24 00-SELF ADHERED 1 _ - ` i 3700 SE Lafayette Ct. MEMBRANE FLASHING 07 24 00-SELF ADHERED I Portland, OR 97202 c. MEMBRANE FLASHING I L T(503)-236-8566 06 10 00- 112"PLYWOOD . FRT ` I ` FLASHING 07 9513 MEMBRANE ACOUSTIC & AV CONSULTANT ROOF TYPE PER i ;- The Greenbusch Group ROOF PLAN / I 1 07 95 13 INSULATED VAPOR SEISMIC JOINT - EXIST GYM SW CORNER CURB ENTRY ROOF 1900 W. Nickerson St., Suite 201 07 54 23 HOT WELD R! 1 - BARRIER \R XX 1 ': 1 _ 1 1 . , , „ _ T 206-378-0569 Seattle, WA 119 72X4 2X41 �: 3 - 1 -0 -.fir_ - J t. COL COST CONSULTANT — I - •—T - 1; Construction Focus fl><1 I 4; 740 Almaden St. _ _ I -�� I t. I_ Eugene, OR 97402 1 • -� z`' t ,: T 541-686-2031 - 4X4 i • ' .► I ♦• , r _,! ma �i 07 95 13-INTERIOR WALL! `` 1 ♦� .♦. 11111•14..._ WALL JOINT COVER > .. . r. , 1 �.. 4x4 •{ ♦�� I�♦�� f 7 LORNE NRCONAC s• . - ♦♦ /♦� 07 95 13-FIRE BLANKET - \ j' • case 41 n, r , I yy' y . - Y ♦ " �• �♦��� �1 s 0512 00-STEEL COLUMN, p:�;:; iSEA WA r_ _. _ /.�"7t, ,� ; COORD WI STRUCT DWGS .� �'� ' / 0 /2 18 / , ••- -' •S-' ,y / 1'-11 1/2" - ] 114k 6" •�, X72 I - - - - - �// ../1 I SEISMIC JOINT �_ .: '`,�-• �" 05 40 00 EXTERIOR WALL / SHEATHING(2)LAYERS - ' ' • 3" 5 518" 6" - 05 40 00-4"METAL STUDS =' �:r _ / 6 ifi __ _ // / _ - -_ _.t 6„ 05 12 00 BENT PLATE, '••f ' SEISMIC JOINT FIELD VERIFY { / COORD W!STRUCT DWGS • SEISMIC JOINT •• WALL TYPE ..-,•,.VVT - PER PLAN �, :a F`' 07 24 00 FLUID APPLIED WALL ¢s' AIR BARRIER TYPE VVT -"_ - - , , y _a :...._ PER : :,- ;: 07 95 13 INTERIOR WALL/ 07 24 00-SELF ADHERED PLAN �� �' .•-` I I II 11 I I CEILING JOINT COVER CEILING PER RCP PLAN MEMBRANE FLASHING • (E)WALL, PROTECT II II �• {` SEISMIC JOINT SECT - GYM LOBBY 1 CORK #1 ♦♦� . & REPAIR AS \ / it FACING EAST - , 7, . � 1 *♦♦ -.'N REQUIRED / u II II • ,fr II II z ♦�i 072400-SELF ADHERED it II ! MEMBRANE FLASHING \ _ • 1 S" - .1 _ . ! it II 6 3 • / -'. 14 ) 3" = 11-0" ,\ iiel, de S II a - — — / -1-1- 07 95 13- FIRE BLANKET ' = ,,".._ -_ �. ` • I -1'1'1'1'i I - -' II / 06 10 00 BLOCKING : . •_ • :•, - ..--.1,1,,...?..-„,-,i--_tt "- .. ',•_•_••_:-:::; • ',:- ,1- 07 9513 INSULATED VAPOR J �■ I _' II _,_I_,_,_,_,_ 07 24 00 SELF ADHERED .:•41‘: BARRIER 1 II 1 ,-, -1 I 1-I- _ _ wr- -s. -3 I-16I ITITI �11 ..1 -. MEMBRANE FLASHING _ 1■ ■ 4 06 10 00 ADDITIONAL 2X `, II , F 318" 1 --- -- A BLOCKING AS REQUIRED, I 1 I`, - 07 24 00 FLUID APPLIED AIR HELDIf VERIFY EXISTING �` `I L ao COVERED • 7I _ BARRIER LOADING AREA -), ,; WALL CONDITION, TYP / ! ill_ ' / 'T \ REVISIONS DATE _ �.�♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦�►♦♦♦♦ 1 .Y 061000-NAILER ��� N"R, r 07 24 00 FLUID APPLIED f :1 I6 07 24 00 SELF ADHERED �� � *AM♦ � `mi, MEMBRANE FLASHING ♦♦♦ ♦ ♦ /♦ ♦ I I ; ill! - --- 07 92 00-SEALANT AND AIR BARRIERS I - •WALL EXTERIOR FINISH LINE TYPE ILL - -07 24 00-SELF ADHERED WALL II 11" I �_ f'1" 47 95 13 ELASTOMERIC F ' � , ; _ BACKER ROD SEAL 04 20 00-VENEER ANCHOR I I I I F• ,' ABOVE, FIELD VERIFY - MEMBRANE FLASHING - (E)WALL, PROTECT PER f 4" 4" 5" TYPE " � r `1 f r. `. 05 40 00 METAL J CHANNEL &REPAIR AS PLAN �f PER 04 20 00 4" 5" 4" 112" 07 92 00 SEALANT PLAN PRECOMPRESSED FOAM ,- .- - +I I~ .._,.,,, . ,...., ._ ,., � � � � REQUIRED 074213-THERMAL SPACER - � i , •�' .;.' D74213-THERMAL SPACER r f ,r, ,r :♦ ♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦ 2X 07 62 00 PREFINISHED 07 92 00 SEALANT AND 1 _11:.::i.• -`, BREAK METAL EXPANSION BACKER ROD 07 42 13 SUBGIRTS; MIN 16 � • I I 07 42 13-SUBGIRTS; MIN 16 A ;♦ 06 10 00 NAILER ♦ 4. 4' ; 1' ±. I { 07 42 13 METAL WALL JOINT COVER 06 10 00 BLOCKING �:_ • GA 07 24 00 SELF ADHERED PANELS 07 95 13-INSULATED , ♦♦ ♦♦�'♦♦�,♦ ♦♦♦♦♦♦ ♦♦♦ I I MEMBRANE FLASHING 07 24 00 SELF ADHERED VAPOR BARRIER �� :-', ;,: • 07 42 13-MWP-C �♦ i 1 I 07 42 13-METAL FLASHING MEMBRANE FLASHING /� i� � r `! II �- _ -_-- 1 - _� __- 06 10 00-NAILER 06 10 00-2X BLOCKING07 9513-ELASTOMERIC WALL ` \ +_ L.r 07 24 00-FLUID AIR BARRIER TYPE VVT -- _ -. - _ I I SEAL PER .. `2X4 07 62 00-PREFINISHED PIANI /' I BREAK METAL EXPANSION .-Liii� � - I JOINT COVER TIGARD TUALATIN SCHOOL DISTRICT : 1 I SEISMIC JOINT - KITCHEN W WALL - MWP - EXIST CMU PLAN SEISMIC JOINT - GYM ENTRY CMU 1MWP 1 7\ 3" = 1P-0" j 3" = 1'-0" TI G A R D HI G H I I WALL SCHOOL TYPE VVT ; •;•: .., _ 6„ 1 PER : - 06 10 00 2X BLOCKING ,. % I PLAN �'• 'i' SEISMIC JOINT % FV1OEJERNJ I ZAT I O N 61, 3.. 6 r . , ..,_ 1 (E)WALL, PROTECT 11 f� / ' ♦•♦ � &REPAIR AS 11 II 7 .„-- I ------. - 0 07 62 00 PREFINISHED I SHEET FULLY SEALED SILL ��♦�fr ��♦♦♦�� REQUIRED II II I I • i - \ I PAN WITH 2" END DAMS& ,I��♦♦ *♦♦♦♦,, BACK DAM, EXTERIOR SIDE _ - - , ' ►♦-. - ..�r 11 II 9000 SW DURHAM RD. 11 ! 6j — — — — z — — — — ` • '' ONLY �" �M �� ii II TIGARD, OR. 97224 N ^' :♦: ;♦:` 07 95 13-FIRE BLANKET / 11 ♦tet " ��A` II �' JOB NO: 16992.00 `V T , 8 i 3" 6 07 24 00-SELF ADHERED I! II - r _ 318'- � ? _;to-_ ' I , ;-; ;- MEMBRANE FLASHING \ 11 11 - ISSUE DATE: June 19, 2018 , r, I I 1- '1` 07 95 13-INSULATED VAPOR - - _, _ _ Stamp :_yam Jurisdiction Area V �I —I I - I II 1! I _ . 41 1 ;4.- • .iyA ♦ ♦�♦ •♦♦•♦♦♦♦♦♦♦♦♦♦♦♦o,`"- ' I I 06 10 00-NAILER _ .. ; �, BARRIER I ■■• �. 07 95 13-ELASTOMERIC --+ ,..... ,_ . ■■p I I 1-I-1-+-11-I i- ` I-1-1-1-1-1_1_1_1_1 ♦ 1 I k ::: : 1 :::::: EAL -- I SEAL CF) Q5 40 00 EXTERIOR WALL SHEATHING \ 1 - s I J20 6 21/2" ,/ 05 40 00-6"METAL STUDS 07 9513-FIRE BLANKET SEISMIC JOINT bassetti rhe a c tects 107 95 13-INSULATED - 1 • ` P� I ; '_ VAPOR BARRIER A - E \ -.- .- -. 07 95 13- ELASTOMERIC "— -- ■ - • ` ♦4 SEAL • • fr ♦ ♦., 721 NW 9TH Ave, Suite 350 • 1 I �:♦�i:- .-.:. .. _ I Portland, Oregon 97209 I ..,_ -.. ��� ,.. _,,. ` . ♦ I ♦ T (206) 340 9500 F (206) 340 9519 @I- ITT t gm — - '.• '_—' '—i—' '—'—'I rn \` ,� CIVIL ENGINEER & LANDSCAPE I ■1 - 06 10 00-BLOCKING - _ ■ I ., • Cardno yr \I 1 �, _ 6720 5W Macadam Ave Suite 200, 06 10 00 1" �- \ Portland. OR 97219 PLYWOOD, FRT �, - \ ;, r T(503)-419-2500 I -- NF )1 r 1 1 -- -�- STRUCTURAL ENGINEER 0 0 cr Catena Engineers ■ -- �� ��" -� ) 1500 NE Irving St., Suite 412 (E)WALL, PROTECT& I 61, 6" REPAIR AS REQUIRED Portland, OR 97232 1ill �. TP {503) 467 4980 FS 07 24 00-SELF ADHERED \ - _ \ OVERLAPPINGI &REPAIR MECHANICAL ELECTRICAL & L10 MEMBRANE FLASHING j_E-17___-_A-- -. - \ EXISTING EFIS&AS PLUMBING ENGINEER -- I \, REQUIRED PER MFR 07 62 00-PREFINISHED — I \�`\ Glumac BREAK METAL EXPANSION 07 24 04 FLUID APPLIED AIR 900 SW Fifth Ave, Suite 1600 LLIN � 2112\' BARRIER Portland, OR 97204 I JOINT COVER _- - ''\ 07 24 00-RIGID INSULATION T(503)-227-5280 ' � FOOD SERVICE CONSULTANT ■gII 1b •_ MX I- \ \ i ;. Webb Foodservice Design{ P r - �` "� • I __ - M \ It z ffi 3700 SE Lafayette Ct. J - -- 2112" , . 1 Portland, OR 97202 . . u>i . . r , I = �n U T(503)-236-8566 - `� ACOUSTIC AV CONSULTANT COUS C & DOOR OPNG.' - - _ ' F I :� TheGreenbusch Group � -� �� , - -, . � � •- � Gree bust G PER SCHEDULE I I on _ -_ _ , YM f -� - _ - ._ _\- � I I I \� '. -�• �_,..;,,• 190Q W. Nickerson St., Suite 201 -•�- Seattle,WA 98119 N I I 1 - J ; ... - LINE OF SOFFIT ABOVE, SEE RCP ` 07 62 00-PREFINISHED T 206-378-0569 i FLASHING Cfi2 - ABOVEI i - ,L-::.Y.•.l_IT 07 24 00-FLUID APPLIED AIR BARRIER J COST CONSULTANT Construction Focus /\/ i 07 24 00-SELF ADHERED MEMBRANE FLASHING m o .,L6- ,,,, 740 Almaden St. f -�-- `13 w Eugene, OR 97402 ' • ° r T 541-686-2031 /(\/ al- ]... . . , .. , C62 WALL i \_____/ ______.7. ._., ' ABOVE ¢ \-- �� IlriI 1'$" 3 i 07 54 23-THERMOPLASTIC - ___ 07 95 13 INTERIOR WAW � I,OR'�E?IfcCONAC �� y i i WALL JOINT COVER ROOFING ` -- .-:: ` N Iri 10 26 QO CORNER GUARD �'' 2 112" N. i 6" ease 1 uvOR OPNG 1I2 I 11 jr •i� �/ 06 10 OQ 112"PLYWO RT -_ `: III. - SEISMIC JOINT X ' ._ _ _ - 07 95 13-FIRE BLANKET _. ..PER SCHEDUI I • E:.. J I 1 -L, '7 1 ' I:1� SEA E,WA ■� � �`" 07 21 00-RIGID INSULATION I�■■ �� ■■ I ■■■ 07 24 00 EIFS � ,•. . ' '� ' 05 40 00 COLD FORMED METAL FRAMING"E"STUD 4" �. 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I" / ` ... i I ` f 07 24 00 EIFS - f I I - �_�_ 07 24 00-RIGID INSULATION FOR COMMON 4? H r� = - 07 92 00-SEALANT AND NOTES& • �, _ _ BACKER ROD CALLOUTS SEE _ � II __ �_ W/WEEP HOLES @ 12"OC I 3 / A5.61 1 ;'_ I` 07 62 DO- PREFINISHED . • / I4 . .. _ FLASHING I • n .. . - 111 07 95 13 MEMBRANE _ 21/2" ` in FLASHING 1-9 / 5 ■■■ I , - Y-p, - - -=■6 - I `-�/ [ ■■ I I —■■ I \ 1 07 9513-INSULATED VAPOR U _ .,:.•, '-'-' '-j.. - It - I I : I� ---___I 1�1: I - BARRIER 07 62 00 PREFINISHED IJ -"' BREAK METAL EXPANSION �� •.. E62 :.• i! _ .`) N� ■ -- I 1 - - • 07 95 13-FIRE BLANKET JOINT COVER `V� • I .. // r 11 3" \\ - W I _- REVISIONS DATE 6" !, 6" �, 7" ek 6n ELEVATOR SHAFT, SEE PLAN : w . 1�aI N ; •��i��e� 1. • Al I I // / �+ ■�>01 't. 1,1�" -— r T O PLATE iii . \♦` .� ♦ ♦ 05 40 DO- EXTERIOR WALL - — - - r N I • PER ELEV YY - =ti :�°-�♦ ♦•♦♦��♦♦♦♦♦♦ ♦♦♦♦ SHEATHING _ 5 -. . M■t - (2) LAYERS / _ Ldp°' • M �1 061000-2X BLOCKING rilii ,' -7-72 - .1--- _ I "'o- :': 1 �' �, 06 10 OD BLOCKING I -_ _ f 07 24 0 LVID APPLIED AIR BARRIER 06 10 00 1 PLYWOOD FRT ''`' 'i kv�r Iili - 07 54 23-THERMAL PLASTIC "' O F D c i l - . � — -- 2X10 - MEMBRANE ROOFING WRAP .a-..-_ 079200-SEALANT AND I v .r .I♦♦♦O.♦� • �- BACKER ROD ♦ OVER TOP OF CURB -� /2X4 2X4 z ��A�•� 07 62 00 PREFINISHED 111 _ _ _ •_, —.--. �♦ e `J ~ _— 07 24 OD SELF ADHERED p ' ♦j `� FLASHING l �♦ - „ /' `J-_ ' I MEMBRANE FLASHING v � ;E; 07 92 00-CONTINUOUS CLEAT • ■1 '� rG 06 10 OD 112"PLYWOOD FRT t� ,- a 3„ SEE DETAIL B FOR DIMS �� I 07 21 00 RIGID INSULATION iig •1' �♦ � I ' `: 07 62 00-PREFINISHED WALL TYPE 4,r\i- -: :* „� AIL �� --V 040QO-EXTERIOR WALL SHEATHING TIGARD TUALATIN SCHOOL DISTRICT -, _ ♦" - s•'�-- - - " _ I _ BREAK METAL EXPANSION PER PLAN . : �w ( ) LAYERS\ all 1:. .. - . V. : ..':'::::',*:: -',..':::"%.•. -.'. .-_,': - - _ -` # JOINT COVER 1 1/2" 61, -- 2X 10"- - ,M■■■�Y 05 40 QO-4"MEAL STUDS r J► IJ - - SEISMIC INT - 07 92 00 SEALANT AND S C JO 05 40 00 EXTERIOR WALL SHEATHING_ , , G THIGH ,..,-,.., ,.-,, ,. I I s',, 2 1!2"� 5 3I8 = - � . i�r° ;� �I�-�"• . .{� I I � � � I I ;,/\ \ BACKER ROD (2)LAYERS „.., _ _ 04 PRECOMPRESSED FOA0M SEISMIC JOINT SECT ROOF CURB AT GRID SA l C2 SCHOOL .:._. - ..„. ,,. . ,. I 0 --- ; ♦ \ MODERNIZATION �� 05 40 00-METAL J-CHANNEL C2 • . ,....W 1 ♦ AT INSULATION EDGE, TYP. _ 72' :.�.:Ia �� _` SEE DETAIL A FOR DIMS ♦ V / • 9000 SW DURHAM RD. 061 00 BLOCKIN 0 G wC‘ICD I ♦ : -` FLASHING REFINISHED C62 I■s - L10 TIGARD, OR. 97224 061 ♦ - 07 95 13 INSULATED _ i ♦ I JOB NO: 16992.00 / / , VAPOR BARRIER I ♦� ♦ 04 20 DO UNIT MASONRY { _ ISSUE DATE: June 19, 2018 SEAL INSULATED VAPOR BARRIER ••••♦♦ - O 2-6” 5" TO FLUID-APPLIED AIR BARRIER 81271128" ; ♦ / i � /_: :-:. Jurisdiction Stamp Area EXTENDED INTO JOINT, TYP - 1 i 1M 11, 11 �' . 07 95 13 ELASTOMERIC - ♦ I 6" SEAL L TYPE I r� SEISMIC JOINT I ♦ : . PE" --' ► / 07 95 13 FIRE BLANKET ♦ ♦ 042000-VENEER ANCHOR D WALL 2X4 •: 8 PER DOOR MFG R ` SEISMIC JOINT : 1. 1 I Ir...- \ --- • 109 ••., . . ;. V 1—a - - ELEVATOR GUIDE RAIL HSS -- DETAILS SUPPORT COLUMN TO SOUTH: CEILING PER II W D1 CEILING PER r n COORDINATE WITH STRUCTURAL RCP, TYP 1!2 v J ti ` v DRAWINGS RCP.TYP 6 I ` 08 33 23-INT RATED COILING • _/\/ DOOR - 07 95 13-INTERIOR WAW CEILING JOINT COVER C— o C ,c'i SEISMIC JOINT AT CMU BASE — C21SA1 — PLAN SEISMIC JOINT SECT — CEILING AT GRID SAIC2 w A5 . 63 20 )0/ 3" = l'-0" \4 J 3" = 1'-0" CL bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 'YID 41 , .IL C? LORNI easMce .CAC91ON .414 I SEA E,WA 61 ;114 ..i., 0 /218 C2 _. T g A-:....- i--- )7--- REVISIONS DATE • 6" X1112"• SEISMIC JOINT \ i / X..._ \ — 1 .I: L1I L- 1 __TJ -J�J I 'c 47 24 DD EIFS WALL TYPE 07 24 00-RIGID INSULATION PER PLAN - fn_ iI 07 92 00 SEALANT AND • lBACKER ROD TIGARD TUALATIN SCHOOL DISTRICT .- NOTE: , . ` 1.11 —� / 07 62 00 PREFINISHED FOR COMMON' ELAS"'NG TIGARD HIGH :�'� �F,,.- � �� N."--- NOTES& I _ 07 92 00-CONT CALLOUTS SEE CLEAT 20 A5.fi3 T - 112" 1` r :-K - . - SCHOOL a -� . . r� 07 62 00-PREFINISHED 2 112" 2„ — -^ I — — — — — — . `J FLASHING ! / e� , ,,_, 07 24 OD SELF ADHERED �- �; , N MODERNIZATION 1 .�� ,_, MEMBRANE FLASHING d i' M M 4 4C =_' C- 07 62 00 PREFINISHED 4" `o 0 I ;- BREAK METAL EXPANSION U �•�' =_= �" 3" JOINT COVER IN -` 9000 SW DURHAM RD. ... `l -- t TIGARD, OR. 97224 4 JOB NO. 16992.00 `; = : j = 07 62 00-PREFINISHED ek •i •,, . ... : . ..... ... •.,- :': , . . .: '•': ., _ ° \ FLASHING ISSUE DATE: June 19, 2018 c� 2 112" I 072400-SELF ADHERED .,-,: \lik, f MEMBRANE FLASHING Jurisdiction Stamp Area - - - 06 10 00- 1" '= i ;;PLYWOOD, FRT 2 112" er- ~�' I = \ 06 10 00-2X BLOCKING "' I!!= En mu_ 07 92 00-SEALANT AND _ BACKER ROD _ y., -• f'_• . / / =MU- 07 24 00- FLUID APPLIED AIR i �� BARRIER 07 95 13-FIRE BLANKET 07 24 DO SELF ADHERED .- • 'v MEMBRANE FLASHING • 07 95 13 INSULATED I>•�t �� = VAPOR BARRIER " 07 24 00 RILED INSULATION SEISMIC JOIN T WALL TYPE •'•::,, PER PLAN 07 9513 ELA$TOMERIC PER_PLAN 1; ' - _ ss.____ . 07 24 00-EIFS 2 SEAL EnDETAILS 072400-SELF ADHERED i 1 '' - 11.1 ~ MEMBRANE FLASHING --i:1 -, o - ap . Iii WALL TYPE v ::::.-1 IME■ PER PLAN II- 6 co 2 o SEISMIC JOINT AT EIFS - C2ISA - PLAN w A5 . 64 , ,/ I:::, 1 WALL TYPE NOTE: r / ''I INT WALL TYPE C__7 I PER PLAN FOR COMMON I PER PLAN 1 NOTES& _ I 07 24 00 EIFS 1 CALLOUTS SEE 131 ��� ' I' 07 24 OD RIGID INSULATION 1 1 / A5.651 I KSWALLTYPE / I 07 24 00 FLUID APPLIED AIR BARRIER PER PLAN NOTE: ` 07 24 00 EIFS FOR COMMON I I - 07 24 00-SELF ADHERED architects 1 L� NOTES& . l MEMBRANE FLASHING 1 I - 07 24 00-RIGID INSULATION CALLOUTS SEE 3� �� f1 07 92 00-SEALANT AND BACKER ROD I+., 1 1 / A5.65 WI WEEP HOLES @ 12"OC / N / -:Ir :_-k � 07 24 00-FLUID APPLIED AIR N 07 62 00-PREFINISHED FLASHING 721 NW 9TH Ave, Suite 350 BARRIER /; 07 24 00-SELF ADHERED Portland, Oregon 97209 07 24 00-SELF ADHERED MEMBRANE FLASHING N- T (206) 340 9500 F (206) 340 9519 Z-.+ /;• II € MEMBRANE FLASHING I 1.:, •( ' 1 06 10 00 FRT \ , 07 62 00-PREFINISHED - > •.- -� ; ��1 BREAK METAL EXPANSION SREFINISED lS 14� JOINT COVER - ROOF LINE ABOVE �� 07 62 00-PREFINISHED - - 'Al D7 24 OD EIFS bassetti/ FLASHING I •' i _ 07 24 00-RIGID INSULATION 07 24 00-SELF ADHERED MEMBRANE FLASHING /i _- ,• ;-.,rl llt� - I 07 24 00 FLUID APPLIED AIR architects �, 1•_ _ �,___- BARRIER l :.' !!!! 07 24 00 SELF ADHERED 3 - - 'J■■■■ _ it 11111■ MEMBRANE FLASHING �/ SEISMIC JOINT 07 92 00 SEALANT PAUL 07 92 00 SEALANT AND Suite 350 4" - )( ele 2" 721 NW 9TH Ave, 'i I 1 7"'.: I W■■■■ BACKER RDD i ■■■■ SEISMIC JOINT WI WEEP HOLES @ f2"OC Portland, Oregon 97209 WALL TYPE 1:,-- ( PER PLAN -1 _ I �;: .` `a 1111■■ I - _� 07 24 00-SELF ADHERED T (206) 340 9500 F (206) 340 9519 / - 7 - 1111 MEMBRANE FLASHING 21R" <' X 4" 5" 4" 5" I I / :111 07 62 00-PREFINISHED I f11 �1•. ■ - FLASHING _ r - 07 62 Go PREFINISHED �\ CIV/L ENGINEER & LANDSCAPE / S ED — i.`\ BREAK METAL EXPANSION Cardno D7 54 23-THERMOPLASTIC JOINT COVER 6720 SW Macadam Ave Suite 200: • 11111111111 2X10 2X10 ' el, / s 112• 07 62 00-PREFINISHED 6" I I i ■■ 1 �` FLASHING ROOFING ;' I .�' 7• 6" Portland, OR 97219 i I _-_ r- \` I / T(5D3)�19-2500 r' , I 06 10 00- 112"PLYWOOD 1 1- _ r ` 07 24 00-SELF ADHERED FRT i I L ,� — - T --I r-"— ' -• r 212' 9" STRUCTURAL -' r I I MEMBRANE FLASHING r - -� ■ ENGINEER T 0 PLATE ■ !I ' - i :;- j � \I ""' • Catena Engineers ■ I • 07 21 00-RIGID INSULATION -- - \ I �� ~/ \ I I Portland, OR 95232 Suite 412 i 2 1/2"-------- `h -� // 2„ 1,----c �., % .:- 1 1 � kr T(503)�67�980 ioi -I_,-I- 07 54 23-VAPOR � - - i �-0 - RETARDERITEMPORARY I_ I ROOF �� J T , , _ , f . -Os 10 oD 2x BLOCKING — — — _ MECHANICAL ELECTRICAL & 0- • :- I I I 1 1 1 1 1 1 1 c •� �.�'�'�'I1II`�E N CUT TO FIT PLUMBING ENGINEER ■ ■■■ -; 2X10 =I- / I EMI !■■^ - 06 10 00-BLOCKING _'' .._ ' :::� ' 2 112" � 1C `--- JOINT COVER TURNGIUmBC {1 :::� ■■■■■/', I 06 10 00- 1/2"PLYWOOD FRT 900 SW Fifth Ave., Suite 1600 ���, r■. DOWN AT ENDS. TYP "M 05 40 00-EXTERIOR WALL 1'i••--S /.• - ■■r. 1 Portland, OR 97204 ESE ■■ ROOF MEMBRANE WRAP T(503)-227 528D SHEATHING ,;1;;• ��'Ofi 10 DO 2X BLOCKING I �� _ `` " �l■� //1� OVER TOP OF CURB 05 40 00-6"METAL STUDS -- I • - /1 VAPOR BARRIER 1 ROOFING FLASHING FOOD SERVICE CONSULTANT 07 24 00-SELF ADHERED J� �'� „� � • / I I TEMPORARY ROOFING EXTEND 12"MIN OVER Webb Foodservice Design MEMBRANE FLASHING I■■■�_� .� f NEW ROOFING g 07 95 13-ELASTOMERIC 1111■■1 J ( ROOFING MEMBRANE MEMBRANE 3700 SE Lafayette Ct. SEAL •05 40 DD-EXTERIOR WALL 1111111 =:=• / Portland. OR 97202 07 95 13 INSULATED 10 BLOCKING SHEATHING Ir:�■��■ :' 1 07 95 13 MFLASHAING - 10'WIDE ROOFING- 1111111 •.l C J/I ROOF CANT MEMBRANE (MATCH T(503)-236-8566 VAPOR BARRIER ROOF- 07 54 23- 1■■1■■■ _, 07 95 13-INSULATED `, ■■■■■■■ /, EXISTING ROOF) OVER ACOUSTIC & AV CONSULTANT 07 9513-FIRE BLANKET CEILING HOE WELD 1111■■■ VAPOR BARRIER EXISTING ROOFING (E}COLIWALL, TYPE PER ■Boo (E) SCIENCES The Greenbusch Group PROTECT&REPAIR �. ` 07 9513-FIRE BLANKET ROOF PLAN illi&l..._ rf _ 1900W. NickersonSt., Suite 201 WALL TYPE \ ;� AS REQUIRED _: 1 \ 46 - WING ROOFPER PLAN I - - - _ _ - - _ -- - �- - - __ - Seattle,WA 98 19 RC i 2X6 211'-6'' 1 • / 05 40 00-6"METAL STUDS T 206 378-0569 r- SEISMIC JOINT - S2 WING - S14 / S N - PLAN '- 12X4 2X41 :: 1 COST CONSULTANT = J 1 • Construction Focus �� 3 = 1'-0 — I i 740 Almaden St. _ Eugene, OR 97402 I:Th:---- IM WT WALL TYPE PER PLAN / � , � � - T 541-686-2031 cS 14l / IINI :.- l■■■■■ r 07 24 00-EIFS - f - I I00",‘"'"el J 07 62 00-PREFINISHED --- : ,. NE - — — FLASHING =_ ■■ 07 24 00-RIGID INSULATION 07 62 00-PREFINISHED — 11 ` BREAK METAL EXPANSION I gLORNEfCO1AC D7 24 00 SELF ADHERED - j�11 07 24 00-FLUID APPLIED AIR JOINT COVER T i I �: MEMBRANE FLASHING -,... I ' BARRIER I 4X4 Mal 07 24 00 FLUID APPLIED AIR '7.---'"!-T:-',-'17-'7'_''..!7'-'1.:' ^- ,4'.. ,';.• T 0 Al. ease ! NN il;�■■ 07 24 00 SELF ADHERED BARRIER — ` / ■■■■. MEMBRANE FLASHING s -- Ammo ■�■■■ 07 92 00 SEALANT AND 07 24 00 SELF ADHERED SEA E,WA .. \ - .- ■■■■■ BACKER ROD MEMBRANE FLASHING \ Alh - iii-- , �� (E)FLOOR, REPAIR& ` ` T LwEM1�■ SEISMIC JOINT _ PROTECT AS p6•71"8/2•1111-8 06 1000-2X BLOCKING , 2 112" • �� 2X1�� 1 1 F REQUIRED // N f 4 I $„ 4 . I I 06 10 00 BLOCKING �_ _I - - �_' � - - t ... r.1 o 2x10 '2x10 2x10 y • 1 ` � 6" 3 05 31 00-NON-COMPOSITE woo - WT ; 1 ROOF DECK -- 06 10 00-BLOCKING WALL TYPE g i I 05 12 00 BENT PLATE. PER PLAN - _ ; I COORD WI STRUCT DWGS 06 10 00-BLOCKING ‘ // .. ` 051200-WT PER Mil STRUCT •• ME ,r::U - (E)WALL, PROTECT • as .m. \ & REPAIR AS . ■■M. ■■r■� REQUIRED WALL TYPE �' � r■ ■ iilling■ianrr"' 07 95 13-ELASTOMERIC PER PLAN .11.1■■rr■rr.- SEAL 07 95 13- INSULATED VAPOR • \ BARRIER • 07 95 13-FIRE BLANKET 6" 5" SEISMIC JOINT - S2 WING - S141 SO - PLAN SEISMIC JOINT ' \\...._6j 3" = 1'-0" r �� WT '` ■ (S14) I 2X6 2X6 2X6 6 314" 6" 6" \- . ..-' WALL TYPE °I SEISMIC JOINT I PER PLAN I I ' �' _< / �` \ REVISIONS DATE 1 pI • ■■-MIT 1E1 I I f �I ���VV�� UPPER LEVEL \ 208'-0" I I CEILING PER RCP 0610 DD- 112"PLYWOOD ! I FRT RBVI to I - --i 07 95 13-INTERIOR 06 1000-BLOCKING 10 26 00 CORNER GUAR7 - WALL TYPE CEILING/CEILING JOINT PER PLAN COVER 09 21 16-GWB 06 10 GG-SHIM 1 07 95 13-FIRE BLANKET WT SEISMIC JOINT SECT - S2 WING - S14/SO 5144 07 95 13-INTERIOR WALL/ 1 3" = 1 -0" / \ \-------/ 07 9513-INTERIOR WALL JOINT COVER (S 14) FLOOR/FLOOR JOINT COVER -\ SEISMIC JOINT INTERIOR - S2 WING - S141 SO - PLAN 1'-3112" 6„ 2„�/ NOTE: :..-1 FLOOR FINISH PER FINISH = r i`_ ■■■ FOR COMMON [PLAN &SCHEDULETYP J 3” 1 -� • Immo NOTES& SEISMIC JT 07 24 00 EIFS /...----_,, Ili■■ CALLOUTS SEE - _ I CONC FLOOR PER (S14) l ■9 I BACKER RDD�NTAND 1 / A5.66 TIGARD TUALATIN SCHOOL DISTRICT STRUCTENN 'v' i - *:-.7.1.:4-.: .-,,.. -,-.. .:,-; _ , �� I ■111 WI WEEP HOLES @ 12"OC2112" W■I•■■ - 07 2 -PR 4' "6a" v 07 95 13-INTERIOR WALL/ - I 6 OD PREFINISHED ,' • r 05 12 00 BENT PLATE, WALL JOINT COVER WALL TYPE / , ,>1■..� . ��� FLASHING TIGARD HIGH i ° CDORD W/STRUCT DWGS PER PLAN vii.-°' "+ ~° l = 07 62 00 PREFINISHED U a a : r.� 07 95 13 FIRE BLANKET • 1 - BREAK METAL EXPANSION SCHOOL °' 05 31 00 COMPOSITE • . ' 07 95 13-INSULATED i 8 1/2" JOINT COVER .■■ ' ■■ �� �� �� = FLOOR DECK �. 1 6" / . 7" ■■ ■■ q VAPOR BARRIER Cr _ :: :: ,� 6" 5" �= I � � rv1cDERNIZ/\TIcIN .. :: _ I ,�: � _ ,,,� :: O5 1200 DECK SEISMIC JOINT — I TOPLATE — - ,-_) �:'ar's:.. .:�: - CLOSURE PER 4 112" c, r' t - �� I 1.. —� •~ ' _• - I •) SEE SECT mums. STRUCT MFR c� -_ _ f •■■■■'r~sn■1IIHi -•• ■ ■• _ T� - 06 iD DO BLOCKINGeq ' 2 112" 9000 SW DURHAM RD. �_ ~ \ TIGARD, OR. 97224 - 06 1" i. + ` - - - - � a_ N � 07 95 13 FIRE BLANKET • • • • • • • • • 8.. 5.• r a 1 2X4 \2X4 2X 10 _ I " � - _ - _ _ ` - e 1 ■� PLYWOOD, FRT ,! - - - - - J JOB N0 16992A0 SEISMIC JOINT ,11 Ha ,_,_,_,_,_,___,_,-, � 4-:- ----- 06 10 QO-2X BLOCKING ■ I 07 24 00-SELF ADHERED '. 2X10 1 I-I-r -.- I1L A _ ,����� ,_,_,-_: -- I I n CUT TO FIT ISSUE DATE: June 19. 2018 1■� j■� I MEMBRANE FLASHING ,IHIan. /✓ - JOINT COVER TURN I ■■\_, I p — Ilii �n , 1 c DOWN AT ENDS. TYP I , -; 1-1--1--I -1-I 1 07 95 13 MEMBRANE rl::MEM J�I 1 `I I 06 10 00 1/2"PLYWOOD FRT Jurisdiction Stamp Area 1-I -I-i FLASHING ri■■, mu { —^ 'T 1 won .1111► � ROOF MEMBRANE WRAP L — — — lit; I 1 • � :::m.. _Amur //" OVER TOP OF CURB �rrr■. I I I 07 95 13 INSULATED I( ::z H`l•- /I AL VAPOR BARRIER` VAPOR BARRIER 1 ROOFING FLASHING ' ► (E)WALL, PROTECT TI TEMPORARY ROOFING EXTEND 12"MIN OVER 1 1/2"�_ 6" 1/" �� 05 40 00-3-518"METAL 111M111111 I�\�,/ 1 r ' I &REPAIR AS �f SEISMIC JOINT I I AIIIIIIII I N 2X4 2X4 j J� a �� 07 95 13 FIRE BLANKET /I NEW ROOFING a+ REQUIRED I REMOVE EXISTING ROOFING MEMBRANE MEMBRANE ' I L- - - 05 40 00-6"METAL STUDS I /i FLASHING 10'WIDE ROOFING 06 10 00-2X BLOCKING , r WALL FINISH TO ` SUBSTRATE& INFILL ` MEMBRANE(MATCH I 4" } 5" I f 4" Iill 1 ROOF CANT EXISTING ROOF)OVER WITH FRT PLYWOOD, 07 21 DO BATT INSULATION EXISTING ROOFING >_ D7 42 13 SUBGIRTS, MIN 16 / I FIELD VERIFY • _ /r GA 07 92 00-SEALANT AND I , J,I _ f-' BACKER ROD I I 06 1000-BLOCKING - � � ' � SEISMIC J O l N T PER RCP SOFFIT PANEL W ELR PLAPN 06 10 00-2X BLOCKING I 06 10 OD BLOCKING 6 � - DETAILS 318„ 07 24 00 SELF ADHERED 3" 6" I 2° - 07 24 00 SELF ADHERED WT yry 07 62 00 METAL TRIM MEMBRANE FLASHING it, �' MEMBRANE FLASHING W cn 07 62 00-PREFINISHED - SEISMIC JOINT 07 92 00 SEALANT AND (n BACKER ROD FLASHING 07 92 00-SEALANT WALL TYPE . co 07 62 00-PREFINISHED PER PLAN r 07 95 13- INTERIOR.CEILING/ - N BREAK METAL EXPANSION 2 CEILING JOINT COVER \ _ I o JOINT COVER . ) SEISMIC JT - FLOOR & CEILNG SOFFIT SEISMIC JOINT - S2 WING - S141 SP - PLAN --- •, SEISMIC JOINT SECT - - w A5 . 66 r� COVERED S2 WING S14/SN 1 L 3" = 11-0" _ - - - -- 3,, . 1! 011CL �� v 3" = 11-0" CC (C-- C6 GC6 � � _.y � la VVT WALL TYPE NOTE: PER PLAN ( [ i C-- C6 @ FOR COMMON 07 42 13-MWP-C NOTES 8 r _ architects . , : ri � SEE ELEV �� CALLOUTS SEE • I J• �I C�I(GCts 07 62 00 METAL TRIM `1 f • _ I _ 721 NW 9TH Ave Suite 350 I I __ 07 62 00-PREFINISHED 1 114" 07 62 OQ STANDING SEAM I - 12 =• _ _ _z s -_ Portland, Oregon 97209 FLASHING 4 / METAL FABRICATION 07 62 00 PREFINISHED 2X6 07 24 00-SELF ADHERED I - ♦ �' �,\ • 112 , ,: T {206} 340 9500 F (206) 340 9519'�� BREAK METAL EXPANSION MEMBRANE FLASHING 07 62 DD SELF ADHERING Ir` In �\ L! UNDERLAYMENT I " JOINT COVER - _ `3`,�rr� �v 0 07 62 00-PREFINISHED 4" CEILING I I CIVIL ENGINEER & LANDSCAPE BREAK METAL EXPANSION `-'� f - 5ii PER RCP _ I 11" JOINT COVER II 06 10 00 2X BLOCKING -.--le- 6" 4" _ �` Cardn T P o CUT TOFIT O LATE t: „ -- \ I 4ii 5" z.,,__ 2X6 4 - "~" - - 1 - 1 112: 12- - f - - • • ",.: 6720 SW Macadam Ave Suite 200, •• - \ 1 it J I a• - I 6:_____14" 4" f� �'��� )' /PER ELEV/RF Portland, OR 97219 1,,:•_,,:, ' ' 1 �� T O PLATE0 ``�I j f T(503)-419-2500 - — L - � - - - - - 07 - ' / '-' 06 10 00 2X BLOCKING Y'I f \ ,# t 1/2: 12 PER ELEV/RF CONTINUE CLEAT !;_;_; —E; — �_ - 2X6 2X6 `� ) \ I i CUT TO FIT N - 2X8 -_-_-____ 6111r �` • 2X6X4 2X6 ' ' _ 1 :' Catena Engineers i • � g es v 1-1-1-1-1 d 07 54 23 THERMAL / :" � `� • _ 1500 NE Irving St., Suite 412 . 4114 2X8J- � PLASTIC MEMBRANE +• 6� 1 \ \1 07 54 23-THERMAL A1II1111■ 1 Portland, OR 97232 - - �- - I 06 10 00-2X BLOCKING ROOFING WRAP OVER _ \ PLASTIC MEMBRANE I �' �':�: '- I T(503)-467 4980 F ♦ CUT TO FIT TOP OF CURB ' ' - ROOFING WRAP OVER �" S' ♦ - 2X4 2X6 �� • - A TOP OF CURB �� MECHANICAL ELECTRICAL & �f 2X5 072400-SELF ADHERED ; _ ,-•'. = _ PLUMBING ENGINEER .. - MEMBRANE FLASHING J '_ N.401 -I =r El 07 24 00-SELF ADHERED ' :1:q • �' 07 54 23 THERMAL /1 I= • MEMBRANE FLASHING /, __ 6— a Glumac I • II I I f 900 SW Fifth Ave. Suite 1600 s� PLASTIC MEMBRANE 4 I I- _ I - ROOFING WRAP OVER ;;, 9 204 It --\ FRT Portland, OR 7 06 10 00 112"PLYWOOD - 1 _. ., . J T(503)-227-5280 • T OP OF C RB U I♦ . .: ..-,( - .: ,. .,, , . Y` I 7 ` N. 07 24 00 SELF ADHERED /1 1=" 07 95 13 MEMBRANEL ---�, MEMBRANE FLASHING �- AII �� FLASHING 07 95 13 FIRE BLANKET CEILING PER RCP FOOD S:0RdVsICE CONSULTANT 4 114" 4114 2 1/2"/ '•= $„ -1•=' • I 07 9513 INSULATED VAPOR ill Webb ervice Design F -' e = 00 1/2 PLYWOOD 06 10 D0 BLOCKING ,: ,_:, �. ; j A 06 10 " /- I r 1-0 PER WALL SECT 4 4 4 112" 5.. 08 33 23 HOOD 3700 SE La#ayette Ct. N. • SEISMIC JOINT .,_:::,-;.• I _ FRT f = I , N; BARRIER = ;: Portland, OR 97202 ` ` Y f ;_-. ,`i I . - 11 112 1 7 FIRE BLANKET07 95 13-INTERIOR -- SEISMIC JOINT , ::::: 0 95 13- CEILkNGlCE1LfNGJOINT06 1000 112"PLYWOOD r`_. • GUIDE `� I FRT '- . ACOUSTIC &AV CONSULTANT —� 07 95 13 MEMBRANE I .', : ; - Q7 21 00 RIGID INSULATION "r -i �� The Greenbusch Group MM, FLASHING I I - 1900 W. Nickerson 5t., Suite 201 " MM.,s.,, 07 21 00 RIGID INSULATION ______..1 I -1I II �' 07 95 13 INSULATED VAPOR {_ --_�._ aTEMPORARY ROOFOR TARDER 1 �1: '• _ _ ', L______________,----- Seattle,WA 98119 BARRIER 07 54 23-VAPOR i +: _'. • 9-1- :_ T 206-378-0569 1- RETARDER 1 TEMPORARY _ '' :a A 07 9513- FIRE BLANKET • ROOF - _ 05 4 '� O 00-EXTERIOR WALL ALL - I " " ' _ SHEATHING (2) LAYERS COST CONSULTANT F 07 54 23-VAPOR RETARDER 05 40 DO EXTERIOR WALL —� , ;'._ l /�� Construction FOCUS TEMPORARY E I YROOF _ SEISMIC JOINT AT CEILING 1 COILING DR HEAD C6/SA ::'t SHEATHING 740 Almaden St. =' ! i` 07 21 DO BATT INSULATION Eugene, OR 97402 ▪ _ {2) LAYERS -1► (\ 1 ) 3F, = 1 �,� / • \. D7 21 00 BATT INSULATION -,_I- i •�' � T 541-686-2031 A; ~`•.' - I `• �- 05 40 00 EXTERIOR WALL 05 40 00-COLD-FORMED ; = i SHEATHING (2) LAYERS METAL FRAMING / I • I �. w t �` I 0610 00 BLOCKING ROOF- �+ 1 �- 07 84 00 FIRESTOPPING SHEATHING EXTERIOR WALL ;*; ��� CUT TO FIT CEILING {L7 4J C5 C6 �� \ _ TYPE PER 09 21 16 GWB SHAFTLINER -�_ -_�'_ (2)LAYERS - - - 'T f ROOF PLAN \T 09 65 00- BASE `_• R- 4 I 07 54 23-HOT WELD / !I -r 07 54 23-HOT WELD 07 92 00 SEALANT AND .Q17'� ?�1eCI�t�AC I 07 95 13 INTERIOR WALLI SEE INTERIOR `i i" y- BACKER ROD ease 1 �' 07 21 00 BATT INSULATION / WALL JOINT DOVER ROOF-CEILING I4 2X4 ........... �� ELEVATION, TYP „ ,._ 07 95 13-FIRE BLANKET r 08 33 23 SLAT FLOOR FINISH }}} 05 40 00 EXTERIOR WALL TYPE PER I _ _ SEA �,WA SHEATHING ROOF- ROOF PLAN 1 : - 06 10 00 BLOCKING A '' PER FINISH r I 08 33 23 CLOSURE . Jr CEILING I a SCHEDULE/PLAN C„_D - - PER MFR Y C� 07 54 23 HOT WELD TYPE PER I I I-. -441111111, ROOF PLAN / ----- I \ Q8 33 23 GUIDE 2X4 2X4 7 - 0 54 23 THEE . THERMOPLASTIC S C 0 1 FLOOR-CEILING NG 4 ROOFING -- ,�"J - �1 2112 2 2112„ /2 8 TYPE PER ;,. I - �1 �i ROOF PLAN RO - Rid/ �I� 5 / w I I EISMIC J�� F� a . . 1" 2X4_ 2X4 \ .. , . . . . ^ ',,,,, • I - = y 318 „ , , . _... { yam' =F'• - _- — I - ., .. I , „ _ _ _ - r- �Tn.+ I0..1. X �� ...,, . . _, ., —7 ,•,, _ _tet II I '1 .-..47..--1 lEti J -i .. .. .. -� UPPER LE 1/. .:',' _ - VEL -I d :� -- =r - = _ UPPER LEVEL , _ „ 6 20R410, l'i i .-,, . . d - 114 `* t a ' o . ... _. _� d 46 I III I -� •✓ -. /4 — - �\ �� ®1 5 ; it. no. .... ,.._ .,_ . _ 1 1 1 2X --- - , I i 6 _, .• __. 111111 IlliumaillOr '- :. ua ____ -T i ► , IIIc • -' Alk _ _ /_ - - I ,- _l_. _ - - _ . 4X4 4X4 _ _ - _ - _- -Z-27/ - _- _ _ � i� 2X4: 4_ °� / 7-:-..----_;:7,7_\.-.',:: , - -- - - a' - =_ �- - 7314 •• : ..- ... :... ,_,...:. - , .; : . . .• _ 111I • I 11 9a- 4 4X4 - M / _ • /// t V/ /// .//// J r ' 06 10 00-PLYWOOD 1'r / SHEATHING, COORD 06 10 00-PLYWOOD \ \ STRUCT DWGS Er ... . ., _ . ”' / SHEATHING, COORD WI / i4 07 84 00- FIRESTOPPING / i -,- _ STRUCT DWGS 05 31 00 NON COMPOSITE '. '` `'' ROOF DECK 07 84 00-APPLIED • _ 0610 00-PLYWOOD ly 07 84 00 FIRESTOPPING DECK CLOSURE PER MFR FIREPROOFING ' SEALANT ~_ SHEATHING COORD W! SEALANT VVT # 07 84 00 FIRESTOPPING - STRUCT DWGS =,: 06 10 00-BLOCKING _., 06 17 33-WOOD I JOIST WALL TYPE = •`. •,. I WALL TYPE 0512 00-STEEL BEAM, SEISMIC JOINT INTERIOR - SA/C6 - PLAN PER PLAN '` • J PER PLAN COORD WI STRUCT DWGS - / 3" = 1,-0„ - SEISMIC JOINT - N WINGS WALL ROOF SEISMIC JOINT AT N1 STEEL ( WOOD F \, 4) _ 1,_a„ 5 3" „ _ , „ FRAMING N G ROOF C6/SA 1 - 3 - -a (S14 @___ C6 WALL TYPE I,CC ) - PER PLAN WALL TYPE WALL TYPE VVT `-+ �,'' ER PLAN PER PLAN NATE: I•• I I , WT' / -• FOR COMMON WALL TYPE NOTES& PER PLAN A "I4. :',':vr----- ,,, = vvT CALLOUTS SEE - REVISIONS DATE I 1 1 A5.64 I :,'•: 4114" \ I SEISMIC JT -- I I I / 06 10 00-HEADER ' � \ • \ PER STRUCT I I �; 061000-SHIM I I • •I - >--<.,.._..,...,„, I _ Int. a TIGARD TUALATIN SCHOOL DISTRICT . ..„ _,. B O HEADER 07 92 00-SEALANT AND I -_ _ - ',,... .:_• i ., . 1:1:: ; +— - - BACKER ROD r ... _ __ TIGARD HIGH Z•••1 07 62 00-PREFINISHED - 4 �P'1 WALL TYPE , z„\-. FLASHING 7 �I - - - — _ — - - PER PLAN u:•:'': / —� 2„ 079200-CONT 4 _ / � SCHOOL i�, _ 07 9513 FERE BLANKET ACX X CLEAT __ i_____ J ` i:'. 07 24 QO SELF ADHERED \Ni. - r-.-.T,` (( 07 95 13 INTERIOR CEILING/ I :.4, e3/4" ` = MODERNIZATIOls t•-.1 MEMBRANE FLASHING , CEILING JOINT COVER I • _ I ,T 06 2 112' - r' 079200-SEALANT AND I = PLYWOOD,1Q 00 1" ; 11 112" BACKER ROD OOD, FRT I - —I �' 2 112" c� :� . _{: . • _z - "" ' -!- I- 9000 SW DURHAM RD. 06 10 00-SHIM i 07 62 00 PREFINISHEDI ► :; ' 08 11 13-INT HM FRAME • .. BREAK METAL EXPANSION 7—III �� o TIGARD, OR. 97224 JOINT COVER 11-'1 I PER DOOR SCHEDULE JOB NO: 16992.00 4" 07 62 00 PREFINISHED ti ,.. � :‘* ISSUE DATE: June 19, 2018 FLASHING • �'-"- : r - . N'r ii. - - - �_..,f , 3" �,�', _ _ _ 4::-.-1 -:.-',''':‘'.',.-1':::,. .: _(-,--':(•,i, •'''- I : Jurisdiction Stamp Area SEISMIC JOINT SECT AT DOOR HEAD - C7/CC � _ - -, 3" = 1' 0" e' 411 E15) /2 112" _ �► ?- 07 92 00 SEALANT AND -� / V- �_y -• BACKER ROD w - N \ . I I:2112„ ( I ✓ jri. IN t '' \ 11....,- 4 _. , ,,, ,,,,k„, _ „ . .... , _,,, cn t jai. .,. . =_ ` 111►'•- - 1 05 40y00-EXTERIOR WALL` 07 24 00-EIFS ,, SHEATHING 2 LAYERS SEISMIC JOINT a 07 24 00-RIGID INSULATION h'_-'. 07 95 13 FIRE BLANKET 07 24 00-FLUID APPLIED �- I '' I 07 95 13 INSULATED VAPOR I W DETAILS AIR BARRIER I t BARRIER 66 WALL TYPE W 1 07 95 13-ELASTOMERIC SEAL Cl) ii I 072400-SELF ADHERED PER PLAN I _ MEMBRANE FLASHING co o , 4 SEISMIC JOINT ATEIFS - S141SA - PLAN ct 3., = 1,-0" uJ A5 • 67 METAL WALL PANEL ABOVE IN 11} i �- I 4„ -�� co :. , i WALL TYPE bassett! c4 3" ' PER PLAN architects 07 95 13- FIRE BLANKET 07 24 00-SELF ADHERED - - • :_ 1 MEMBRANE FLASHING :"- 07 95 13-INSULATED I 721 NW 9TH Ave, Suite 350 VAPOR BARRIER ;,; I Portland, Oregon 97209 07 95 13-ELASTOMERIC _ _ i - _ �1— T (206) 340 9500 F (206) 340 9519 SEAL I s 06 10 00-BLOCKING 07 62 00-PREFINISHED '; , �� . _•/ 44 FLASHING ::- � , •• / PLYW10 OOD, FRT ♦� CIVIL ENGINEER & LANDSCAPE \� �; ,;?_-,",,L; _ 7.,;:_-:,''. Cardno - �'; • % - 6720 SW Macadam Ave Suite 200, 4 4" 1 7 112" - Portland, OR 97219 t -':-\';:"I' SEISMIC JT i T(503)-419-2500 I - 1 114" .;. f_ STRUCTURAL ENGINEER :i ; 4444 2h4 Catena Enginuite 4121% 3Tl1 - \f` I,_ illMECHANICAL ELECTRICAL & - 1 1 1 1 1 ; q2( i/)/ /// k /it`-.. . PLUMBING ENGINEER �.� ■ -- J' — _ _ f� NGlumac `J` ,��.� ;�• :., 900 SW Fifth Ave., Suite 1600 3' I 4" 3" 5 112" ��■■I ■ME ;. Portland OR 97204 f /! �i■i■E ::-... T(503)-227-5280 WALL TYPE 07 24 00-EIFS �r;��I�'■' join,' - - PER PLAN 07 62 00-CONT d 'Ct••II-- .. FOOD SERVICE CONSULTANT 07 92 00-SEALANT AND CLEAT �` ���■■■■■■■B� ;.. � BACKER ROD 11■■■■■ " Webb Foodservice Design 07 42 13 J TRIM- .i■■■i�iii■■■r, 07 62 00 PREFINISHED 07 42 13-RIVIT ��� `I� ■■` 3700 SE Lafayette Ct. BREAK METAL EXPANSION JOINT COVER 07 62 00- PREFINISHED ��� �' `- Portland, 97202 .�■■■ T(503)-236-8566 FLASHING 07 42 13-THERMAL SPACER ! �it■iii1 Iii 07 62 00-PREFINISHED 314" ■■■■ i• ' FLASHING /�, 07 42 13 SUBGIRTS; MIN 16 -----� ''�!��■ I ACOUSTIC & AV CONSULTANT 2" i'.< GA - - . The Greenbusch Group 07 42 13-MWP f. -.4 1900 W. Nickerson St., Suite 201 PER ELEV s' WALL TYPE I - Seattle,WA 98119 _ PER PLAN T 206-378-0569 SEISMIC JOINT — N WING N WALL N111ND — PLAN 1 3„ = 11-0" COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 WALL TYPE t @::9_,...\\/ t WALL TYPE PER PLANPER PLAN D . . _ . - - . , _„._, . , . - . - - `tet <S9YD LORNE'WCONAC ' Ieasy sll ASEA E,WA 0 1218 ,, I , f-:: ... U) II€! + C') - : /� SEISMIC JT . w . , $ WALL TYPE t PER PLAN S ..:. .,, .:,:: ':', 3 , -'_ R..� ��`•��• r. co '�Ii�� t PER PLAN TYPE 10 26 0 CORNER ARD ”` �� 05 12 00 STEEL COLUMN. 0 C GU r _ COORD WI STRUCT DWGS : . 0811 13-INT HM FRAME _--.. • )i -,` PER DOOR SCHEDULE -__- 07 9513-FIRE BLANKET - 6 314" ' r) 07 9513-INTERIOR WALL/ - . , \ WALL JOINT COVER ' ` - —C - N / # REVISIONS DATE 11 112" SEISMIC JOINT INTERIOR — C7/CC — PLAN ,`-/.} 3" = 1'-0" 11 112" 07 95 13-INTERIOR WALLI 08 11 13-INT HM WALL JOINT COVER FRAME PER DOOR II _ N SCHEDULE 07 95 13-FIRE BLANKET 10 26 00-CORNER GUARD 07 9513 INSULATED N ` �TJ VAPOR BARRIER `=-- \ 072400-SELF ADHERED \ ., ' MEMBRANE FLASHING 07 95 13-ELASTOMERIC — WALL TYPE 4" SEAL .. PER PLAN TIGARD TUALATIN SCHOOL DISTRICT . \\ - (Ns , :-.: ... TIGARD HIGH c. ..: N // 3„ / 2X$� _ _ ,. 2X$ SCHOOL 07 62 00 PREFINISHED — 6 1/4" 6 1/2" : -�� 07 62 00 PREFINISHED MODERNIZATIOis FLASHING • `/r FLASHING,3"X3" , •_.. .., II , ! - � ' 06 10 00 1" - 28 PLYWOOD, FRT / 06 10 00 2X BLOCKING 71'' = 07 24 00 SELF ADHERED 9000 SW DURHAM RD. / --;,..;1- _) ; 1_".: ,= i.::,-:.-::.:%, TIGARD, OR. 97224 3' y 4" 2 1/4" 4" / MEMBRANE FLASHING !� to ,n 07 24 00 FLUID APPLIED AIR JOB N0: 16992.00 SEISMIC JT SEISMIC JT , BARRIER I --_- _ _ - �� ISSUE DATE: June 19. 2018 1 2X4 2X4` 2X4 2X4 �4 \ Jurisdiction Stamp Area 7/-7 .,/_ .'; • .4 pi , if . : Ale j ,..„,_ - of- --i ' ' iEf i.- f , ...-, ... I LI: I I . , 318 — —2X 2X ■■■ ■■ 111 V ir !MIN Ir tt, A• -1111 ♦x ♦ •••••••• •M co e. . `. _ ,n _ 4112" ■1■• r/ r `ij 44lI(dii-4VgimilAtil& SEISMIC JOINT n r �_ yI :` � ;!� . /40,*1:1,741A..1DETAILS 3 4' 3" 7 112" ♦ ♦�� � 'iX •I' � A. �� ��♦� ■■■■■=- WWALL TYPE 07 92 00 SEALANT AND 07 62 00 PREFINISHED�4 . , 4 ,1l CI) N O dj BACKER ROD 3/4" ..... ,/♦ PER PLAN 07 fit 00 PREFINISHED y FLASHING 3, :� �� Ca W �� �® `-, BREAK METAL EXPANSION 4 112" ��'� ♦`♦�y o JOINT COVERco . / 2 cv -- „,„ __ WALL TYPE �y ti PER PLAN ii 1 A5 . 68 SEISMIC JOINT — N WING N WALL N111ND CMU — PLAN a. �4� 3j1 = 1'-0" Partition Brace i— Toilet Partition Toilet Seat Cover I Flush Valve on Open Partition Brace Mirror Paper Urinal Screen Shower Controls/Hand asse Dispenser : ::aste / Sde of Stall Toile#Paon \ YnlsTowel — Sanitary Baby Changing FOf Finish Face Of Finish Shower i i Shoer Head RobeHook Util' Shelf 8,3oted 18" Dispenser Napkin Station 15" 15" Napkin Sanitary Jarchitects � '_ SND i. fit_ c_ 20" J F-. c_ c_ / J 20" Soap r ' . _\_ I d0 „0 0_ \ �\ GP GB T 7 / / f / / to N Dispenser - \ T_ 1 l 12" - """ —\-,,, r ' l'' III "' ` co I 0. ° 1 721 NW 9TH Ave Suite 350 J \ l E �'� - o TPD TPD TPD TPD Portland, Oregon 97209 Oct o , g- • .. I 1„ id ...i_ •iJ \._ 1' \ �,'' o = ♦� _ �.i_ M _ _ �-, T (206} 340 95QQ F (206} 340 9519 c. - r , -„ , �' •, „ „ �r/� `r 41, uo N o "� U o N N kr N Q cm v oW SNN 0 _1 0 - rNW0 NNW 0 hAl • • .1 F nt Side F nt Front Side v •nt I Side Front Side Front ;id„ • • • ' 0 N • • ,i- • • • '• GB GB m Pipe Protection J I CIVIL ENGINEER & LANDSCAPE 16 16 18” 18" 18' Vert Grab Bars and Threshold l n MIR 6720 SW Macadam Ave Suite 200, rr TSCD �'h TSCD ,h TSCD ',y �. GB TSCD l / l i / , Toe and Knee Clearance 4" � � � � I Cardna 32.. 58f / J/ I FT „ 60"dr- ,e / 60 ' Folding Bench )/ SD Portland, 721 Min Clear Minimum Minimum Minimum Standard Accessible OR 9 9 ) Urinal Urinal .. - .. T(503)-419-2500 v Standard Ambulatory Accessible Wheelchair Accessible STANDARD MALE STANDARD FEMALE/ ACC STALL WAC STALL STANDARD LAVATORY STRUCTURAL ENGINEER Toilet Compartment Toilet Compartment Toilet Compartment STALL GENDER NEUTRAL ACCESSORIES (AAC) (WAC) Catena Engineers STALL 1500 NE Irving St., Suite 412 Portland, OR 97232 STANDARD MOUNTING DIMENSIONS STANDARD BATHROOM FIXTURE PLAN T(503)-467-4980 ) 114" = 1'-0" �- /l 112" = 1-0" MECHANICAL ELECTRICAL & PLUMBING ENGINEER 'S3 S3.2 S4 S5 �� S7 Glumac 900 SW Fifth Ave., Suite 1600 5'-6112" 3'-81/2" 3'-8112" 3'-8 1/2" 3'-8112" 3'-8112" 3'-8112" 5'-7" 5'-2 318" 3'-8" 3'-0" 9' Portland, OR 97204 I I r _ I / / / J i� I f r 0 T(503)-227-5280 `� FOF 1 I . \ �J FOOD SERVICE CONSULTANT SJ — I �- I — — I u--.� - - - --t - . - -M-- - -M - -„- - - ---,. -_ - _ - .. - ,� - -� Webb Foodservice Design N r m M M M m m r M i- M M -ii Ir ! LSD-1 }LSD = LS II-1 }LSD LSD-1 }LSD LS:II ]=LSD 3700SELafayetteCt.rGmGmG mGmG A GmGmGmGmGrIGmGmGmG M G M GioGm Gr _ _ J30 �'� - t '� ' K Portland, OR97202Jft 1� jit_ _ J� _ _ X _ J� _ _�� _ � �I _ _ �I _ JIt _ _ JI( _ _ J� _ _ X _ _ �I� _ _ X ii` _ � iIt _ _ iIt _ _ j, L ' ' ``, - \/ N • J30 T(503}2368566 70 0 • 0 737,. . CG-2 _ A60 A60 A60 A6D I G r 1 G _ ___ __ .r N 1 pE� p ® „ ,_ „ i-1"---------- _ ,� „ WAc ACOUSTIC &AV CONSULTANT I �` i _ _ �. 3'-1"� 1' 2 i _ 3'-1” 3 1 �I 5 1 J r . i p —s:�: _WAC ,� �I � The Greenbusch Grou J ' " — 1900 W. Nickerson St.,Suite 201 i G-�1 5A TEAM LOCKER `�G_ , 5-0 - WAC : _ ._: - - - - _ r l _ >--7-.4 .- W007G - A30 •" ~1/4"/FTTfP. / — �,-� I -I T 206-378-0569 Seattle,WA 119 1.4.,1 _., C' ' 0 G \ TRENCH DR�,IN, FD / \ SHOWER / 1 i i\ - .4.. i• FD f SEE PLUMBING a z / \ / I I G G 1 SHWR 6 TOILE W007C- I I COST CONSULTANT ' = I I r Construction Focus • a: :■ 5C 45 TEAM LOCKERS I- = _;t 1 1 r 11111�07F Q ¢ W007D J C -2 I r • 4 I J I \ CG CG-2 I CG-2 �� D i I I740 Almaden St. 1 ...__..... ._�, thpw ! .G-.. l 10 51 00-BENCH - :: i r Tr \ ?� `23 L--- �._ T 541-686 2031 02 OR 974 imi Iu ' G-1 ` G • A30` r I �1 �A9.51 �!; • 1 �/CG-2,f _._ I A30 1,7„ 3F-0„ 3,_0, 1,7, I I I C . . � - ~ �I( llf �l( _ _ I` 11 111 111 � I If �If �If �I� L11. ---i- = _�J yll - I i / o Q o ' -� F1F1F ; LOCKER FF_ °I)dili°C G A G m G m G m G m G w G m G W G W G m G rr G w G m G m G r l F 1 -F4 � A liiA wl ii M 14 lil M1 M A ADA A ADA ADA il ICG-2 I I I I I I I I I I I I I I I I I I I i 1 •1 1 I I I I `I I I 1 I I I I I I I I I I I A30 ,� . 1 F c& -SE - D , DIDIDI IDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIDIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIA F �- rn -SE LORNEMMCONAC • 1 `� P W007G-1 - - - 10 51 00-BENCH nse 1 I -—+.---.-----.---- --e- ---µ-----+�- - -+«---+�- ---•- ---�--- -- --- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _. 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F iN rl M • wt Iw II M M ADA - �, ®. _ / ALIGN \ irl :114 :,.., 1 ' 1 G s G m G M G G m G m G m G m G m G r G Il G m G m G `�' A9.51/ - - - i 1� - F 1 i r +I{ I� II I II II 11 II II III IIII II 11 I I . r • - - - I ft J t J-t J t J J.t J-t J t J t A 1Jt 1-t J•t rJ�-- 4 4'_8„ 4'-0,� 4A / 4'-8" \ i . SEA E,WA k. "' I 1A 14 GEAR BOSS LOCKERS I _ :� 1 I 7 /7 \ - � • - - - I 27 TYPE E LOCKERS i-- - _ -- --_ 0 FD °- FD t I KINO___07H-1 - START LOCKER LAYOUT 4. A704 'B I ` W007A-1 / A301 TEAM LOCKER START LOCKER LAYOUT 0 /2 18- 1 A7.05 1BFROM THESE DIM PTS FROM THESE DIM PTSi \ / A30 _105100-BENCH® 707 H I r -1r - 4,„.....---- , r -4C -, 1 I \ / f l :in 1 FD J I I I \ S L - - - - 1C - - I I Dim Point 1 Dim Point - \ in i �C- - -l_! - ` T T T T- T T T T T T T- T T ] - _ \I-- r - T - � -F- - -r - T - TQC - � T - T - - i -r� - 1 1 II ICICICICICICICICICICICICICICIC CI ! C CICICE CICICC1C1CiCICIG + CIGjC1Cl I m L -. 4 , I I- - + -- + - + - - - - + - + - + - + - + - + - + - + - + - + - -+ - + - + - � r\l- - � f I I I I 1 - - - + - + _ - - - . ADA_AD AD AD ADA. 1 L PE TEACHERS L ICICICI C ICI ICICI ICICICICICICIClCI IGiC [ CICCICICIC C � 1CICICrCIC + C + G3 GIC W007A I CG-2 CG-2 _ _ _ I �j _ L _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l - 1 1 1 1 1 1 _ 1 1 1 1 1 1 1 1 1 1 I I rn TI I- r - - T - - T - - T - - T - - T - - - - - T - - T- - T T T - T T - T - T - 1`^T' T 7 I I 1 E I E I E � E I E I E I E I E I E E I E I E I E I E I E l E E l E I E I E I E - 6„6" ! L _ - J 3'-6" L 5,-0" I \ I I I 1 I 1 I I I I I I ! I I ADA ADA L I I /i 7# 0��� 1/4` I I 1'-0"6„ I I I 1 I I I I I I I I I I I I I I I I I p 0 BOYS LOCKERS m J /(® 10151 00-ADA BENCH WI BACK SUPPORT _ SIMf ! A30 E I E I E I E E I E I E I E I E l E I E I E I E I E I E I E I E I E I E I E I E 1 E N , m 2B ` I I I I I I I I I I I I I I I i I I I I r 400 PEMANENT LOCKERS FD W007 w FD I I !.? I A� `( L - ._ 1. _ - 1 - _. �.. _ - 1 _ .�. ._ - 1 - - 1 - - 1 - - 1 - ... - - 1 - - 1 - - 1 - - 1 - - 1 - _ 1 _ _ J. _ _ l _ - 1- - - .,. - _ 1. ,- .- J 1 1 --� I 240 TEMPORARY LOCKERS ! ! I_ 1 10 51 00-ADA BENCH W/BACK SUPPORT SIM SIM Os r J 10'-9" I l { I i - - - - 7 i i OPP 2C A7.04 OPP CO TEAM LOCKER T T T T T T T T T T T T T T T T T T i__4 T T T T T T T T I T T + LT_T_ - T - T - T - r 2D a, I I WO ICIC , C1Cr ICICICICICICICICICICICICICICI IC ICICIC1CICICICICICICICICICICICICICICI I I 2A Y 007J I I ADA ADA ADA ADA ADA ADA 1 sim E VII0O7J-1 \ I 1 + - + - + + - + - + - + - + - + - + - + - + - + - + - + - + - + - � \! 1 + - + - + - + - + - + - + - + - + - + - + - + _ + - + + ` + + - 1 q 13'-55/8" OPP I 41 TEAM LOCKERS ICICICIC / ICICICICICICICICICICICICIC1CI ICICICIC , CICICICICICICICICICICICICICIC j • - I L 1 1 1 ltl 1 1 1 1 1 1 1 1 1 1 1 1 1 � F- -� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I E ' 1 2 9 A7.05 2B ® I CG- n 1 I I 1 - - 1 I I L _ _ J FD I ' `• FI 2C 10 51 00-BENCH--_-1 ~ CG-2 t 1 ' :.G-2 LI . - - - W007-1 10 51 00-BENCH f A7.04) A30 W007-2 i ' 1 0 �/ 0 _) 1 I 4.7„ _ - L - / FD 6 I FD 10 51 00-ADA BENCH W/BACK SUPPORT 14 , a I CG-2._ CG-2 tC�O}fRR n - - - _ - r - - - - CORR -J r - - T -�� - - - - 000CI I I T T - T - T T T T T T T T T T - I TTI --- T ITT T Ti ■T T T T T T T T TT T r T T T T T T T T T Ti A30 . (� �' I I I I I I I I I I B I B I B I B , B I B I B I B I B I B I B I B I B I B I B I B I B , B I B I B I B 1 It I B E B I B 1 B 1 B I B I B I B i B I B I B I B , B , B I B I B I B I B B I B , B , B I 1 W000C - E 1 E 1 E 1 E I E I E I E I E I E EIEIE P-ADA3-ADA13-ADAC,ADAI I I I I I I I I 1 I 1 1 I I I I 1 . t I I I I I I I I 1 I 1 1 I I I 1 I F3�A F; 1 T SM - — - — - I— -1 1- — I 1_ I I I— ADA I ADA I ADA — — — — — — - — — — — — — — — — — - ---7 I 1 ' C G-3 CG�1 CG-3 CG-3 I J30 A30 6'-6" 63'-7" 6'-6" -! IA REVISIONS DATE ' BOYS LOCKER ROOM "OTE: 1 -SEE LOCKER TYPES IN SPECS -- _� 1/4" = 1'-0" 0 193112) ( S8 �S9 S9.2 �+ ,-- . B30 1330 _� \,_____..-/ S8� S9 59.2 Sg 16 I IIIllt I �. • PTD ri .� �' PTD IJe BOYS ri irl ri Cao I �� I le S , -2-6_ 2.-6" Tilli. �1 I _ 1 I ., 1W103 3'-0,. 3,-0„ 3'-0„ / ■-0,. �- S H1 `� I PTD I 3'-10" 1.-6 112" M / / 0 t 1 ' . 1 jr A30 to ,� �' I \ ' I _aMEN / \ • 1 , - TIGARD TUALATIN SCHOOL DISTRICT '~icxc3'-1" 3'-1" 3'2'" 3'-0" 5,_1„ 1,-0„ y ., ., W2 , i-- ... v _ MEN r — I W2Q4 I / BC TIGARD HIGH \ FD I W014 - ; ` 3,-0„ 3,-0„ 2'-9„ 3'-1" 5,_1„ 1-0„ CORR I ACC `•� WAC I / 1 I I A30 1- \ ` de FOF W20Q - FD_�� ,- TOILET 1 23 23 — V\ W2Q3 ® d. _ SCHOOL 1 � 131 A9.5% / WAC A9.51 'T .,� _ i ! r f \ 3+ A30 ' AC L .)- L- W103-1 3'-0" 3'-0"/ 2'-9" 3'-1" 5'-1" 1'-6" WACImp WAC,A. r4 T4 MODERNIZATIOIN I > -.rte CG 3 el i �� I - 41:00 I --- r� OA - - - I_ C vwc [ cF �- _ �- 4, , _ of ► Es,- -- JI in - rev- I_�- g • _p p j Y/�^\Yl _ c 9000 SW DURHAM RD. r r r r r \ fiC �0 11 a - a]!o r1 El I L.A. I I WIOlin • :•ill I — 'I t - ■ ♦ - 1'v11 W104-1 / ' , , -s 1 I o`• �/ 30-1 TIGARD,OR.97224 �� poi ` /-1 ' #i 1 Ir1VL r - ;i'W � I ISSUE DATE: June 19, 2018 � -� WAC cC C [ „ O C O C � - J 4'-7 112 N -t 4.-7 112 - -� - - 3d ,I -- [ .„ <( _ide1 Jurisdiction Stamp Area �-- I En , - , UNISEX RESTROOM (UP) - -3.-1"--.. 3.-1” FD 3'_1" 3'-1" 5'-1" 1'-9 7/8" r• r I / `. 1 - - - - - 114 = 1 -Q / ye Ifs �e "f o I '2/30 L 1■ / ./T-_--. o \ / ) . '- B30 LL 8 I GIRLS ` \ C 'S-0" 3'-0" 1 2'-9" 3'-1" 1 5'-1' 1'-6" - • E 30 / \ } T 10-Q I 3' " 3'-0" 3' D" 5'-0114" / M W104 Jt' / 7 \�� / r/� JAI J�I r WOMEN 7�� 3,-0„ '� 3,-0„\� r 2'-9' 3'-1" 5'-1" a'-s" \ / 2'-s" \'-s" 30 A30 - - W205 l 1 / FOF L J '4' �, '� \' WOMEN _ , \ / ao j PTD .1 n ri, 09. , R .0. 12PTD I W013 � - - D41 I I - SL �� - - - - - - - - SLI ,_-- _- — I- \ R { illl ENLARGED TOILET i � .: .: :: :;~�=ll=��l=��I=� u � � � I I I I I � I II 0 2 4 8 CD I IJ w PLANS � 4-4' ,/ I 11 t C'7 /�I V/ O co COMMONS RESTROOMS CTE RESTROOMS (LOWER LEVEL} i CTE RESTROOMS (UPPER LEVEL} C N 1/4" = 1'-0" 114" = 1'-0" ��/ 114" = 1'-0" TRUE C co PROJECT NORTH k NORTH �4 A6 . 11 S \ @__9� S9.2 (S 10) �� �� S1 S2 Q 5,1 6'-9" -5'-0"-, 11'-9" 5'-10'" 11'4' 8„ brise tti \ = I T 1 / ArkTYP I .. , a _, architects I A9.51 0 a - A30 ` (� d T ��-+��-+ \ / •I r7 1 1 1 a I PTDI 1 ( SV - -CG EID ""t FFIFFI- __ - .- - �� , \ _ _ � _ i _ 1 _ i _ i _ _ } r A3o 721 NW 9TH Ave Suite 350 Lc, \ + F ° ill N f � I LOCKERS� - - � � ��� �' ���'�� I � Portland, Oregon 97209 CORR M F A • T (206) 340 9500 F (206) 340 9519 .3 W000A N-LJ ` I ` W004B L F = L - - - ' IPTDI , j `�' IrI1I I ` 'J 4' °�� I [PTD, / , \ PE TEACHERS ` u40 ` ' / A30 its r _ v 2A WOO4A \ 105100BENCH 1 . i . . . 3-0 3-0 3-0 12 7 i II CIVIL ENGINEER & LANDSCAPE q n, I A30 � � � 1A � / - i.,- CG-3 Cardno `, CG_3 C 2 P .07.04 28 n W004C-1 _ Lk ., ,,. I MEN z'-1"\\ 4.2" / 1 6720 SW Macadam Ave Suite 200, - - 3R A7.04 3B -- - \ I_ I i i • �' � I WAC I + W11� � 1� .06.13 1 B / `_ � - / - - �C G Portland, OR 97219 I I►`a - TOILET TOILET S6 T(503)419-2500 - i / 2CI I / TOILET ` I ., - •�• I W112A W113A �� �. + 'a - SB - - - - - �_ _ - 1,1.1.. FD _ 1C- - -, SB OPPSSTRUCTURAL ENGINEER @9) - - - - IL 1 ` �- t 1 jJ1-6 5-1 J 3-1 3-1 r '4 r " _,,," 6A- T' �- I --+ i T 6A `. "' g Catena Engineers u / r 1500 NE Irving St., Suite 412 (. .-... OD - - - -r"�T - \ / i 0. , r\- �,, I --hf 1 I�� . �I- f M " Portland OR 97232 I F 1 F F \ i/ 1 o /P30-1 I �' 1 .06.13 •BLat II I I II ME r �. \ / °PPI ' OPP / CG=2\ RWO A-2 RW0 4A-1 N / \ 0 : • _ I I ti / 1 / ` _/,�\_ I �� _T � N MECHANICAL ELECTRICAL & / ` 6. 1,. 3,_°•, �` r r L.-:- - f l �I ;? u_ d — F cl, L� r.: �1 6C 1 PD PLUMBING ENGINEER 7 A9. TOILETS �.' I ° A30 L - - -.- - - - SIAN \ A30 r 411,, 11 I Gl�lmac ` / W004E II i II -I I , /I c `� _ - r- �- \` / r- r 'f OPP �c 900 SW Fifth Ave., Suite 9600 I 10 51 00-BENCH /• 9 2 1'-4'/� �, �\ / YIP) T - - Portland, OR 97204 CG-21:2 \ / TYP 1 _NI I • I O0.); 2,-0„ WAC Y- 2'_8„ T(503)-227-52$0 i i C C I € I I C C € 1 1 A ���J 010 pi z" 7 . 'Y I1�� - \ § • i �i ---r 1 F- - + - H I 1 F- - + - - 1 i r - — A9 51 ' _ _ IL 'I c� G""�' _ `• FOOD SERVICE CONSULTANT B 1 I ICICI I I ICIC I I 1 A II I II A30 Tr I 1 _3-ADAH i I- - -I- - -r I I I- - + - 1 I 1- I l',III r �� r 1 1 I I Webb Foodservice Design 1 �° 5A 1 10'-2112" #1'-6" 5'-1" :..'.1" 3'-1"1 3'-1" I I I I 3700 SE Lafayette Ct. B 1 I ICICI I 1 ICIC� 1 I A �aDa - -+- I I - + - � I I �. _ _ �' ( T:_ III i ire- - - - / / 2A B 1 1 I C I C I I € 1 C 1 C 1 _ I A i[f �� 1 ' \ • Lr T - - - 1 - - A30 � - - - - - - F - - - -- Portland, OR 97202 _3-ADA_ 1 F- - + - 1 € I- - --I -- -- 14 1 I- - - 5 9 A6.13 5B ' _ r'' ' L'� - - H I 10 51 00-BENCH 10 51 00-BENCH - F - T(503)-236-8566 B 1 0 1 ICICI I ® o I I C I Cs 1 °° ® 0 1 A ° II C i FD 2 .06.13 2B / \ o _ F I € F /1, ' ~ - + - ' ' T + .g- I 1 ih cV WOMEN / \ �' Q F I � - I- F - ACOUSTIC & AV CONSULTANT 3 ADDA € i C I C l € I 1 C 1 0 I A - + _ 1 1 H - 11 A ���° 5C I ' / 24 LOCKERS 24 LOCKERS I B 1 CICI I I 1 c + to E I 0 �� W116 " , , , „ ' " ' „ '- ' - - - - The Greenbtlsch Group 17 I c 3 0 , 3-0 3-0 , 3 5 2 V 2-0 V f 7 2 } F I i I 1 F 1900 W. Nickerson St., Suite 201 _3-ADA-1 I I- - + - -I 1 I I--- - + - - € I - - -I - - B 1 1 ICICI I I 1 C I I II� II I I� 1 i� r WA el ` 1' F 1 I ' 1 F Seattle,WA 98119 AAA I - 1 \ 1 - - ; - . n A30 __ _ _ T 206 378-0569 Dim Point r Ate \ / COACH LOCKERS 1 SE 1- - B H- - 1 1 C 1-C 1 1 - - I .� - 1 _ 1 - - F I i 1 F 1.- 1- \ I 1 S i \ / LOCKERS _ � I - - -� F- - + -It°\ I: �� Q I 1 rd .� PTD „R„ I� oda o8a fa PTD I • F�i .' W112 ' F COST CONSULTANT B I I I C C I C 1 AA _ 1 21 W113 B I I I C C I C I' A R���n I ` F Z "I i 1,_211~ _ - - -1 I r - + - -i € + START LOCKER _ _ &� - i ^` I 1 „r Construction Focus B I 1 ICICI 1 € I C C LAYOUT FROM A - - - 740 Almaden St. I :4 � (N' I 0, I TOILET _ F I L -, _ _ r J F Eugene,OR 97402 I + - I I - + .- THESE DIM PTS D _ I 1 1 o = I `' 1 F 1 I N _. I 1 F T 541-686-2031 F- - 7�r , I - - -- T - 1 - -\ r _ t 1- --_ B I I ICICI 1 I 1 C 1 C 11 1 A I c? i-L 7 W116A I I - H 1 F- - + - -I I 1 I- - + - I /- - - 1 B 1 I ICICI I 1 I C € C I A ;n r � r14 �' 1 F I F I IFI F 1 �D I `�! g# ICICI ICIC- A 0-11i = WEIGHTS �° J�i I I 1 I I 1 N0 B i I ICICI I ICIC I I A Ii~ ,,-, , W� �` 1 W117 �., v -SE - - H I F-- + - H I- - I - I I - - — i• �. ' - _ �- -SE C'� EASE!4!<cCONAC [ B I I ICIC 1 I C I C 1 1 D I A ` WT ••.A-1 - - H 1 F- - + - H F- - + - - 1 H 1 A60 J B I I ICICI I C C 1 I D ' ex 1 ra°rFr MAx. . • B I I I C I C I I C I C 1 1 D • w _ � ----.{ in Z-OIL `A L - -L__1_J_ _ - - -� -- __ ` iiSD 1 d.a SC �` -- __. - �SC - • -' _ ? B 1 Q =' t 7 , - 11...--1t.�.l �� ASEA E WA L. - 2A GIRLS LOCKERS II _ _ II \1 -/ 5° `� 60 B i 1 1 D gLDu � u ' J 1',_4,/, 7 - -+ W004 4 I — — a 1 _ B 1 A7.03 2B v II 1 D pr, LD B ` a 1 . W117-2 - - -I 406 PERMANENT LOCKERS 1 =1 ` � I -' - J I 0 /2 18 B 1 236 TEMPORARY LOCKERS I D T' a 'T' ,I- TRENCH �'1 1 r--T-1— — —I f' — —r--T— I 2C I , LSD 1 DRAIN, SEE I ISI I B I 1 ICICI 1 1 ICIC� 1 I D �1 < - - -a I I- - -I— - -I I 1 F- - - - I I i- - -- PLUMB DWGS B I I ICICI I I ICIC I I i D A60 - - _ - I 1- - + - --1 1 1 F- - + - - 1 I - - - B 1 1 ICICI- 1 C - I I D A60 PUBLIC RESTROOMS COACHES AND REFEREES LOCKERS s°�ocKERTYPEsINSPECs - -, H - + - + - - 0114" = 1'-0,1 B I I C I C € ICIC I I 11 I D r� D • . 1 - -- - -a I F- - i- --1 1- - -1- 1 - _ a II In .. . . 2) 114'" = 1'-0„ B i 1 ICIC I I ICIC 1 ' D _ = -�i I - - _ I H - + - H 1 I H - + - - 1 I I- - - A6`0 iri LSjD' r ie B • 1A ICICI 1 I C I C 1 1 D ta F - + - H I I F + - i 1 B i ICICI 1 I I C 1 C , 1 1 D Q I K30 , - - - F- - + - -I I F- - + - I I- - - _\ J30 a a N3 B 111 A703. 1B ICICI 1 1 € C 1 C� I1 I D 4r A6.13 'B - - H F- - + - H I i 1- - + - - 1 H - - II I • I ' ' B ! 1 ICICI I I ICIC I I I D �' B I 1C I ICICI I I 1 C 1 C 1 I i D a7.17 / - / I I I - -1 1 t F- - r m� 1 F- A60 w - , SF - B 1 1 ICIC C I - I I 1 G- - - - - - - - � / .06.13 Ts!- - H I F- - +-- --I 1 € F- - Jf`�\ 1 F- - SB 1 1 1ClC 1 I 1 1C1C 1 1 1 1 D II 1 -■ • �—� c;: °/ I� M B 1 I C ICICI I 1 C 1 1 1 1 D a' `� u \ • i SIM PP /- of .. 1 F + - + - � L - + + - - 1 A60 -'LSD _e I' N107 -1- SPIV i B I € C I C I € C I C 1 1 1 D L., , I\ CO / : 3A \ ® o ® Q ® 0 11 1 '' -' < / \ / PD OPP3B SI �°`� •� - - H I F- - + - H F- - + - 1 1 F- B 1 ICICI I C I C I I D A30 4 I / - ��/.404,./ � 30 f' i ►�IL.T '` / �;: .06.13 / 3• L � B 1 rn 1 C I C 1 1 C 1 C z 1 I D II I I , , I \ B~ I ICICI ICIC i 1 1 D - ,� �/ - I i C - 1 C 1 C I I F- - - \ f/N107/ \ \ / )pkif \ SIMC / .06.13 \A \=" v / B I 1 1 C C € 1 C 1 C 1 11 1 D A60 Ara. / \ \ / N115-1 I OPP 38, Y� : - - - I F- H F- - - - � 1 F- - - w j - WACAIIIII ,/ / B 1 € 1 C C 10 51 00-ADA BENCH W/1 C C 1 I D SD „ i el Nir " z(- 3C ��. 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' �A30 \ �N C \ , GIRLS TIGARD, OR. 97224 9000 W DURHAM D. ® E E ® �:s: i G 3C ti G I a BOYS �� �, \ 8 / N213 A30 E ' _` = �' N111GIRL_ / ,• JOB NO: 16992.00 `? A30 1A ' 4A ' G , r G I - ?-1141 ,41P \ / ,\ ISSUE DATE: June 19,2018 tio 1 =$:,e: ti /E 1 ;: - - �: : / `}' \ Jurisdiction StampArea - - - a 1 E 4 A7.03 .$ _;= I G 1 i G i <4/^ iF:.1 1B .07.04 1B E 1 1 \ \ 1 \� /401111111.. * O r� 1�, 1,_\ �J 1 1C E E 4C 4,-- .�: I G / i G i // \ ' 4 r‘;ry A30 ,mo // �:1 .� - -- -- A 1 I I G I rte- / WAC ��/ 4e \ / _,\. / ' \�� �� a E , E E 1 um, 1 G r I a Q N. �� - F r G _ : �: ;' \,, "a GIRLS E 1 i �:.: G r I G N 5 Ih.„ `' .�/ N 112 :� , �; - - - - A 1 F - - - - - - 1 1 r _ � ir:0: / \ �� y/ ,/,. �� *lAt#80%.//,./4 ^rye �� 1 E E I 1 1 I1 G _ i \ r I \ r /i� '\� •1r4111011 _ (� Q E I E E 1 1L 30-1 I E I G ! ! G \:\� rrr E J E 3.�._ _ _ _ _ _ _ _ _ _ _ _ _ - -� _ 4,.. ENLARGED TOILET E � T i■ T - - I L if }I� )If �I� f� I� �I I TYP IEIE ! EIE _ PLANS Q 1 1 r G w G G �r G w G w G w1 /� roc \�- I E EI IE III E E 1 E - _ - / � ►o S.J �I I I I i� _.� _ A9.51 !\: 3r��A �\` PROJECT NORTH TRUE lil Lii 1 , 17,E '��_ \\ \ NORTH CO �} < • - e eQ ^ - I. .� 7/?,, v v 4i �� ti �J v v �i v v v v v �i v v �i Ci �i �i Vi v 6 14'9" 12'-8 112" WirtcV '� '� SEE LOCKER TYPES IN SPECS 101X�' w A6. 12 ,, GIRLS LOCKER ROOM \ NORTH WING RESTROOM (MAIN LEVEL) NORTH WING RESTROOMS (UPPER LEVEL) 411:0 J 114" = 1'-0" 114" = 1'-0" j / 114" = l'-O" / 09 30 00-CT-1 - I REFER TO SHEET A6.11 FOR STANDARD MOUNTING HEIGHTS I/ : tti _ T rise\ , 1I I1 �1 architects L . \ , - ` F ,71 I , �� \\ I \ \I i i I I-1 . _ _o I 721 NW 9TH Ave, Suite 350 PTD - PTD \ - \: • II , f oA l I 1 ' ! I I[ I Portland, Oregon 97209 / \ . - L II II ' ' ' KN I I �I- iT (206) 340 9500 F (206) 340 9519 _� / I f bED - - - -II I II II I .� II- — — —�# I--1- . ` � i i - A • TYP MEN'S RESTROOM - WEST CIVIL ENGINEER & LANDSCAPE - DIV 22-SINK \ 09 30 00-COVE BASE D Cardno - 08 83 00-MIRROR '` 10 28 00-SOAP DISPENSER(OFCI) 10 28 00- PAPER TOWEL DISPENSER(OFCI) 114" = 11-0" 6720 SW Macadam Ave Suite 200. Portland, OR 97219 TYP MEN'S RESTROOM - NORTH - TYP MEN'S RESTROOM - EAST TYP MEN'S RESTROOM -SOUTH (503)-419-2500 1 AJ 1/4"i " = 1'-0" B (`' 1/4" = 1'-0" 1 114" = 1'-0" STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St.. Suite 412 Portland, OR 97232 T(503)-467-4980 r 09 21 16-GWB 09 30 00-CT-1 AND RETURN WALLS MECHANICAL ELECTRICAL & i 1 / ' I " ' PLUMBING ENGINEER 1 /' IIfl ,' lllI /' I11 ' II I / I II I / l II I / I ll I / Gil�mac .T —I T — — — 1 I Fr —IF F,' 71f r,77 1 it r71 - ' /, ® r Po90r a d,SW FOR 97204 ifth Ave., Suite 1600 1— H k — 1 I 4 II � - -.1 0 L - ,I I L — -I ,/ A9.51 IR-0' II+IRR-01• IAIR-0'I MIR-0 L T(503)-227-5280 ,iG6 Ii .\ iI_ I, 0 I" ,' I II I I` ,' I -- Ilif - CT-1 FOOD SERVICE CONSULTANT i I f I I,TSCD 111x'/ fI h/' I \A// I ' •'' i D SD SP g©j PTD GB] € I n I 0 E= SNW TPD - - L•I ' Webb Foodservice Design 3700 SE Lafayette Ct TPD — -=,� 1 LI1 \\\ �:� ,SII _ Portland, OR 1 I 'i `\ '� �\ I `\ • `\ �� U I U _c2,4 T(503)-236-8566 02 „i -T" -i . SCt� I IIS 1! _�; \\. - I€ ii" , „ ACOUSTIC & AV CONSULTANT The Greenbusch Group 09 30 00-COVE BASE 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 TYP WOMEN'S RESTROOM - NORTH26) TYP WOMEN'S RESTROOM - EAST n,,r, TYP WOMEN'S RESTROOM - SOUTH TYP WOMEN'S RESTROOM - WEST Co stru°ion FOCUST2AJ 114" = 1°-0" 114" = 1'-0" 1/4" = 11-0" D 1/4" = 1'-0" 740 Almaden St. Eugene, OR 97402 T 541-686-2031 41 --- 092116-GWB �` 09 21 16-GWB ,,-N7 / � 09 30 00-CT-1 LOR4E'.1NtC0NAC ease 91 2 r5 '111IR-O ...4 \. SEA E,WA 4 PTD1 N 45 ini // 4/2 18 o CT-1 / 771 09 30 00-COVE BASE TYP STAFF/UNISEX - NORTH �, TYP STAFF/UNISEX - EAST TYP STAFF/UNISEX - SOUTH EaAB 114" - 1'-0" �� 114" - 1'-0" 114" = 11-0" WRAP / 09 30 00-CT-1,WRAP CONTINUOUS SHOWERTILE ANDAROUND WING WALLS - , ak TP f I A9.51 CT-1 —1==-1—' ft---- --1-1-1---------1— n— i iiiTt— —1Tf----1 -11—I -------1T- ---t=__— I = -___ I— —f--==-1— —IF —ff—==—T— r — --'I— I I I I I I �I II 1 1l 11 Ii_ l i I I —I I I I c? I_ I— I I I I Il lh, II �\ I I z `-� — I ,? I — ,f' 1 \ 7\- - I <i `I, I- I # `,I I I II 1, \I` II I I-: 'II\ I I 1 I.\ I I I I �' II ,� I / \ I 4 1 •i'\ 1 N..11- 41 1 hl I II '4. 1-1 I \I, 1 I J I I I ,,i- 1-# . I . ,1L it ,I IIA'I II Al- t" 2 t <, ,i 1 ,1 ' F \ I\ -C 1 ,I I�' \I, 1 # �f I I II -/ IA II N,' ii a' Jr! I I 9 I I I I _ ,, 1 1 ] ,- 1 I 1 II,- Iii i I,/ I i, I 11 I \\ I X9.51 I // 1 I • , I —1--r i`'fi - -T � - -1 ft- " I lilt —Il— I'1 t--I —h . --� i' - - -1 I-- _ _ -I h - - --1 r±- - -1 i i i i i ii i i ii i i 1 I I l l i I iit( I i i = k I I I I ii I I I I TYP LOCKER SHOWER WALL STALLS I 096700 EPDXY COVE BASE ,- TYP LOCKER SHOWER WALL 4B (4Di 1141 -0 1 " �� 114V _ 1I-0"- A REVISIONS DATE ALIGN TO OPP WALL � - 5 , 1 CT-1 CI-1--\ CT-1 // 1 // 1 1 / CT-1 ` - - � 1 / - -1r - -ir - m - -1r - II - - - _1-1 — 1 / OPEN TO BEYOND 1 / - -I I - - 11 - - 1 I 7 ---`\ l I �- � -1 I 1 / r\ 1 I 1 I I I1 I I I - i OPEN TO OPEN TO \\ I I \\ ) I \\ ) I \\ ) I \\ I 1 I I I" :-- I BEYOND } — (17) 9.5 ` � r BEYOND ` I \ I I I I 11 \A l l \A/I I I I I I I /, ,\ -:.i n n n / 1 P______) I fl I n L /I I I 1` II I LJ PTD �/� I ,r//� 1 / U ,ii� I !/i� I f 1/ 0 . I 1 \`� I n r— 3 I / \ PTD l R I q A es i / \ O / 1 ! // 1 I - I , — I - I , — I L — — --- - - It 1 I / 1 TIGARD TUALATIN SCHOOL DISTRICT 1 ii " I II 4F I II e .1 II a 1i`� ii II o 3 I I I €I ,/ ,., I --/ , LOCKER T - TIGARD HIGH o LOCKER TOILET EAST � � LOCKER TOILET SOUTH OC OIL T WEST' LOCKER TOILET - NORTH X14" = 1'-0" SC v4" = 1'-a" 50 114" = 1'-0" 5A 1/4" = 11-0" SCHOOL 093000-CT-1 092116-GWB MODERNIZATIOF` 9000 SW DURHAM RD. TIGARD. OR. 97224 / / // IR 0' JOB NO: 16992.00 / SC PID 1 L9 I ISSUE DATE: June 19, 2018 c - 1 I i \ , ./ I Jurisdiction Stamp Area (1). _ \ DIV 22-SHOWER - 09 30 00-COVE BASE DIV 22-SINK A) W112A TOILET - NORTH W112A TOILET - EAST W112A TOILET SOUTH If1 W112A TOILET - WEST ' ` 1/4" = 1'-0" 6B 114" = 1'-0" 6C 114" = 1'-0" 1/4" = 1 -0 ENLARGED TOILET I- PLANS AND CO ELEVATIONS N I— CO — O N L11 A6 . 13 0_ bassetti iNC i- B architects , T N2 CD 18' NB 721 NW 9TH Aye, Suite 350 1'-1 0" 13'-11" �7 31r6 IN 10) (N1 1) Portland, Oregon 97209 ' 'f T (206) 340 9500 F (206) 340 9519 Ad0 I ` A4.12 A6.21 A6.219 I I I ® L 19'-U" CIVIL ENGINEER& LANDSCAPE 6'-0° 1'-11" s'a" ® � t. Cardno ! 1 II 6720 SW Macadam Ave Suite 200, I I I I I I I I I I I I I I I I I I I k I l I h i 1 I I } I I I I I I I i I { I l -! I I1 II Portland, OR 97219 - T(503)-419-2500 iiii IiIII ! i ! i ! I II ! � IiI J I � it 3 � II { { II I # I--v ._, qa y • �I • r._ , STRUCTURAL ENGINEER N B -- .p •. `, — — a L :,. ._ - _.71 —, _ Catena Engineers 41 LI • . 1500 NE Irving St., Suite 412 ..� I _ 4q <_ ��" I Portland, OR 97232 I I I - m / J30 T(503)-467.4980 �a- --- _ 4 a+ .' _ I STAIR 01 f q a • \ MECHANICAL ELECTRICAL& . A6.26• -, a _ - ST0111 a d • •e _ ti DN _ .,41/4 • \ - GIurllac PLUMBING ENGINEER :, I I I i 8 5 8" 8'-4"CLR 10 314" �8'-4"CLR 8518' Q' q a i900 SW Fifth Ave., Suite 1600 ____ \�I /,/, `1 Portland, OR 97204 q -' 1 / 4.+ T(503)-227-5280 • I _ _ I \4 , F 69 aU —'•' I I DN - �6 2� FOOD SERVICE CONSULTANT �s.2 I i _ _ 1 ,-- Webb Foodservice Design 3700 SE Lafayette Q. . . . a. © • .: N.: I '61- � r Portland, OR 97202 Afi.2F — - .- - • ° r; Y - J0 I• T(503)236-8566 I °° U os 42 0o MDF-1 I ACOUSTIC &AV CONSULTANT - • �` 17n►I UPPER LEVEL The Greenbusch Group d - - - - _ I 03 45 OQ PRECAST �Y 7 ° `!'. �`' ! 208`-0" I o I I I 1900 W. Nickerson St., Suite 201 _ CONCRETE TREAD I � - @a • - ; I 's i Seaitle,WA 98119 r @} T 2C6-378-0569 N MINA - -- I I COST CONSULTANT I _ .�� - UPPER LEVEL Construction Focus II" II% I 2081-0" I 740 Alrrlader,St. i / 1. I _ 6 1 1 i�1 I c I ` Z7 Eugene, OR 97402 '' I �,1 T5412031 ,nom '/� I I A5.41 I _ c I N I ! CV r �. © L 1 --) 05 51 00-METAL PAN WITH / DN I m o J c,,(0‘VTI j14 /� r, — �'� \11► / CONCRETE FILL L"*� 1 / I 1 I Ii. n �' U I I I I STAIR 02 �— �\� \ I� �� 05 5213 PIPE AND TUBE o a + w — , S I iL. _ Ci / RAILING 1- ST02-2 I •,. I 4 \ _ �— 7,.C.ft ! f oI co I I 1 4 I I I o �� I ! 05 51 00 METAL PAN WITH IAI�N£McCUNA1/� t I I € I _ iff�— \ :�frA CONCRETE FILL 1 \� • II l ..J. I cC6I� - ,,CIIP I �� CORR I 46 SEA' WA -- " - • % -11L-- 1� , 1 1 ! , ! I I I-I=-I = I f 1 I 1 I ! 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I—III�11 1 1I III I I I— SECTION - STAIR 02 STAIR 02 - UPPER LEVEL \ SECTION - STAIR 01c7.3-- STAIR 01 - UPPER LEVEL 9_,, 6 � 1/4" = 1'-0" 114" = 1'-0" 4 1/4" = 1'-0" \ 1/4" = 1'-0" N 1 CD \ ,, Al A \ IN10a IN11� • 9 • 1 4 ` A6.21 — _ ` A4.12 A6.2� 19'-0" BIKE RACKS, PER r CIVIL DWGS. I I I \ !� M x x, x 0.11011-0111-11.111111. ��_ # REVISIONS DATE .111111; IIII H7 \ --..- 7' / ,...,_ (N---E--. ..ii ..N.,„ ,„,.... -,- 7 __...: ---- — _ I . NB • 1— —11.— — — — — . — —Ilk — . STAIR 02 ��■/��� ` 444 0001 , ---- i i ST02 _ �IA��Not..- t I , ; I I STAIR 01 J30 IIIl _ 1 I _ , ...„ _ __- - . lb.' ..... , , . ,,, F 7 ' I / I 05 52 13-PIPE AND TUBE \ 4 ------ _ _.-------- --.,-----------<-:- ! I f I RAILING \ II _ J3o \-;•!_622.-:i7 i �.,\ ,, aa1 t9 TIGARD TUALATIN SCHOOL DISTRICT . .. 1 - I I N Fr _ __:._. .._ o 11'-10" 61-0"CLR I EXTENTS OF STAIR \ 4 `\ . ,, _ ,.._ _ 1 __• :__.... ___ v ` 711- AND LANDING ABOVE . _, ' TIGARD HIGH ' I -- - _II is„ r I it � - --= — _ SCHOOL 1 I s ' " CAST-IN-PLA 1fwPLA4NCI-1 E I 141 a I I I 6 I CONCRETE oro ,w�! -ll�Illlll \ �� \ 1 P _6.27 - NT 05 52 3 IPE AND TI,BE -• , I - s � RAILING , ,Iti \ = M 0 D E R N I ZAT I O I . I `; I I - 034500-PR CAST �� i I , =-F 11. • CONCRETEEAD74 \Ali — \ �_ I I 'it.:1.;11. �' " 110,-,� II ,f _ '11 . � UP _ 9000 SW DURHAM RD. lI 's IwIt �8 516" 8'-4"CLR I TIGARD, OR. 97224 ! 1001000 41001."-- �.r� _- t1 UP I allibb 1 ' ie 6' 10 314" 2,6„ r��. '111 2 ; - +��\ ,, r, \ • ei JOB NO: 16992 QQ R �� , .• �'®/ _ _ ;n \ 66"`�i�► >� . _' N ISSUE DATE: June 19, 2018 / -. ` f'o ti�,� 05 51 00-METAL PAN WITH — _. ���~'i F.F.= 155'x" �.+�1� >I \�� o ■ - i : 10? i�� CONCRETE FILL o Jurisdiction Stamp Area rieThillilliiiiiii. _ _.■� I 03 30 00-CAST-IN-PLACE I I \ _�' 1 i 1 �_ a CONCRETE STAIRS ` ,;I 1 I I I�i, I ��-ACINk ■■� I L_ _05 5213-PIPE AND TUBE --` `• `-�a1,1 /� � IL � il RAILING 4 /Pr.. 111 •, i I j'` I fj 11I� / 111:3 _ � r ill — — — - - .I . ,N —611 [ . I , 117: iiii,,,> NC f _,: i•.,, I I ENLARGED STAIRS 2 I— (Stair 01 & 02) �; LUcn a (n 0 r i— co PERSPECTIVE - STAIR 02 STAIR 02 - MAIN LEVEL PERSPECTIVE - STAIR 01 STAIR 01 - MAIN LEVEL 2 J - 0 3 114" = 1'-0" 0 1 114" = 1'-0" L U /\6 .2 0_ S 1 1) Ak 0 iS 12) —� ` A6.22 A6.22 r �� / 03 30 00-CAST-IN-PLACE CONCRETE bassett! N N. _ architects 924'-0„ 6'-0., 7,-0„ 9 A6.28 o i( 4/ 4 dr A6.28 208'-0" 08 01 721 NW 9TH Ave Suite 350 CAI - - - - - - - T * . a d E •- a �� I Portland, Oregon 97209 :....::-..A.:,.. a a,i.,:, -.a _d : .=.;' - °208-0 _ s . a �° ° d da 11 T (206) 340 9500 F (206) 340 9519 .." .: ad a a :4, _ • _ ._° ' °.,a^ - _ - -de'.a .a 4.•a a d a • v ed di"v - .-'-.'- a , ' _ -' `<' 4. , d•-. a d._ .- , - - -A •. . 4 -. d d +.•d - _ a/ d- • " • CIVIL ENGINEER NGINEER & LANDSCAPE . 055213-PIPE AND TUBE Cardno 4 ' - • , -° ; .e RAILING 6720 SW Macadam Ave Suite 200, 4 . , - .4 _ - - _ _ - • ° -- _- - - -, _ a - f Portland, OR 97219 - T(503)-419-2500 I/ e -da+ -•a • - a d a e A61 e♦ d'O nb. • ' • a _ . a . STRUCTURAL ENGINEER - • • ' 03 45 00-PRECAST Catena Engineers .4 CONCRETE TREAD 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 d a a a a ° , ; 4 ,. • , MECHANICAL ELECTRICAL & fin_- 4 �: -of 4 CB — ' — d` : . : . : . . d' o — - - PLUMBING ENGINEER s "4- �.♦ —, � '�' a e,aa N V a,� .da e �4.a ° a4o • . o Glumac •• - d _ d a • 1 •a . 900 SW Fifth Ave., Suite 1600 / - • a - n. _ y - d q - - :•a 4 Portland, OR 97204 - - - ; - ' a . - . ♦ - ."e. •e a. _ - . , 'd . - �' �, T(503)-227-5280 / , " • ' 4' � - - . a 4 - - - - a -4 - - •f - • • .i:• _ Qe - . _ • r ' . •�<. ' - d - • - - =e.d ' .4 --_ a- • '4 s FOOD SERVICE CONSULTANT ANT : -- - C B CA � Webb Foodservice Design • '- '_ .-. °- a ° ' a - - ' •/° - b. _ - - :, . - .�. - 4 -• ' - 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 e da : a a V_ a - d - b- . I ACOUSTIC & AV CONSULTANT I ' I �I—�IlIII II11111111111111111111141illllll Illillllllllllll—I—�Il11 { 11 d. d ( I , ; .mo, I I I I I I I I I I I I I I--I--I—i I I I I I !� I I I i� i = . —.... A a The Greenbusch Group - 1 i , a 1900 W. Nickerson St.. Suite 201 i d • Seattle,WA 98119 1 I T • . _ . . . .. i I _ TS 206 378 0569 . . II I % I 1 It . - . . : _ Construction Focus CONSULTANT II 1 „ 11 II II If o° •. 740 Almaden St. • . a 4,' Eugene; OR 97402 I s I T 541-686-2031 d a4 03-_d.. - UPPER COMMONS = - _c,,,,lie)Aill • C? LORN£McCONAC i east 4! a 1 4 1 I— • { SEA E,WA 4° 1 UPPER LEVELCOMMONS STAIR - UPPER LEVEL --41- �o 03 45 00-PRECAST 1/4" = 1'-0" 0 /2 18 CONCRETE TRI=AD 1 06 20 00 SOLID [ HARDWOOD 1 S 11 N7 ' NC (S127 11 i r I� [' 11 -IJ ND � C� ..__.7 o , / A COMMONS Si :\ / ... • - E ', ALCOVE As.22 041 \ / /14°......\\:". 1...;.....°°#. ...#.7°......1 /V10 A W105B to . .-. ,„. 2 } e "--.7i..,, d \O) d � _ - a _ _ '4 .ate / __ _e � • a a _MAIN FLOOR / —N— - d - - •\ . _ • a - -d- .4• _ � .. - _ •s - - `• - � - � "" - .1 - - �I .... • - _.� J 4 - - - .- o _ a � 1941 0'f \ � ISI III I--' 1 1 ISI ,�� ��� 1 I I N8 1 03 30 00-CAST-IN-PLACE 1 — I — II , 1 1-0313P QD-CAST-IN-PLACE € 1-i-1 iii I _ 4'-0" / 34'-1 114" CONCRETE— — i illl — Pi / I IIII . CONCRETE IH3'-0" 5 3147 o o I ZI/ / � 195'-9" I SECTION - COMMONS SEATING STAIR c — 3 (49 114" = 11-0" - _ o J I A6-22 ' / — _ / o o \ ` 1 ADDENDUM 4/18/18 C___}A �� ,-- 03 30 00-CAST-IN-PLACE cn CO CRETE \ / / / E / / # \ REVISIONS DATE / / I .11,[10C& 197'-6" —\ !\ / / 1 i 1 / '''"---1,__.„.„. NE 1 I - - / L E I I I I I I I I { I I 1 I I 1 1 I I I I I 1 I 1 I I 1 i-I�-I IT il i �in-1 1 1 1 f1F11 I i l 1HT [ I I I I I I\) 4,1 W1, A-1 I I / 410: • = \ � STORAGE ___. 4 1 °� i 1 W105A 1 / / — - 041 / i / - - /..„ A6� / TIGARD TUALATIN SCHOOL DISTRICT I , ......... / - TIGARD HIGH \ UNOCCUPIED OPEN UNDER STAIR ...„ , _. . . . : • .. SCHooL .. 1 / , . • = e .a •_.4 - I, -d = MODERNIZATIOF' CB — - - - - -- - _ ,4 • 'r°7' • . . ..,,. . ... ..1.. _ . . . .. • .. , _A d , P . t{. I = p. - ¢, .. "•.. 03 30 00-CAST IN-PLACE �� ° CONCRETE — r UPPER �L]EQVEL � d. d a4 • =� .q°. , v+ _ •r . a •, ,; �, '' 9000 SW DURHAM RD. - �\ 20$1-0" a ° • a' - - _, - d 4' -♦ a'e'. .d a ° - , ii_ ' - .� . _ - - • a TIGARD, OR. 97224 11111% ,[- \ `� • �" , • s :- de, 03 45 00 PRECAST • -- a CONCRETE TREAD 1N. I 05 52 13 PIPE AND TUBE .. d•. a.i a•" a \ °• 6 r ° i JOB N0: 16992.00 `�\ RAILING : d: ° ~ •f .-. _ a'4 _ � d ' r ISSUE DATE: June 19, 2018 �y 03 45 00 PRECAST �� I +III ` ® CONCRETE TREAD N ,4. a d ♦ ' a a ♦ °- �_ -- 4 ' " _ _ Jurisdiction Stamp Area .,.d: . ' : ' r, ,: I��I�1 l 11. !!!- - . -4 . . / LEARNING STAIR osiloNo_. ..: ... ` .,```fOlill!V I a �, 1HR RATED GWB LEARNING STAIR Q W03C �I / '�.� / \—'" `', CEILING W03C UP 37'�° 1i 0" • �14 ill'. 24'-0" 6'-0" I '''-•7'76" 4'-5 314" ,I�I . �: 041 \ I I( I( / dle .y� il11V, ��IIIIL o a Allzo . STORAGE III4 \`461i1111L' W105A F.F. = 195'-9° / '•`•:d� 4 .. 05 52 13 PIPE AND TUBE I1�II - , f-� d4 a — RARING 1i _ - - a _ \. ENLARGED STAIR � \ —� A - a -. ._ a` •- < y — MAN FLOOR _ s : a < VIII_ ���� , . , _ .. _ . = • ,: ,=..b ^ . _ _ _ 1940 . _ Q �, _. ., �� aa. (Stair 03 at ���I,� 1 1 1 I 1 1 1 11 _ e J 'S \ w ch /SII,/ _ 11 11 UP cn Commons F.F. - 194'-0" 05 52 13-PIPE AND TUBE 111 111 1 1 11 di 11 — 11HI RAILING w -II iIII III III III iii1 $ i 1 i i i i III 111-111 - 1II 1 I I III Ili i11 i i i III III/ PERSPECTIVE - COMMONS STAIR(5) 0 SE TION - COMMONS EGRESS STAIR _ ,� A6 . 22 C COMMONS STAIR MAIN LEVEL 11 1 11 11 — I 17 114 — 1 -0 114 — 1 -0 a.. Ad 0 / \ ,------- S7.1 SE. @ ` A6,23 S9 S9 2C2 6 \------i_---/1 A6.23 ..111_ 1 I 1� II I 1-HR RATED CEILING bassetti , I BELOW STAIR LANDING architects S9.2 S9 / / 05 51 00-METAL PAN WITF �� CONCRETE FILL II ,II xh.4 I `� I 721 NW 9TH Ave, Suite 350 S-2"CLR 6 1/4" 3'-2"CLR 6060 • A623 `WV = :"'` Portland, Oregon 97209 `_-) :' i {'`✓ = ' T (206) 340 9500 F (206) 340 9519 I I 1 _ _ (-4- sir. Nc 8'-10"CLR 4 718" 8'-10"CLR - .,_ - 6.23 A5.63 f I ~ I �y I - D61 SA • CIVIL ENGINEER & LANDSCAPE \ 05 51 00-METAL PAN WITH J ; - //�� CONCRETE FILL .r ' Cardno S/'-1 DN # - - r 6720 SW Macadam Ave Suite 200, 9 / __)SA I \ I �' I j i I 4 " Portland, OR 97219 �A6.23 ` \ f I ,/. `\ D41 j T(503)-419-2500 1D, U � A5.64 STRUCTURAL ENGINEER _ A6.23 f 1- " ' r N 05 5213-PIPE AND TUBE Catena Engineers Fl �- - 1500 NE Irvin 5t. Suite 412 1 RAILING Ij. � 9 I I • • I I Portland, OR 97232 PARTIAL HEIGHT WALL, J LEV 02 L j.::cci' T(503)-467-4980 �����w�w��_'.__ !, I I I I I I I I I I ! III I l i l i l l l f l l l l I ' Ili ! 6Q SEE SECTION ' -' _ _ L �� __�, I �, 10 MECHANICAL ELECTRICAL & 11 Jl I t r • A6.23 PLUMBING ENGINEER I I I I I D61 I 1- Glumac - ~ - - CO I - - - �\ - - - - - - �� - �` _ 2' 10"CLR _ 900 SW Fifth Ave., Suite 1600 • \ 05 51 00-METAL PAN WITH I D61 D61 T Portland, OR 97204 IM •216' Q" CONCRETE FILL D41 -' j T(503)-227-5280 I 1 _ A31 `i _ I 05 52 3 PIPE AND TUBE _ - - �- JA1I • \\ RAILING o\ --1. DN FOOD SERVICE CONSULTANT 4 =114 I - . 'Ar . . . . 1 Webb Foodservice Design = I r F.F. =201'-D" I L 370D SE Lafayette Ct. - - CD ? UPPER LEVEL n UPPER LEVEL N A30 rf Portland, OR 97202 0 208-O V o 20VEL o MECHANICAL SHAFT, SEE / Tom"CLR. HOlSTWAY 1'-0" I T(503)-236-8566 - - - - I MECHANICAL DWGS. rn / I I 1 f I w w3'-6" 3'-9 718"- 8'-10" PARTIAL HEIGHT WALL e e e ACOUSTIC &AV CONSULTANT U I I i i ;r, �, 0 The Greenbusch-Group a 1900 W. Nickerson St.,Suite 201 oL Seattle,WA 98119 1 STAIR 06 - ROOF LEVEL STAIR 04 & ELEVATOR 02 - UPPER AUX. LEVEL T206-378-0569 1/4" = 1'-0" 114 - 1 0 I' _____ 0COST CONSULTANT _ UPPER AUX _ UPPER AUX �� t. - � 20I-0" Ar - I _ I 4 _ - 201'-0" 740 Almaden Construction Focus I ` �� ��/� Eugene, OR 97402 I i I - S7 S7.1 S8 ,41 :6.23 S9 S9.2C2T541-686-2031 o `�_ o �� `A6.23 A6.23 - fly 51 Ofl METAL PAN WITH Ar<91,_ \ �- • cn I CONCRETE FILL O '� 1-HR RATED CEILING 23 / (�j_ 1 o I I 194141 I BELOW STAIR LANDING T-4"CLR HOISTWAY 1'-0" C? LORNE McCUNAC ._ r, `{? U b I O 8'-10" 4 718" 8'-10" " E / _ nsr E ��" _ _._ _Q_Z MAIN FLOOR _� ..-__ _ _ MAIN FLOOR f 4-0 D.O. 3-5 I / I - - - - - v 1941-011 - - - - ,, I . „ - 194'-0" SA -DN - {�'' 1 ...I. -�, w 1v, - _ I - DP - _ - - = M - ASEAE,WA f 1 (F. d. 4 - = 4 I I 0 /2 18 = I I 13 i g 1 . d I 1A6.31 • I. -I - = - I Q _ LOWER LEVE_Nv _L �� LOWER_LEVEL o I ' 4 ct - - _- r d _ -1871-0" ,v I - _ 'ti 187f_011� r _ 4°213> D I I I LU W Lk l It 1= - I D61 II 1! v o a a - D61 D61 I A30 Aii I . I I c5 -' " I. ' 1 , . - - 4 • . 1 1-, .4 .4 L. - '" ''' L L . L '. . r-- . l' ll ... 1 II li II - III III- I , I,. -LH, I I 1 =1 I I = E _ /CEILING 1= = I J 1�-_.LI J 1! - - N BELOW; REFER TO RCel P A6.3ill 411 iiiI 11� MN Eli E� SECTION (2) - ELEVATOR 02 SECTIO N (1 ) - ELEVATOR 02 STAIR 04 & ELEVATOR 02 - MAIN LEVEL 10 114" = 1'-a" 1/4" = 11-0" GI 11411 = 1'-0" S7 S7 1 S8 A �S9 S9 2 C2 SSA 7 8 6 9� A6.23 ` A623 A6.23 A6.23 _ 7 5/8"� J I 8'-10" I 9'-31/2" �/ -1--E I i ! I I I I I I I I I I I I I I I I I I M I I I I -I--I 1 l I I 1 I - x,I 11 -- - I - I �A� T . d _ # REVISIONS DATE . .I -- . . I -. - - 4 - • -4° - - -. .- . ---. - e _ . - • ,,. - (° I-_, I . 1:::„ STAIR 04 ® d ELEVATOR i A SA _ ST04-1 ELECTRICAL MACHINE ROOM D61 I :4 i 16 I W001A WI ( I A5z .51 - ID ELEV-02 4 : ? - w � I �10 I v A6.23 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l I I I-a.--1--I-I } I I I I I I I f l l l i l i l l l l l l l l ill l p rt l -'. \ . a I 1 rte : I € IlI �, I. 061 D61 Niii *---,., ' *NIZI: .1 1 `: , i � 1 Q5 52 13 PIPE AND TUBE I 1 - .,_ �\ ,� 43> 1/ RAILING L UP 1- I ' `a �-- N ` � s%,I _ 05 51 00 METAL PAN WITH I I I I �T- ___ �� I �� TIGARD TUALATIN SCHOOL DISTRICT ---- . : I� I CONCRETE FILL Q �0 L� re 0 ! I r 41-0„DO 2'-5" emm• - `'' `;\„� '�'I - 05 51 00-METAL PAN WITH � � , e . - STAIR 06 �.._ g ,� J20 / STO6� ���' d F.F. = 187-0" CONCRETE FILL I 7'�"CLR. HOISTWAY 1'-0", TIGARD HI G H e 055213-PIPE AND TUBE �' - I RAILING 1 UPPER LEVEL _ _ _ _ _ _ _ UPPER LEVEL ��; -UPPER LEVEL SCHOOL 2081-0" 208'-0" .,';!; I a 208'-0" CORR /'7-3,-1 :L-1 1Z �\ STAIR 04 & ELEVATOR 02 - LOWER LEVEL MODERNIZATIOIN W20O cp CORR --- 1 1-HR RATED CEILING, SLOPE l --- ; LW200 [j , 2 ___V' k WITH UNDERSIDE OF STAIR 2_y 1/4" = 1'-0" / 9000 SW DURHAM RD. M 05 52 13-PIPE AND TUBE 06 42 00-MDF-1 ��% @_7_9_ S9.2 I C2 TIGARD, OR. 97224 _ UPPER AUX __ _ UPPER AUX _`I _� UPPER AUX „ JOB N0: 16992.00 - - - - - 201'-0" - 201T-0" 1� ° - - o - 20'11-Of l r 7 CLEAR HOISTWAY i-., i / ISSUE DATE: June 19, 2018 05 51 00-METAL PAN WITH I 05 51 00-METAL PAN WITH T ' CONCRETE FILL / CONCRETE FILL < Jurisdiction Stamp Area 46.23 o 0 I \ _ 05 5213-PIPE AND TUBE ti o- - ��. =L I N'`RAILING SA - _ �� - 777- ELEVATOR ' IMAIN FLOOR MAIN FLOOR I MAINFLOOR PIT SUMP _ >- - _� _ _ - 111-111-11144 - 1HR RATED CEILING, - • \ 194'-0" 1941-01II I - -I 194'-0" I f Q SLOPE WITH STAIR I- � ° 1-HR RATED CEILING -III III III I l I_ `STRINGER - ELEVATOR - - Jb I p2 CORR ELECTRICAL H Pr- - - I : CORR WOOOA o MACHINE ROOM�, a - w WOOOA I vw01A l -1V' o , 01B a II -1-11-1 1=: 1 - ENLARGED S TA I R ` ' _ AI I w & ELEVATOR (Stair I _-I1 "Ne M80 r IV = ' HI )o I~ - - - ! �_ LOWER LEVEL _ : . LOWER LEVEL _1 � 1 I LOWER LEVEL M80 M8o 04 & 06Elevator 02 - 187'-0' ° 87'-0" 1871-0" 1 - , o II-III-III-III , ( I I III III I I I -. I IL III III II Ill III ill III ill-II - I=1 E- 1 -111-111-1 1- 1 111 111 i • CO 1_1"-'. 4.-..1 .1, .- : -. 71 I` d.'. ",I- . - - 11" I I1 ^ \ -1113:- .-- "'- 'l-.1 . n I 11 1111 , - ELEVc\iATOR PIT i:,.._ A6 .23-IIIII III III III III-III III II1 II1 III-III I I III III111 II III III -IIIIII III III II -III II III II - II I - 7 LADDERwCB , . SECTION AT STAIR 04 SECTION AT STAIR 04 SECTION - STAIR 06 ELEVATOR 02 - PIT PLAN 0_ 8�2 1/4" = 1'-0" 1/4" = 1-0" - 6 1/4" = 1'-0" 1/4" = i'-0" S3- 16 2 �- A6.24 r r SE 8 S9 S9.2 4'-0"CLR bassett! ir �'�' architects I SE� _ \ — - I 06 20 00-SOLID HARDWOOD 06 42 00-MDF-1 i'9 • • 05 51 00 METAL PAN WITH I 721 NW 9TH Ave, Suite 350 " \/ egon 97209 / CONCRETE FILL a_ T (206) 340Portland, F (206) 340 9519 —M■I•■■■■ -4 I i Imo_ M - - - . 1r•. __\ MAIN FLOOR_/1 0 0 194'-0" t1 CIVIL ENGINEER & LANDSCAPE � .= I I € g.70dSnIAC:Macadam Ave Suite 200, —' t- I TP o(5tl0a3)-0 9-250019 Jab ti N I I STRUCTURAL ENGINEER - - - - -- - - - - - Catena Engineers __X..--Plr. —I LOWER s. LEVEL UPPER LEVEL 1500 NE Irving St., Suite 412 P208'-0' �Tortland OR 32 187'-0., 10 1-0"1'-0" (503)-467-4980 A. i r afi 42 00-MDF-1 I �� MECHANICAL ELECTRICAL & 05 51 00-METAL PAN WITH ._ ALIGN CONCRETE FILL I I 17 PLUMBING ENGINEER - Glumac % 900 SW Fifth Ave., Suite 1600 SECTION - STAIR 09 1r STAIR 09 - MAIN LEVEL I I Portland, OR 97204 T(503)-227-5280 16 114" = 11-0" 114„ = 1,-0" _ _ _ \i o , l'-itUPPER AUX %FOOD SERVICE CONSULTANT I 201'-0' Webb Foodservice Design I 3700 SE Lafayette Ct. ` ��" Portland, OR 97202 ' S3 - I `�`` \11 ' T(503)-236-8566 rg0 \�� \�`I 1,..%p I A6 24 F-- I • .--1, 111„ n ' ACOUSTIC &AV CONSULTANT �_ .. ;,11',�� I I The Greenbusch Group 4'-0"CLR — 1900 W. Nickerson St., Suite 201 — `N1%, ' _ Seattle,WA 98119 'r /- — — _ — _ _ _ a - MAIN FLOOR - T 206-378-0569 r � 194'4 SG ef I I _ COST CONSULTANT _ I " 5 _ Construction Focus • , nnn !_, . s 06 20 00-SOLID HARDWOOD l� .- ---. :%'-'1 740 Almaden St. 4 CC f - Eugene, OR 97402 06 42 00-MDF-1\i, — I' jcm � /� I I T 541-686-2031 I _ � ii LOWER LEVEL AI r I „ I 4a 18T-0' _ I MAIN FLOO � a -III I I I III 1I! III I I III IIl III III III ill I f I I E = CI — It II — : .. _- zr 2 IARNE McCONAC trl 194'-0' � 1 aQQ : r-:'-'-; -IL P.-5 — 1IIII IIII IIIII III , , , k ASEA E,WA � SECTION - STAIR 05 Jia o3) 1/4" = 1 -0" -r � • -...— `b 1 o6713tiooti8 -.41� LOWER LEVEL Axi A_ 187'-0" �58 �S9 S9.2 -1 1 1-III-III-1 1 1-" 1 l r 1 1 1 'TM-L-11 I 05 51 00-METAL PAN WTH CONCRETE FILL SECTION - STAIR 13 STAIR 13 - LOWER LEVEL I 5-2" 10'_1" I 15 114" = 1' efe 11T @ 11" -0" 1J 114" = 1'-0" - - !~ l 0 Z.,) I 1a S70 c, 9ILI 1 °4' A6.28 - 06 20 00-SOLID HARDWOOD I I J U � DN ti 06 42 00-MDF-1 I 05 52 '3-PIPE AND TUBE "TO EOS RAILING � -�' I I U 10'-1" 4'-3" - - � 208'-0" - 11T @ 11" LANDING 05 51 00 METAL PAN WITH �Il �l F.F. = 194'-0" _ it / H _ F.F. =201'-0" CONCRETE FILL 4 4 7:7, \ `` 1, 3„ 2, 7.-6"CLR � f�'� 3 $194'-0" A6.24 I cc 14 -*.!— 1— — - - eto?.. ,, UPPER AUX A6.24 - ' " �' I ... , 201 -0 zD 05 52 13-PIPE AND TUBE J30 1'-0 UP RAILING )r JrI Err!0551 00 METAL PAN WITH - # REVISIONS DATE � o @ � CONCRETE FILL si I I I 'T 11 ` r2"to EOS 10.-1" —' 1HR RATED GWB C S J _m`�— - a6 42(?0 MDF-1 SILL , 4 1 — CEILING / Ar el �p MAIN FLOOR 11T@ 11" NT--MAIN � 194'-0" Ar % STAIR 05 - UPPER AUX LEVEL 1* „,,. .44IL,--'-- 2 �� 1/4" = 1'-Q" SECTION - STAIR 08STAIR 08 - MAIN LEVEL 14 1/4" = 1'-0" 10y 1/4" = 1-0" r -S8 S9 S9.2 TIGARD TUALATIN SCHOOL DISTRICT i � TIGARD HIGH ,S7, I '2,..,,,,,,,, .. \ 5'-2" 10'-1" SCHOOL ii J 11T@11" '-T'':' ' ' �, _ _ _ s( _ _ — — — _ SIL-- - MODERNIZATIOIN c_? p r \ sCA► s 111"1 !1rrrrrrrrlUPPER LEVEL � 11. ';11,:,k1-7---.------..., � 11''I���1�'��I� �� � ��� - �� �,, `` Ir.i�;l'IIj'I? 1 , 900DSWDURHAM RD. 06 20 f?0-SOLID I -- 208 �,� „ ` lillil TIGARD OR. 97224 HARDWOOD �, . ��`-•,,:,,. i I J I I cc 06 42 00-MDF-1 '° 10'-1" '# 4'-3'' ' , 6"TO EOS i ��� UP JOB NO: 16992.00 12T @ 11" LANDING I �� 187'-0" ISSUE DATE: June 19,2018 _- ,:: s` I` f . ta/ D41 - - f ,. I Jurisdiction Stamp Area . 1 -'V` , 41 °' M " 05 52 13-PIPE AND TUBE �� RAILINGi _, � _ , _ i _ _ __� — _ UPPER AUo n r' UP 05 51 00-METAL PAN WITH \ " 194-0 CONCRETE FILL I 05 51 QO METAL PAN WkTH — 1 J30 I Ar k : .A•, 05 5213-PIPE AND TUBE 11j47/4 CONCRETE PILL A6.24 ;� � " RAILING �� 13zo � a3 30 00-CAST-IN PLACEo UA6.24CONCRETE cc 'iI _ , �— 05 51 00 METAL PAN WITH r� •�— CONCRETE FILL •�` I I_\__ 1 , _ , . Nth c� a a a ,a . 7 �— MAIN FLOOR r r iji NENLARGED STAIRS 194 0 . -= J z ,tel, ,• , I , I I— (Stair 05, 07, 08, 09, - - - HT t - W [ i 9. � ) u) and 13) is di co " A6 .24 SECTION - STAIR 07 STAIR 07 - MAIN LEVEL PERSPECTIVE - STAIR 05 STAIR 05 - LOWER LEVEL W 114" = l'-O" 114 - 1'-O" 114 - l'-0" (S12) 12) (E) SCIENCE S (_!) ' i 24'-0" T S 7 —CCS: • - - - - - - - - - - WING ROOF AL 211'-6" V31rz" ort bassett/ I @.- N architects >� - -- - I — —1 - 0 0 OT p r --x _: ISI �Z 41 II ���.A 1 e : . _ - - - CDI'I N—t 1 ar 1 1 UNIFORM Ili �' 06-1 721 6) 9TH Ave Suite 350 tikk 06 42 00 HARDWOOD TRIM - .-- .4°.#9—' ■-,-� - MAIN FLOOR STORAGE - 06 42 00 MDF-1 201'-0" 05 52 13-PIPE AND TUBE A30 1 i 11_0" rD DN I Portland Oregon 97209 05 52 13-PIPE AND TUBE RAILING Ar\199'-0" `, 1 HR RATED GM I W40� 12 T RAILING T (206) 340 9500 F (206) 340 9519 I CEILING A6.25 .i�� / , 05 52 13 PIPE AND TUBE 186'-2" I 187`-0" ' I 1 a i a 4 <:2\4)/ I RAILING -UPPER AUX 6 l 03 3D 00 CAST IN PLACECarICIVIL ENGINEER & LANDSCAPE I� _ _ +� I a o CONCRETE RAMP 6720 S O -_� 201141 05 52 13 PIPE AND TUBE 03 30 00-CAST-IN-PLACE f;, I 6720 SW NR 972 9 Ave Suite 200. CFC-1* - - - 4 RAILING CONCRETE RAMP 05 52 13 PIPE AND TUBE Portland, OR 97219 • .�a — — — — E LEVEI, RAILING T(503)- 419-2500 zNiLOWER L E �_ - v (E\ wINLNFLOOR @---&J ��1 - - - - - ---71 - "'Lpp .9r. r S`� _ 1 1 - - - --Iii- STRUCTURAL ENGINEER �.- L1hr — AUTOSHOP dai .i.P• •' N I 199'-0" A30 186'-2" Catena Engineers —� �I I 71 I 1 1 1 1500 NE Irving St., Suite 412 Portland, OR 97232 SECTION - RAMP 02 RAMP 02 - UPPER AUX LEVEL SECTION - RAMP 0T(503)-467-4980 RAMP 01 - LOWER LEVEL MECHANICAL ELECTRICAL & 4J 1/4" = 1-0" Q 114'" = 1'-0" �1 1/4" = 1'-0" (11----9 1/4" = 1'-0" PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 N D T(503)-227-5280 �� FOOD SERVICE CONSULTANT S7.1 S$ S9 Webb Foodservice Design �� AMA 07 72 00-ROOF HATCH 1 07 7200-ROOF HATCH 3700 SE Lafayette Ct. A6.25 / P(503)2236 85966 202 9-� 4 r? r = 7 ii .41 N6 ACOUSTIC &AV CONSULTANT �' 1 18T-0" 11 1 1 I-I J 1 1 - -I I A6.25 The Greenbusch Group SO — — T — — �, , 1900 W. Nickerson St., Suite 201 SO r Seattle,WA 98119 DN o T 205-378-0569 05 50 00-SHIP LADDER I - 1 COST CONSULTANT CDii 03 30 00-CAST-IN-PLACE T--- -ljrcil Y T II I ND - —i - - - Construcon Focus 1 CONCRETE RAMP / r 05 52 13-PIPE AND TUBE 06 42 00-HARDWOOD TRIM A30 Z I T 541 686 2031 RAILING I 1 I I- 1 �,, 1 - A30 Q N Eugene,OR 97402 . /i- 06 42 00 MDF-1 P' UPPER LEVEL M != o F - - - - - - - - - - - -- - - - - 2081-0 ME I � MECH -----2— .44%, I ` e I� T T 05 50 00-SHIP LADDER N A30I 05 50 00-SHIP LADDER �� N214 RN necoNtekt3 �� „ r b a ! I f I • LOWER LEVEL [ „ _sic0 • DIV 22-MOP SINK ✓ 2-10 - - - - - - , .5,_ � r\Ae1.52_5) -_ IA30 055000-SHIP LADDERY� , [ 1 1L_IsEA E,wA1AUTOSHOP 1 UPPER LEVEL 1I — ¢I —111H I 1 � 'I86'_2+� � � • � } UPPER AUX - � _ ,L____: 208-� C 186'-2" • 201 -� 'I}`_ �' I Il IEMI I 0 /2 18 SECTION - RAMP 03 0 RAMP03 - LOWER LEVEL 'jj--- SECTION (1 ) - STAIR 10 , STAIR 10 - UPPER AUX. LEVEL SECTION - STAIR 14STAIR 14 - UPPER LEVEL eb 1/4" = 1'-Q" 1 " 1/4" = 1'-0" 1/4" = 1'-a" �� �� 114" = 1'-0" 0 1/4" = 1'-0" 0,1 1/4" = 1'-0" SA @:72 � litfIll Mil IIIIIIIIIIIIIIi _ 6 i11 ,,, , 14'$" A30 05 52 13-PIPE AND TUBE E62 RAILING `}*k ELECTRICAL 1 1 UPPER LEVEL - PLATFORM - M I 6.25 A30 2'-0" — FCC. •=04 - ? - CD �� @,i_ AREVISIONS DATE — 05 50 00-SHIP LADDER Q J O ,f? A30 J60 Y � 194'-0" 055213-PIPEANDTUBE • I RAILING 1I _ MAIN FLOOR 05 50 00 SHIP LADDER a . . 194'-0" A. 3,4„ I 5'-9"' I I TIGARD TUALATIN SCHOOL DISTRICT SECTION - STAIR 15 ELECTRICAL PLATFORM 114" - 1'-0" R 114" = 11-0" TIGI\RD H SCHOOL MODERNIZATIOFF SJR 064200-MDF-1 ( 3) h. 7 ® S2 A6.25 9000 SW DURHAM RD. UPPER LEVEL 05 51 00-METAL PAN WITH - -- 03 3D OD CAST-IN-PLACE D5 52 13-PIPE AND TUBE A4.16 © TIGARD, OR. 97224 I — 208'-0'+ CONCRETE F1LL - IJOB NO: 16992.00 05 51 DD METAL PAN WITH = CONCRETE STAIRS, A ISSUE DATE: June 19, 2018 Oh i S.! CONCRETE STAIRStt CONCRETE FILL 1 SJ -.— UPWil \ SJ - _._.-... , 1 03 30 00 CAST-IN-PLACE - - 05 52 13-PIPE AND TUBE 1 05 52 13 PIPE AND TUBE „�_ : : _ I a Jurisdiction Stamp Area RAILING I hr ! 1111rI[ i 1 I Ifl 111■■■.■I�., �,: °` • _,.,._ . 03 30 00-CAST-IN-PLACE { 7 I I �' CONCRETE STAIRS 11" 1'-0' Lu I I I STAIR 12 •44t!,.! , I �`. I te ST12-1 M r. ii.-o" UPPER AUX r I _ , ' , - 1 �qt. MAIN FLOOR , I '', 122 11" 1.7.11. �• — — — — — — — u -1I11 ! [ � I , �uI1 [ t y f• [ ; ,I �►- ,�` 194'-0" ' 19a'-0" I . .. 1 201 -0 - �_ 1 111 1II I I I 11 iI � / ��, 16 ,3 % E1 13 0� ....L II • — \ _ A6.2� A6.25 A6.25 v-------7-7- _ , 1:. ,_111_1 _1 1 1 11_ 1 _111 ., 141p. dr r - —,. ; D4, — 111 —III II III a 1111111 \_ a I I —. - 1HRRATED % ID II I 111 II III 111 I1 _ r -:� ENLARGED STAIRS CEILING AT STAIR - -111-91E-11H11-111 J I L 05 5213 PIPE AND TUBE :: ao ��. TEAM LOCKER MAIN_FLOOR N J , I1 I—III ! I I= I i 'LOWER LEVEL I- f- -- RAILING M80 , . „ „� AND RAMPS (Stair WQ07G lte_ _ 1I 1 1I 1 fi - 11 r r 11 I r 1 187'-0" w-• •• 194'-0" o 5-10 cLR „�00 ,{ 1 1 1 1-1 1 1 1 1 1 1 1 1 I I 1 1 1 _1 1 I� 1 1 1-1 1 1 1 1 1 1 1 1 11 I I- - - - �..� 10, 11 , 1214, 15} ~ (RampOl , 02, 03) E, 2 N SECTION - STAIR 12 STAIR 12 -MAIN LEVEL SECTION - STAIR 11 (9) STAIR_11 - MAIN LEVEL STAIR 11 - LOWER LEVEL _ 914" = 1'-0" 114" = 1'-0" - - 13 114" = 1'-Q" 114" = 1'-Q" 0114" = 1'-Q" W A6 .25 bassett! architects ,: .,. ,,. _. l"..------------„...„.„,,,_ _.:._______ 721 NW 9TH Ave, Suite 350 Portland Oregon 97209 - __ T (206) 340 9500 F 06) 340 9519 — \\ _ — _ — UPPER LEVEL 208'-0" CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE frying St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 - - - - Portland, OR 97204 '-. T(503)-227-5280 FOOD SERVICE CONSULTANT / . \ Webb Foodservice Design UPPER LEVEL 3700 SE Lafayette Ct. _ - —� 2Q8'-Q"� Portland, OR 97202 ,---, -.M......- -1 - aT(503)-236-8568 da �� ca ar - ' .. $ -- ACOUSTIC & AV CONSULTANT n The Greenbusch Group ° - 4 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 —F / T 206-378-0569 COST CONSULTANT NNIN -- / Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 .c,.%'Cie 444%, C y LORNE McCONAC ease 91 775 Th STAIR-PRECAST AT GUARDRAIL 7---- STAIR-PRECAST AT TOP TREAD SEA E,WA J 1 1/2" = 11-0" 4 3 1 112" = 1!_4T! . , ;,,,,,,,,,,,,,,,,,.... .7.,7 ,.../______:7,, -.--------"----- 0 /2 18 , UPPER LEVEL_ \ 208'-0" , N ______.--7 > _ ,..2,7 _ , .-----"-----‹ '''',„,,,,, , /t. \ REVISIONS DATE / .,.., gi ,....„.„..„,..., , ,., , ----,....„, , ., .. . , . . _ ,. . ----....,..„j .Z //// / F .. . . ,'11111% 10. e d _-,- f-,: - , d ■ 1 ' - TIGARD TUALATIN SCHOOL DISTRICT ii— TIGARD HIGH . , . , . .. , ,, SCHOOL STAIR-PRECAST AT LANDING -.-- STAIR-PRECAST BOTTOM TREAD MODERNIZATIO 1� , 1 1121 02._i__) 1 112" = 1'-0" 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 1\ ISSUE DATE: June 19, 2018 r I I Jurisdiction Stamp Area STAIR DETAILS 2 I— co N. c N chiI— co r C7 r` 7.----- STAIR-STRINGER AT EXT WALL E ( 3 1 1/2" = 1'-a" W A 6 .26 0_ bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER& LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland,OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL& PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC&AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 A_,,,(SOYAD44%. C'? LORNE McCONAC ease 91 A orPrilA • t t SEA E,WA -.. t05 �8 Ll 7 A REVISIONS DATE . N. --.- .—> __-- �\ : TIGARD TUALATIN SCHOOL DISTRICT V : TIGARD HIGH - '1-1 SCHOOL LI . ,,*( v • MODERNIZATIOls -.. , _ : '. ' - 4 if ' °, . a . 11% , 9000 SW DURHAM RD. I . • TIGARD, OR. 97224 1 TREAD DEPTH 11" \ �\ SEE PLA S\ f X JOB NO: 16992.00 • \ I N .' \ ISSUE DATEJune 19, 2018 rnit Ju o • I% 1 ow — _ ri: sdiction Stamp Area 1 Coil . . .. . / '- -!' - •a•- 4 1 / / 1 411 4111 + . PIPMPZ.a. ' ' 7:4-.". - •---: •-. . ". -4: 0 .1P111.4.4 •. .._ _ � - . . . . . . . . .- STAIR DETAILS =1 I I 1 \ ..., .+ : " .- = " �.:y4ca-. igLk04,4,- fti.-t-Oaf �..:.:.:.:•.:.a-.:.:.r:.:. . - y - - • - r . .y.;.1 141:1��rAttwp .{tost •syr,.:. �ye,y.i;eses ae s•;;AT ;.�1y •d i i s s wd RA • :• • 1�os_:.1�:1a_Si . iS1:i.14. . ... .i.I:1.1 4 .1�. a.1. Cr) i ' -III II II :.:..:.:. .:. . � .: � � � � � � � � � � � � �� �\ � � � I � w + I 1441 . . . ,:.,:,,: I f—ill i 1-1 1 1-1 1 IIIIIII l 1 1—i 1 IIII—III- U) III HI II III III III o 2 STAIR-CIP TOP RISER STAIR-CIP AT SLAB1) STAIR-MTL PAN AT TOP RISER �G STAIR-MTL PAN AT LANDING STAIR-MTL PAN AT SLAB,_ 2 1 112" = 1'-0" 1 1 112" = 1'-0" — — 1 112" = 1'-0" 6 1 112" = 1'-0" (4) 1 112" = 1'-0" — - - — w A6 .27 (-I-, ____, CL bassett! architects 721 NW 9TH Ave, Suite 350 \ _ Portland, Oregon 97209 �iiii�iiii�i- -i�i�ii�ii�i- - T (206) 340 9500 F (206) 340 9519 -� _----;:--- ----/---- 7 �/ CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, • Portland, OR 97219 T(503)-419-2500 • STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 k4 T(503)-467-4980 in o : MECHANICAL ELECTRICAL & M S PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 — _ FOOD SERVICE CONSULTANT riiiiiiiiiii ' ----------/-----•,-/--r--,,---------------..--1Webb Foodservice Design 3700 SE Lafayette Ct. Portland. OR 97202 6" I I T(503)-236-8566 ACOUSTIC & AV CONSULTANT a d The Greenbusch Group ° 1900 W. Nickerson St., Suite 201 ' - Seattle,WA 98119 \ / T 206-378-0569 -- I I COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 ,..sv<SO‘YjD 114%, V LORNE SicCONAC trl ease . 91 n 1 AA 1TYPICAL_ GUARDRAIL DETAIL E,WA , ,. 1 1/2" = 1'-0" —. ~ ' 0 /2 18 CI"a °1 °'lH a ..-:.,1: HANDRAIL, 1 112" DIAMETER r •• ,�` - °_ ; .I HANDRAIL, 1 112" DIAMETER 4 NOMINAL STANDARD - : °1- STAINLESS STEEL PIPE TYP (7 .. / NOMINAL STANDARD ' STAINLESS STEEL PIPE TYP .' t' < :`o_" L. A6.28 1 112" I4 I DIMENSION POINT FLATHEAD MACH SCREW :I _ I - - - - - - 0 1 ,12" A '•:ice / DIMENSION POINT I.4 - .a - •. .. . -I - : a (e) / I_ a . ___ BRACKET SADDLE PAINT P-2, ° 1 _'1 118"x1"x2"CUT STEEL PIPE.., �I BRACKET SADDLE PAINTED. 1 118"x 1"x 2"CUT STEEL PIPE _I. _4 • - *I-,. ,". l' , .• -•• , - : - ''' / . . All'17"."---...„,,.,,,,,,„,,,,aI : .- " 1 ' 3"X 2"X 1/4"STEEL PLATE PAINT P-2. '.---- -- 3"X 2"X 1/4"STEEL PLATE PAINTED. _ ATTACH TO WALL ATTACH TO WALL °I d4 !- \ WALL PER PLAN.:- • -----_,,,i1.--: -7;_, ---'- •• `-:'-1 1:: ., SOLID BLOCKING @ ALL 14" . 4 - '. .l,.a HANDRAIL CONNECTIONS WALL PER PLAN HANDRAIL BRACKET AT CMU HANDRAIL BRACKET AT GYP 3" = 1'-0" \3_y 3" = 1'-0" ---. i3� • - 11111i0- CF_ z 4.. I\As.2..ty A REVISIONS DATE z z HANDRAIL a a. % i /z w HANDRAIL 5 i 13 o a 2, o , A6.28/ 112"RADIUS w �� / cn LIJ i I / 'EQ�EQ 112"RADIUS w 3I o / 'I / EQ 1 EQ STEEL FLAT END\ A i STEEL FLAT END / ,r / CAP WELD/GRIND ! I CAP WELDIGRIND i \ :\\ \ SMOOTH @ENDS m 11.1 SMOOTH @ENDS I lil 11 177'. •-• • . ..-,,,,_-,, i.:,._:, ,.,,,,.: . ..:..,L.,.,,_,-,, .,.-. .-,:iiiig- -- - --- ' 3 : * <-' Inr 1.-a 'Illail <,>. '• <.> fir TIGARD TUALATIN SCHOOL DISTRICT HANDRAIL SPACING NOT TO TIGARD HIGH HANDRAIL BRACKET, EXCEED 48"O.C. SPACING NOT TO SCHOOL EXCEED 48"O.C. 061000-WOOD BLOCKING WALL MTD. HANDRAIL END AT CMU ' -----,.. WALL MTD. HANDRAIL END AT GYP. MODERNIZATIO1N 7 1 3" = 1'-0" 3" = 1'-0" \_ i i EQUAL BRACK SPACES(NUMBER VARIES) 1-0"MAX EQUAL BRACKET SPACES / 9000 SW DURHAM RD. 1'MAX EQUAL BRACKET SPACES(NUMBER VARIES) 1'MAX / / (NOT TO EXCEED 4' 0" EACH) FIRST BRACKET NUMBER VARIES, j'2 DO EXCEED 4'-0" TIGARD, OR. 97224 DO NOT EXCEED 4'-0" HANDRAIL �( 1 �\ \6.28 1`-0"MAX / JOB NO: 16992.00 N. � ler i © \ / 3 \ FIRST BRACKET ISSUE DATE: June 19, 2018 z A6.28 6 + A6.28A�� q4/ Jurisdiction Stamp Area G4, a ti 1._0" Z I'I'�p,°p0'?4i I. Z �cL _ i� /� EXTENSION TO S/O l e O /- RETURN HANDRAIL o INSIDE FACE q�/ \ F ry�C,� 0 o z ENDS,TYP OF HANDRAIL G4/y I '- FTS u] 7,, Q ALIGN WALL BASE Pk/44/0 w = AND STRINGER O A R4/� I"MAXI 11" 11"MIN i/ 11"TREADS O� q i / oC' EXTENSION TO 1- (NUMBER VARIES PER PLANS) • �- �F'SINSIDE FACE Q 11" /li, � ,,,---4, 4' OF HANDRAIL o Et \ \ • co ''-- ': '-4( n_ "MAXIMUM,co \� \\' 1- RAILING DETAILS �1 11 / } \ \\ `\ tl o z �,; 1 RAMP RAILING -----\--;1. W LO HEIGHT SIM r- d°O \\, RAMP RAILING - °- n -. - - e, . '' ALIGN WALL BASE AND I- 00 HEIGHT SIM STRINGER E) HANDRAIL TO WALL WALL_ MTD. HANDRAIL AT TOP WALL MTD. HANDRAIL AT BOTTOM A6 .28 cfl 11 314" = 1'-0" 6 1" — 1'-0" — — — "I 1 i. _ 1.-0" - _ - - o_ b ttl asse architects 721 NW 9TH Ave, Suite 350 SND Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I CIVIL ENGINEER & LANDSCAPE 07 21 00-VAPOR RETARDER Cardno 6720 SW Macadam Ave Suite 200, 07 13 00-HORIZONTAL SELF-ADHERED WATERPROOFING bk. Portland, OR 97219 MEMBRANE 6 T(503)-419-2500 SLAB PER A6.31 STRUCTURAL STRUCTURAL ENGINEER Catena Engineers GROUT 11 1 i f 1 1 1 1 1 1 1 1 1 • 1500 NE Irving St., Suite 412 •- Portland, OR 97232 ' , �. T(503)-467-4980 HOISTWAY DOOR, MECHANICAL ELECTRICAL & PER ELEVATOR MFR PLUMBING ENGINEER _ Glumac 900 SW Fifth Ave., Suite 1600 II 4.'_r 4. . _. • . .%7‘ umir Portland, OR 97204 - _ " T(503)-227-5280 INELEVATOR THRESHOLD PER ELEV MFR 1 I FOOD SERVICE CONSULTANT q - -•d q°. . a, •- _ _•d _�4-" - •. - Webb SE Foodservice Design 37 Lafayette.. _,e -,--.„.=._ " a- . Portland, OR 97202\ . -..-4.... :A.,,,,::- -' • w STEEL ANGLE PER STRUCTURAL, 1 I T(503)-236-8566 6" \ _ d - CONFIRM WITH ELEV MFR / de - ACOUSTIC & AV CONSULTANT 1 I The Greenbusch Group a q r _. .:- ,a. ;, _; ; - 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 1'-0" y • e •. • ,• METAL FASCIA BY ELEVATOR MFR I - UPPER LEVEL `- TS 206 378 0569 7/ / 7:i _ 208'-0" WATER STOP �,�- COST CONSULTANT . _ ' .: - ; - • - 1 Construction Focus - • • d -;:-:°: .1 ` • -- 1 ��.__ - 740 Almaden St. ^d_ . PIT WALL PER STRUCTURAL I . Eugene, OR 97402 T 541-686-2031 -• .,d• 07 17 13-DRAINAGE PANEL ELEVATOR SILL ( LOR' E*COGNAC 11 — 1 F1 $�-1,� C�-(1�� El3� 3 — 1 -0 ELEV Oil / / J 1 ensc 91 EL 01-1 _ s I SEA E,WA , II A6.31 O STRINGERS 2 112"X r - — - - - - 0 /2 18 318" FLAT BAR W! -_ MAIN FLOOR ND X .•— \' Nt EASED EDGES �\ r �-.. 194'-0" , L. 44 4 = _ MECH D61 _.._ T — — — — — — — — - - — — — — I d I a- d u.i , , , I a i 1 N214 1 _ E 1E - - - - - - - - - - - - - �- - - ai - -- — ELEV D1 - 3I8"X 3 112"EXP C_ Y CD 6 - — o— / ANCHOR _ — A6.31 c� � 011- e • d ff o :-- 11-111-111-11 —11 1-111— . ilir i , . ioz9 -71- FLOOR LEVEL Z/ cc IIIII=1 II --- - ANGLE SUPPORTS 114"X i7.------ 1 SECTION (2) - ELEVATOR 01 EL : VATOR 01 - UPPER LEVEL 2" BENT PLATE EASE0 - - p - EDGES j' 114" = 1'-0" 1/4" = '-0" 1'-6" CLR - 3/4"DIA BAR RUNGS /\/ O \I I N6 / SLOTTED HOLE FOR FIELD ♦ ADJUSTMENTS, TYP \I N6 o ,.. T /5-9" CLEAR HOISTWAY/ 4 31/64 ` 8 Q 1;`-- i "f ` A6.31 I 8 • ~ NOTE: A6.31 r COORDINATE DIMS AND LOCATION WITH ELEV MFR -_ # REVISIONS DATE /— SS ELEVATOR DOOR BY ELEVATOR MFR \ 0 1 ! r I l i - ! i II 1 1111111 I I / \11:: PER PLAN i `D ® _ — - - D61 - r . , N I '� \ ELEVATOR IMACHINE ROOM M u) ELEVATION EE -M I I ELEV 01 _ o :/-1.-:.-- -7.:•:., - ;:{ h ; ;;"';'' :_,1 SECTION N 114 — — I s E 01-1 { Q w ==•- -L ELEVATOR PIT LADDER - A6.31 --- o : 2 1 112" = 1'-0" \ _ _ F Co _ : 1r MECH wffir_, , I \ U SS ELEVATOR DOOR FRAME, -: 4 Y Q a N214 - BY ELEVATOR MFR = �' '.¢ I - — "r. a TIGARD TUALATIN SCHOOL DISTRICT GWB SHIM .. .• 'Q • HIHI--- lh-1 - •. 1 -- ::-:a _:_,e: . --1 = I - - i TIGARD HIGH ELEVATOR HEAD/JAMB fl1 --- — UPPER �L]EQ"EL 11 ELEVATOR 01 - MAIN LEVEL � 31. = 11-0" GJ SCHOOL: I •" LL_. Sl 114" — 1'-0" )-- - - ' I � l 7171 - DRAT irk . .. _ I I I-- 0 3 NAGE PANEL A6.31 1 -- ,� - :�=_- I _ _ MODERNIZATION - GRATE FRAME, INSTALL ` I —I I I ___, - FLUSH WITH PIT FLOORtF— — ... , .. i. _r7 1 411 o_ - tl — 07 13 00-VERTICAL 9000 SW DURHAM RD. 1HR RATED GWB 4 - SELF-ADHERED l TIGARD, OR. 97224 E) I. % „ j4-.71_11 Fl II II Il Il II II II - p' '- �� WATERPROOFING \ CEILING A6.31 SUMP GRATING a '” - �• •*41111Z-111— MEMBRANE / a : • +�'�'�'`�� I I JOB NO: 16992.00 / / �`�•_�� �_���� 07 21 DO RIGID INSULATION COMMONS E. EV l 11 5'9' CLR HOISTWAY PIT LADDER ISSUE DATE: June 19, 2018 q. _ ,-." = '-�'�- - - - - - - - ° I •�'._ ELEVATOR a p �_ �� �` �, MACHINE ROOM i _ 4` -� - I._. .• - • _• • - �. i. LTJ` `, 0 `� 4 , � N Jurisdiction Stamp Area - .. ; y - LHLLL 1_11 ` ( 1,r4. — N 114 `zr F -•:). 440.7".:047 1 I 2"x2"x1l4"GALVANIZED . 1 '� ~� 117 q ANGLE AT WALL, BOLT TO I :q % ' � .1„AP: / I } ` v,. ..�,-. .— _ d-- .. Yq- I _ _, , --- - I MAIN FLOOR WALL N . \, •q ; - • _ .. - I • •� a 1 941-0" ° • • ; d GALV STL ANGLE WI *OVA"! .tti •1 1 1 I °o t 1 a _ ANCHORS: COORD SIZE I —I ' •.d• j' •+e I `1 :, � :. �1 07 13 00 HORIZONTAL -13 - II a x6.31 1 tr WI GRATE DEPTH : _ _I • •d a• • -e .. �, �, A6.31 '�' - I _ . ; A . •.' _ - A `..a I ' . - _ , • - R•. . _ •• d-. ' -▪ 4 • I .01:004004,0104,* � SELF-ADHERED - o .- WATERPROOFING 1- I , • 114" DIA STL STUD WELDED ! I I _.: • : ' r, _ I - a q.. 4 f d rd' d , 11 + 1 MEMBRANE a • TO ANGLE AT EACH CORNER I I .a ' . . , :: = ,--- -_ I I • 4 OF GRATE FRAME AND •d —I ' - .. - : " ' ;,--e. - .. l 9.-- •�'"e��4•-•:, . - .'a a _' GRATE FRAME MIDSPAN LLL . ' • M -- _ _ %-06e46=%% ; -r3� ENLARGED - -`:4 " ,, _ I —I f 1—III-111-111-111-111-111- III III—III III III_ __I I_I _ e a `� 1-11 : \ � ,•� CONC ELEV SUMP WALL •` -", - . — 1 ELEVATOR SUMP I— ELEVATOR PLANS, Q AT WALL E — I - _ d � .Mill AT SLAB ! LU 11 kr) ' _ SECTIONSLb , II III Ill III—II I 1 1 I I III I I III/III III 111-111-11I III---III III-- - ` - 1I I-I 11-I I I I I I I-I 1 4-I I I-I I-I l I I I I- I'..-.. 6 ---'— DETAILS co C o C ELEVATOR SUMP GRATE GRILL ELEVATOR SUMP DETAIL co 15 _ �G�� SECTION (1 ) - ELEVATOR 01 ELEVATOR 01 - PIT PLAN co 3" = 1'-0" 1 112" = 1'-0" 6 114" = 1'-0" 114" = 1'-0" W A6 . 31 bassetti architects I I I I I I I 721 NW 9TH Ave, Suite 350 I Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 —III II II I I III -I 11 I I 11 H I II 11 III HI III 111 HIIIH - III , I I I I 1=1 I I—III II . 1 1 111= 1 . —III II 1 II I 111 III , III III 11 HI 1 1 1 111 1 1 1 III III III III HI 1 II -111 III II - III III I I I,7 U1 I I Ji 1 1C. 1II i - E . l i i I_I1 I I l 11 II 1. 1 1 . II Ii ; I 1 1 IT I - I I I I I L11 LH E I I I I TI I i i l III IIHi11 Ihl 1 1 1 III l i l i I �F - I I I III III III III ! ! III— SDI SD CIVIL E NGINEER & LANDSCAPEL_. ; I Car no — 6720 SW Macadam Ave Suite 200, . :I . R d '---II—I-Q;- I I I Portland, OR 97219 1 J H I ! T(503)-419-2500 1 it � 1 �� ail -1 ,� , a I 9 BADMINTON COURT I STRUCTURAL ENGINEER • C C �� IC I I C C C :1� ' LL - - - - LLL „ L L L - - - _ 1 6 0 I4 3 2 v3 2" —14'-0" I I I 1500 NE Irving St., Suite 412 y / Catena Engineers { I �f jr. �- `D Portland, OR 97232 r — I I----- T(503)-467-4980 SE 1 3._2" 18'4" 18'-8" 18'-7 112" i 1 MECHANICAL ELECTRICAL & • 7� •i� •i .� I , •I PLUMBING ENGINEER I - i I Glumac 1 VOLLEYBALL COURT 900 SW Fifth Ave., Suite 1600 � /- Portland, OR 97204 / 12 66 13 TELESCOPING B_EACHERS OFIC _ T(503) 227 5280 :=1: — FOOD SERVICE CONSULTANT I I I n Webb Foodservice Design 3700 SE Lafayette Ct. • Portland, OR 97202 4 - --- T(503)-236-8566 I ACOUSTIC & AV CONSULTANT 1 I ' The Greenbusch Group I I 1900 W. Nickerson St., Suite 201 I (J I CORR I I i CORR Seattle, WA 98119 ST — — I — — — — — — - — — — — — — — — — — — — — — T 206-378-0569 SF I � _ �- S F woos I , WOOOA �_ I ( WOOOA 1 COST CONSULTANT .....). rh Li u 11-11-411"- u u –u I-1 Construction Focus I I 740 Almaden st. IL I I I Eugene, OR 97402 T 541-686-2031 i_mi / SIDECOURT I i / FREETHROW LINE II7 '"*.Q`� .7 LOME!1icC(}NAC 1 *p7...).3 I I . I - ' - 12 66 13-TELESCOPING BLEA;HERS OFCI I 41 I I ASEA E,WA t (Z) SGL $'-3 318„ Y- — — SG — — — — — — — — e4 8'-4 518" I AA I L c � -1 - -tJ - c �1 -1c cF - c - -1: -1c 1 I I I I 1 I I I _i _j w I or 1, I I � R • :4 ' / I �. =1= t 1 I __ - •I – �� i i : i J - . • RII E.. .. I I -i r—� COI 1 1 I 11 I II W006-1 I I II wob6-1 N. III L 0 r _..„ &862° I - " • S3.2 S4 S S7.1 GI) S3.2 S4 &8612 0S7.1 I. .......ice... ....................... .....................i........................ .. .......• to .......i�i.. ....................... .•............................................. ..isi.......• (S6 AUX GYM STRIPING & BLEACHER PLAN L 2 AUX GYM STRIPING PLAN l l) 118„ = 1-0" LL 118" = 1r-0" / '* REVISIONS DATE ''''''') N N • N1 II E1 E2 S2 -' TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERN IZATIOIN 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area GYM STRIPING iii PLANS U) 00O 2 W A6 .41 (15 CL bassett! INTERIOR FINISH LEGEND architects 721 NW 9TH Ave, Suite 350 09 84 00 ACOUSTICAL CEMENTITIOUS WOOD FIBER PANELS(ACWP) Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 06 42 00 MEDIUM DENSITY FIBERBOARD(MDF) CIVIL ENGINEER & LANDSCAPE r-- — Cardno 09 72 20 FRWC 6720 SW Macadam Ave Suite 200. Portland. OR 97219 T(503)-419-2500 83'-6 314" / 'I/- 09 77 13 STRETCHED FABRIC WALL SYSTEM (SEWS) STRUCTURAL ENGINEER SPRING POINT Catena Engineers 7111, 1500 NE Irving St., Suite 412 4'-0" 08 45 00 SANDWICH PANEL Portland. OR 97232 � / / MT / 09 51 53-ACOUSTICAL WOOD FIBER PANEL - - 11 66 23-BACKSTOP; SIDE COURT(OM) / ROOF SYSTEM 11 66 23 BACKSTOP; SIDE COURT(OFCI) - 10 1146 TACKABLE WALL SURFACE(TWS) T(503)-467-4980 PAINT P-3(GREEN) I l i I I • MECHANICAL ELECTRICAL & _ - x I x I = — rl_ = I _= 11 66 23 WALL PADDING(WP) PLUMBING ENGINEER Glumac 900 SW Fifth Ave.. Suite 1600 12 Portland, OR 97204 09 90 00-P-3(GREEN) T(503)-227-5280 A9.52 i C� \ i i i i'� y` g r- -� I . 4 1 k� ._. 7 �- _ 4= r . �- 4 r-- •—- FOOD SERVICE CONSULTANT U u U . / / 09 90 00- P-1 (WHITE) Webb Foodservice Design f 3700 SE Lafayette Ct. 09 90 OD P-4(BLACK) Portland, OR 97202 AWFP �o �j T(503)-236-8566 f , 09 90 00 P-1 (WHITE) / o " 11 �,� �. ACOUSTIC & AV CONSULTANT eo A9.52: ' The Greenbusch Group UPPERW. Nickerson St., Suite 201 .. _ . _. - _.__ .. _ - - __ _. - T 206 378-0569 208' 0+� Seattle WA 98119 . \ . / -1. _ COST CONSULTANT // \ 1 I/_ _ Construction Focus u) /// 1 � 740 Almaden St 1 \ 7 Eugene, OR 97402 \ , T 541-686-2031 r _ _ UPPER AUX _Au- / - _ _ ___ - I^ ill I _ - - - — - - 1 Ui ,',- - — - -- - - - — 201'-0'� OPEN TO BEYOND ` h.C_0,°%YjD 1 4 ti ,0 04- i _ _ a --r7 1 Gam., I . LORIYE!IScCO:�AC nn f II ._ . I 1 ad 90 I �� I II 1 II��. .- - • „ - I - P ' J,.. ' _.ir - `- - - - 'I- 7 1 1—-LI 1- i ' . -':---N.-_- =1'1 ; _,[ _ ;. .. • SEA E,WA l �I I iii i 1 1 i`i ;_ i � . . .' .�,l .I 1 1 --- i J i l i ' i I _�_�—� — I-- —I I ° .I i # . I .1 l >I ,' ;I_ , 1-U.t __I_ '✓I . I �� I �. a /1 f 1, ,��-- _. .._-.7 ,.�:. __ .� „�,.,, ,�cT� �1-._�_ "� = :.W,.�= � ..�.. _ t— -_� � ,., _ __ _— . ....._ _ � __...,,L_ _., — _ -_ _—_ _ _ -��-LL � -- -- __ _ —— — __�_' - L - - ..� _ - - -'amu` - .,....�.�:_..�—�. r� - - ,.. .. .. .®,.�. ,d-. . MAIN FLO . 1940'+ o i2 1811 ; P,..--.- . -- _.. .. �- ... — �.. — ,.— . . :_ .. . : . �._ .. .�_ - .- _...`-. . ....,__._.. ......__._ ....=_... :.,�m. . Hii ,i , i .i , .i,/` I I 4' II 4F I I I - LOWER LEVEL_ 06 42 00-3/4"MEDIUM DENSITY OVERLAY PLYWOOD �, AUX GYM - NORTH 126613-TELESCOPING BLEACHERS 1 Ate. 1/4" = 1'-0" -- - - — — 72'-0" /4 V 1 12 7 09 51 53-ACOUSTICALPAINTP-3 WOOD FIBER PANEL _ I I � � T A9.52 - / 1 1 _•,C 09 90 00-PAINT P-3(GREEN) At REVISIONS DATE x v O ) - ���� 44 ' M - 09 90 00-PAINT P-1 (WHITE) N I // �1i ir i �\ I �� / f 09 90 00 PAINT P-4(BLACK) j I I �� \\ I II % I , : VN N 1 I I // \\ I /1 1 \\ r 7 - 09 90 00- PAINT P-1 (WHITE) 11 // \ / ' I5---''' ' ` El - � - ^ � , _ � � — — ^ J � � � � � ~ ! UPPER LEVEL E2 - - - ,_ it li 208'-0" \ � � � =i � '�PENTOBEYOND - � - — - - - - - - - — - - - - -- - \\ �/ / � � , : N / S2 N / _ - - - -` - - - - - - - ` — � - - - � - OPEN TO BEYOND - - - --- - - - - - - � � � � OPEN TO BEYOND / \ - - - - - - , - - - - - - � I - - - - � ., /� / \ .- / \ \` / p — -I // \N TIGARD TUALATIN SCHOOL DISTRICT / / TIGARD HIGH / UPPER AUX iI �- - - -- 1 I I — - -201'-0" Ar 'i i SCHOOL . 1 iii 10 14 73 WALL GRAPHIC II ll I � � 1.11 Tr II' MODERNIZATIO(r -I �I 1 67--------.- _ -10 7_ o (� II I L - - - - A9.52 EQ EQ -_ALIGN. TYP ---- - - ._. - - - J ' `� II Ii I ,— -- -. �1r - - - - - -_ - - . --. - -- �, 1 - - - - - '� I I �I - MAIN FLOOR 0 9000 SW DURHAM RD. — ,��. c_ / r " 194'-0" TIGARD. OR, 97224 I Thc)Ai . r� � TYP JOB NO: 16992.00 I f. .\ r�- ISSUE DATE June 19, 2018 . ) Zo ( ) _ I 8 ;-� _,I Jurisdiction Stamp Area Ti 9.51 �. _ I _i LOWER LEVEL /1 • - - - 09 00 DD PAINT TO MATCH WALL PADDING 11 66 23 WALL PADDING ` -- 09 00 00-PAINT TO 06 42 00-314"MEDIUM DENSITY OVERLAY PLYWOOD 187+_0++ V ` 10 14 24-PANEL SIGNAG . 3/ I 09 64 66-VENTED BASE MATCH WALL PADDING AUX GYM - EAST 1 B7, 1/4" = 11-0" - INTERIOR w ELEVATIONS - CO CV (15 cn LOWER LEVEL S1 co O I— co O " ct w A7 . 01A 0_ bassettiREFER TO SHEETA71A FOR INTERIOR FINISH LEGEND I architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200. Portland, OR 97219 83'-0 314" T(503)-419-2500 •/ �e STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 (503)-467-4980 i i ---- 11 66 23-BACKSTOP; SIDE COURT(OFCI) 09 51 53 ACOUSTICAL WOOD FIBER PANEL MECHANICAL ELECTRICAL & ii i I PAINT P-3(GREEN) PLUMBING ENGINEER II I if Glumac 1 900 SW Fifth Ave.. Suite 1600 Portland, OR 97204 7r 3'-11 314" 6t • TMP 1 .ie� T(503)-227-5280 1 7T1 1T TI- I { 7I 1 ..'. FOOD SERVICE CONSULTANT // 1 Webb Foodservice Design 3700 SE Lafayette Ct. ACWP Portland. OR 97202 T(503)-236-8566 099000- P-3(GREEN) ao ACOUSTIC &AV CONSULTANT 1 The enbusch Group UPPER LEVEL 19 Nickerson St., 201---- -- . — _ __ _ - - � _- _ _. __ -. . _ _ . 208'-0" Seattle, WA 98119 T 206-378-0569 099000-P-1 (WHITE) / \ /::. .7 1 \\ COST CONSULTANT Construction Focus 1 1 \\ I \ :r?N`• ��\ 74Q Almaden 5�. 1 / \ / ' 09 90 00-P-4(BLACK) Eugene, OR 9 402 \ / 09 90 00-P-1 (WHITE) T 541-686-2031 �r ) � - - - - - - - - - - - i - — - T - - � ' - - - - - \e: - - - - �' - �� UPPERAUX� � . — - - 201'-0"��77 ,..s„,,,- 1111 , 06 42 00-HARDWOOD TRIM 1-1 n n / 1 i c7.7 FJ=L easeI I II - __.... _. •'I fit! H � , I19T I I :11.: � I � . -I1 - , 1!!!i' :�j,111! I ' I ' - , r'I or • 1aSEA E,SVA.1 it. : . • • I 1 ' 7, iI i • iii li ii• cli\'' -I ■I■■■■■�'1- - t � _ - - - T - - i , , H , : _ 194-0 '441- iLic,_,c.syrs-NI° 0 �2 18.e. .._ .. .. ,,..r: MAIN FLOOR --.... \-. -- ---- ---- - ---. -- - 1 ,_ , • ,P ,-- .._ I I I—._... \ _ _ .. _ _ .. -- - - . . I I i 1 1 \ 1 LOWER LEVE 06 42 00-3/4 MEDIUM DENSITY OVERLAY PLYWOOD 05 52 13 PIPE AND TUBE RAILING 12 66 13 TELESCOPING BLEACHERS 187'06 20 00-SOLID HARDWOOD ('�I AUX GYM SOUTH - - 1 j 1/4" = 1'-0" EQ EQ SPRING POINT SPRING POINT 11 66 23-BACKSTOP: MAIN COURT 08 45 00-SANDWICH PANEL C i ROOF SYSTEM 7e 3'-11 314" 'e TYP J - 1 REVISIONS DATE 1T C, N / D //I \ . . • A . . N2 N1 ACWP - -- - - - — - - - \. . . . - __ _ - - UPPER LEVE E 1 �os�-oll • �i \\ S2 \ / - - — — _ _ - - — TIGARD TUALATIN SCHOOL DISTRICT \ / .- - - - - - � , - - - - - - - - -- - - �..� - - - --C -- - - - - `-- __ - - - -- - - - - - �3 - — 201'-0" v UPPER AUX OPEN TO BEYOND � � - - - � ^ — ~ — � - - - - � � � � � \\\ //f TIGARD HIGH \ _ _ _ _177 - - - - - �� - - - - - - - - \ SCHOOL / \ . .7 _ - Y I1-11 — — OPEN TO BEYOND L \\ MODERNIZATION , \\ \ / _ - - _ - _ ��� , \ MAIN FLOOD _ — _ — - T - ` X11 Q'4- - 1 94'-0" 9000 SW DURHAM RD. --"� - I - TIGARD, OR. 97224 �• - - F JOB NO: 16992.00 1. — - I ISSUE DATE: June 19, 2018 7 I - Jurisdiction Stamp Area \' ," , ‘<\.\ _ _ _ _ LOWER LEVEL \ 09 90 00-PAINT TO MATCH WALL PADDING --- 11 66 23-WALL PADDING 06 42 00-314"MEDIUM DENSITY OVERLAY PLYWOOD 187'-011 09 65 00-RESILIENT BASE 06 20 00-SOLID HARDWOOD 1DAUX GYM WEST INTERIOR 11471 - 10" a -VV 1— ELEVATIONS – co CO LOWER LEVEL S -1 Q I- co0 2 ,.. UJ A7 . OIB C� REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND I Liass"etti architects 721 NW 9TH Ave, Suite 350 ` Portland, Oregon 97209 \\ // \\ / / T (206) 340 9500 F (206) 340 9519 \ / : 1-8 '. \\ // \ / \ / \ / 9.52 . \ / \ / i _ \ / \ / CIVIL ENGINEER & LANDSCAPE 1 ,-1 • I-1 II a `„ . I I OPEN TO BEYOND , Cardno p� OPEN TO BEYOND A i,. . = i U / \ / \ II ; / \ / \ 6720 SW Macadam Ave Suite 200, /i / ' // \\ // \\ T(503) 9250019 . / . / \ / \ / \ / \ STRUCTURAL ENGINEER • _ .. I\\\L Catena Engineers CG-3 �- 09 65 00-RESILIENT BASE l `\ 1500 NE Irving St, Suite 412 05 51 00 METAL PAN WITH CONCRETE FILL 06 42 00-HARDWOOD TRIM CG-3 Portland, OR 97232 064200-MDF-1 T(503)-4674980 W000A CORR - NORTH W000A CORR - EAST W000A CORR - SOUTH W000B CORR - NORTH MECHANICAL ELECTRICAL & 1 A 114" = 1'-0" ('`1 B 1/4" = 1'-0" 114" = 1,-0" 3A 1/4" = 1'-0" PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 DIV 22-DRINKING FOUNTAIN FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. 8 Portland, OR 97202 . / A9.52 - TYPICAL ACOUSTIC & AV CONSULTANT . , o The Greenbusch Group . `\ , i �� `\ I 1-1 I I I I 1900 W. Nickerson St.,Suite 201 J ` V �- � N All \ / Seattle,WA 98119 T 206-378-0569 A9.52 . , COST CONSULTANT \ 1 r Construction Focus I t. 10 44 DD-FEC 1 CG 3 CG-3 CG-3 CG-3 09 65 00-RESILIENT BASE / 740 Almaden 7 CG-3 CG-3CG-3 CG-3 CG-3 Eugene, OR 97402 WOOOB CORR – EAST — 064200-HARDWOOD TRIM 064200-MDF-1 — - -- – 7 541-686-2031 3BJ 1/4" = 1'-0" C?. LORNE?4feCONAC ease _ 91 73 \ / \\ // SEA E,WA d ' \ / ili)t .i) \ / \ / 06 42 00-MDF-1 \ / ,' OPEN TO BEYOND _ ' – / \ N / \ / \ / \ / \ / \ / \ WOOOB CORR - SOUTH 3C 1/4" = 11-0" 1 ' ALIGN 1 .,_ j I 7 . 8 ALIGN i�9.5� .f�. _ -1Zr/ ' " , 4-D , i .. TYP .f �. I n nn C • > C 1 / r i .. i . , . , 9.52. , \`. ,'' 104400-FEC1 0606 42420000--HARDWOODMDF-1 / '*TRIM REVISIONS DATE 09 65 00-RESILIENT BASE N 3IjWOOOB CORR - WEST J - N N1 114" = 1'-0" 06 42 00-HARDWOOD TRIM El ALIGN 06 42 00 MDF-1 P-3 -Ns f \ S2 l \ / S \ / \ / I l/\` \ / r TIGARD TUALATIN SCHOOL DISTRICT \ / , , ..- I ri I I OPEN TO BEYOND N I .r �� i ii = TIGARD HIGH �- / . SCHOOL ' \ OI , ... „, / / \ r �„ — 1 , Dfi42DD MDF-1L MODERNIZATIO1 1 CG-3 - CG-3 DIV 22-WATER BOTTLE 05 51 00-METAL PAN WITH 03 30 00-CAST-IN-PLACE CG 3 49 fi5 QQ RESILIENT BASE CONCRETE FILL 10 14 23-INTERIOR PANEL SIGNAGE FILLING STATION CONCRETE W000B CORR - PARTIAL NORTH /� WOOOB CORR - PARTIAL EAST WOOOB CORR - PARTIAL SOUTH 4 `T B1/4" = 1'-a" 9000 SW DURHAM RD. ) 1/4" = 1'-Q" 114" = 1-0" TIGARD, OR. 97224 JOB NO: 16992 00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area I104400-FE2 \ / \ / \ / \ / 11 - ❑ \ / 8 4'-0" . ., / \ / A9.52 TYPICAL J ' \,. OPEN TO BEYOND `\I . \\\ �\ INTERIOR 2 // \\ �9.5J I- ELEVATIONS - / \) LIJ NI- CG-3 CG-3 06 42 00 HARDWOOD TRIM LOWER LEVEL S1 6'i 064200-MDF-1 6 A WOOOB CORR - PARTIAL WEST 1C o L 1/4" = 11-0" c co W A7 . 02 s asse i REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND architects Q / CT-1 1 / ' 1 / 1 / 1 / OPEN TO BEYOND • 11 // 721 NW 9TH Ave, Suite 350 1 / Portland Oregon 97209 ' I 1 — �_ _ I I 1� �/ T (206) 340 9500 F (206) 340 9519 \\ OPEN TO _ J J J—J_ J BEYOND I ' ` /" I; / / OPEN TO ,/ / /�— �. /ter/7 ,/�/,4 \\ I � -- ,i./...-1:7... �` ` '\''\■ �� �� C\ ■ • ` '\�� \{ \�0 BEYOND / 1 CIVIL ENGINEER & LANDSCAPE / \ I �� \� ���FK� X� ; q ■ I / 1 / \ Cardno / �JJ T' 3 / 1 6720 SW Macadam Ave Suite 200, / 1r € [ / 1 Portland, OR 97219 I .' '� r //17 T(503)-419-2500 CG-2 09 65 00 RESILIENT BASE 09 30 00 COVE BASE CG-2 10 51 00 LOCKERS(OFCI) CG-2 STRUCTURAL ENGINEER ---\, W004 GIRLS LOCKERS - NORTH =- W004 GIRLS LOCKERS - EAST 093000_COVE BASE Catena Engineers 1500 NE Irving St., Suite 412 ( 1/4" = 11-0" (� / 1/4" _' - 1'-0"-0 — Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 1 I I f - 1 ACOUSTIC & AV CONSULTANT ■� 0 • • ■ !_. .! ■ ■ ■ ■ • ■ :. ■�� ■ i ■� ■�. "j >!��t ■ lim.:4:)> > TheGreenbuschGroup \ • • • • '� f 1900 W. Nickerson St., Suite 201 r \ ' [ \ /�' f ■> /� " .r ,< Q ` %Q\ ■ ■ ■ ■�'a >']>� > ■ �' Seattle, WA 98119 t • • • • i€t • re T 206 378-0569 / • / • II . m s a • • m . MIS MS m . 13. • • • • • i .0>b- >o›Iii a. . . _ . > ___>io . . .Ai?p - . . - ›6-->G -- ;:n+ • . il , •/ / \ ■ / >]>a/ m ■ •>� > COST CONSULTANT Construction Focus / 740 Almaden St. \ ■ •■ ■ •■>p ■ •■ >, ■ •■ ■ ■ ■>>� ip>!�] i" 1" i T' " 121 ■ ■ ■ ■ ■ ■ f11 Eugene, OR 97402 i---7 — 09 30 00-CT-1 09 65 00-RESILIENT BASE CG-2 CG-2 T 541-686-2031 • W004 GIRLS LOCKERS - SOUTH W004 GIRLS LOCKERS - WEST l_Pj 114" = 1,-0„ 1p . s,.,4E.Ake J 114" = 1'-0" C LORNE McCONAC I! ' .. ease: `3 f 004 T SEA E,WA LOCKER INWebb Foodse— 1"bA., 0 /218 [. . .� /' )- , I' „--\r-'----,, . iii.... .'. I I I I ■>■ ■> ■ ■ ■ \ 1 ii ii\ i t \—\ 1 llllll////// / = / ___H'/ . IV ;V TT \ \ ,! „ , . . , . . , , . , „..._.. • = . r r_____ ....._, , , \ 1 1 . 1___ „ .,_ , \,, ..._ ---- LOCKER IN FOREGROUND W004 GIRLS LOCKERS - PARTIAL NORTH (- W004 GIRLS LOCKERS - PARTIAL EAST 2B� 11 - _ W004 GIRLS LOCKERS - PARTIAL SOUTH - - 114" = 1'-0" 4,I _ 1, a„ v 1/4" = 1'-O" 092116-GWB I / / - ;�,'`Y-T�-rr I 1 1 fl `T -rY`tt1-t7 '... 1 1 1 r 'P�- 'iTi1f --rrrrr -rrrr .=rr-rrr I-rT -�"' 2 SSS aG& / ■.r ■■ ■■■■ �lrlii:i I��w ■.■ ■r 1 I l l i l - I I T l lIi.L n.IdW_L1' 11 T TF ly��lM �. .,i . -L�-�-� He1..! / . . . -- - ill � ---� -- � - ' � - c _ ■.■I LL/ (i , c� , , c �^ ,: a �_ �- rr■■ wwu ■�,ri ...B IN . R■■■ ".��.. ■■■ ' ` ` ' f ci' ✓ . . _. ■�r,. iii i . i ■■■ ■■` ��� . .i.. iii .iAt •••• .... —] ;. U... REVISIONS DATE .... MEM MEM . .. ■.r MOM ■■■■ ■.. Q MEMO ■ur ■rur EMU MEM 7:7 rrw ■rrrr uun i ■rru ■aru r■■■' , ■aru; -� __ _ 30 ME ■ r ■r■■ . r ■. ■■■■ a■.r.rr■ w urr. I I ., -- .w.r rr■m ■r■■ ■■■■ , - r■r�■ BM r. _ ■■1■ r■a■ <R�W1 �_ - -- ' I I-. - '-- -� _ �' ■rr■r� ■rr■■ rsrr� ■sup rrr •�� r■rrrrrrr■■ arrar' ■ru ■rrr■ rrrra ■rrr■ ■rrt■ ■Itr■ , ,w T� .. , w ■■.. rww■ ■■uF ■uu1 w. �_ Erni uu .uu ■■u■ .u■: ■r■w■ MEMO r+r I ■u■ owl _.i.ii ..rrr 1 WM ..rr. ru■■ ■■■■ II f /'''' N - ■uu !■!*ri ■ rrr#e ji rrrrr� 09 65 00- RESILIENT BASEG CG-2 G w' - n N N1 - -r�7\, W004G TEAM LOCKER - NORTH --\, WOO4G TEAM LOCKER - EAST W004G TEAM LOCKER - _ I '� SOUTH W004G TEAM LOCKER WEST 3AB 114" = 1'-0" (38y 1/4" = 1'-0" C 1/4" - 11-0" (b) 1/4" = 1-0" 1111 El E2 S2 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH ,.,.. - , , • , , . , , ,/ ... \ - _ \ IIIIf Mi . I,113, Il11 fl IIf{� � � � MEM \\ • \\ \ , . ,,, . , ■.. SCHOOL \ f \ au ❑ \ • u■MI \ / / / . / / / / / / / / / 1 / /4 , , „ , / , / / / / / / /1 rum \ ( , )' / / / // , !/'� iii / "� V ■ [ ■ ■/ ■/ ■' (- .UM ., v � vv \ MODERNIZATION C7 /' -- ',,rrrr �rrrl r IN `1 J // Q — ME \ \ \� I / \ \ \ . \ \ \ j \ \ \ \ \ , \ \ \ ; \ \ \ \ \ \ \ I \ .■■■ ■ • ■■ ...w.:, ill ! ...._MOUE . `O ME ■ ., _ - 10 51 00 BENCH CG 2 E a E 1 I [ I 9000 SW DURHAM RD. 09 65 00-RESILIENT BASE TIGARD, OR. 97224 JOB NO: 16992.00 --\, W004J TEAM LOCKER - NORTH W004J TEAM LOCKER - EAST W004J TEAM LOCKER - SOUTH _ ISSUE DATE: June 19. 2018 = I_ ,I - _ , _ W004J TEAM LOCKER WEST 4B 114 a ,4C „ _ „ - - J 114" = 1'-0" 4® —_. 114 1 -0 114 = 1,-0.. Jurisdiction Stamp Area INTERIOR 2 0 ELEVATIONS - N W (0 LOWER LEVEL S1 co 1— N a0 ct A7 . 03 UJ REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND bassetti architects e . 0 p 1 I I I I I 1 I I I 1 I - I l 1 T F I I I 1 I/ \I I I I ' I '/- I J I / \ \ '\ \ \ \ !I\ \ \ '\ '\ \ \ \ \ \ \ \ .\ / /': i' 41 is / i, / i:' / i'; /° /' /` /J / J 721 NW 9TH Ave Suite 350 / \ : \ \ ' \ \ ', \ \ ' \ :' \ ' \ \ : \ ! \ \ \ .' \ '' \ ! \ \ \ \ \ , \ ' / / / / • / / / - / / / / / / / / / / / / / : / Portland, Oregon 97209 \ ' \ \ \ \ \ ' \ ' \ 'I. \ \ ' \ , \ \ ' \ \ \ \ \ \ '' \ j \ ,' \ ' \ / / / / / / / / / - / / / / / / / / / / / ' / I T (206) 340 9500 F (206) 340 9519 / / / / / ' / / / / / / / / / / ' / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / Y / / • / / / / 1 / / / / • / / / - / / \ \ \ \ , \ \ \ \ \ : \ \ \ \ \ \ \ \ \ \ \ \ 0 / / / / / / / -/ 7/ r / / :,/ / ./ '/ / / / / ,/ / i N i \ \ vI \ \ N \� v' v y N. \ N. 'y N. A \ CIVIL ENGINEER & LANDSCAPE Cardno . _ _ I I 6720 SW Macadam Ave Suite 200. Portland, OR 97219 `\ CG-2L 09 65 00-RESILIENT BASE 10 51 00-LOCKERS(OFCI) T(503)-419-2500 10 51 00-BENCH STRUCTURAL ENGINEER Catena Engineers St WOO4H TEAM LOCKER - NORTH WOO4H TEAM LOCKER - EAST Or- TEAM LOCKER - SOUTH -. WOO4H TEAM LOCKER -WEST 1NEIrvin „ Sui#e 412 Poo00rtland, OR 9 9727232 T(503)-467-4980 1A 114" = 11-0" 1/4" = 1-0" 1 114" = 1'-0" 'I D . 1/4" = 1'-0" MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave, Suite 1600 Portland. OR 97204 I(503)-227-5280 09 90 00-P-3.WRAP WALLS F 10 11 00-MARKERBOARDS FOOD SERVICE CONSULTANT / I Webb Foodservice Design EQ Q EQ U \ / H 3700 SE Lafayette Ct. • ile 1 / EQUAL EQUAL Portland, OR 97202 T(503)-236-8566 1 / • 1 / ir • 1\ /1 ) ACOUSTIC & AV CONSULTANT / : / / 4X4 4X4The Greenbusch Group MB TB OPEN TO C` E 4X4 1900 W. Nickerson St., Suite 201 I BEYOND I I Seattle.WA 98119 / 1 ki /// e 1 \ / / / T 206 378-0569 / 1 � N. COST CONSULTANT 1/ \\ ' ' M Construction Focus / I 11 r `� 740 Almaden 5t 10 11 00-TACKBOARDS CG-2 CG-2 F ICG-2CG-2 Eugene, OR 31 97402 / 092116 GWB CG-2 T 541-686-2031 10 51 00-BENCH — 09 65 00- RESILIENT BASE 1011 00-MARKERBOARDS 09 65 00-RESILIENT BASE W004A PE TEACHERS 1 W004B LOCKERS - NORTH W004A PE TEACHERS - EAST W004A PE TEACHERS 1 W004B LOCKERS - SOUTH W004A PE TEACHERS - ,..,_eAt . R C 2 D 1/4" = 11-0" 2A� 1/4" = 1'-0" 2 l 1/4" = 1'-0" 2 C9 114" = 1'-0" � C5LORNE WCO AC ease 41 rs • - 092116-GWB - - 092116-GWB SEA E,WA / - I ,' \ 01 0 12 18 \ i I 1 / F/a/ / 1 / I- _ I I I I I I I I II °i — IIL- - - - - - H� LJ - \/ I I \ I\ I\ \ '\ '\ \ 1,\ \ \ }\ �\ \`� I\ \ !\ \ \ \ �\ \ I_\ (\ ) i ii I u III II I ` -`I I I , \ \rf\ ; OPEN TO I �- \- \f \ �� \- \,� ��',�� \: \�' \ \ II I II I I \ I I ii Ir , >: �, ri BEYOND >>]>]>]�3>3>]` ■ >0 >i] /`—' ■>v ■>] /!]�>-] >1) II I I \ �' TI _ I I II 1 / ,1 / 1 / ,V /� \\ V A �,_� 1/ �� � ,.\ �� / �/ 1 / .\ IA 'V `.'N N \ \ V �\ � \� �� �' I I I_ ' ff • \ \ \ • L D �� V 1 \ 0 I ��� / f'/ 1/ t/ / 17 I/ / ;/ 1/ I/ / I> I> i/ I. i/ L> �� l l''/ '� I I , . I / t I I I I I I I I I� I I I . \\ —1 . '1 \ \ I • F \— 09 65 00-RESILIENT BASE 10 51 00-LOCKERS(OFCI) D CG-2 09 65 00-RESILIENT BASE CG-2 W004B LOCKERS - EAST W004B LOCKERS - WEST W007 BOYS LOCKERS - NORTH pW007 BOYS LOCKERS - EAST 1/4" = 1'-0" 3D 1/4" = 1'-0" 4'!f 1/4" = 1'-0" 4Q ,. 1/4" = 1'-0" FLOCKERS SHOWN IN FOREGROUND r / o ' El / I I ► II 1�. I I 11 I I v• �i ]>]>`]» >.-]>]>�>• 7 \ >c>d>c>a \ > j �]>]>]>]>] ■ i>-]>J> > ] >, • \. /1 'L� G_.� - .,z_,z_„, i - / i i i i '✓ — i / \ .\ T\ \ \ \ \ '1 \ \ :\ \\ \ .\ .\ — -:(--._K \ \ \ ,' At REVISIONS DATE N. >1>' >!.J> >.°).1-1>0%!] ]r :], , ,, v>'] > L'7 • ›. )t) \d ■ ■>']>•�)J>= �)C>1> . , , , , __, n , , N , .. , .I1 . 1 . , . i h . i__.. „ , 1 . 1 l l 1 M I I 1 I I I 1111 11 N N1 --- W007 BOYS LOCKERS - SOUTH W007 BOYS LOCKERS - WEST AC) 114 " = 1'_01 4D El 114" = 1'-0" E2 S2 1 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH TE Baia. HE�l k 1��� \ ■■■■ .,�,. i I ■• ■.� 7w■■■ ■■■■ ..,... �..,. .iii ��� " :1;1 J ., l �"'1 E! r■r u■ ■a■ ■a■ iiialb .�.. �.. \\\ iii � 1 J . ] , 1 y7s ■B� [:: aTIIII ,. Min = � I mr _ SCHOOL B■ ime — s■■ w ■TlviODERNIZATION ww ■■■ .r ■■ ■■r ■ow MEM �■ OEM ■ wrr■„ —, w■■■e ■r,rwe ■■ *■■ EMI ■w■ 'MEM! ■ w ■■rr r ■w■■ ■ r■w ` ■w ■wr■ww ■■■ w�■ a■ ■III■ ■■rw i ■�■a r� ■ w■■■■ ■�I ■■ a ■■ ■a■■ ■■■■■ ■■■■ Ii erre �r a■ ■■■ ■w• wl■■ r ■r ■■� aw {■w■■ a ■� ■w ■wr■ a=el_ ■a■ w■■ ■■ w ■ � rwa i w■■1■ w�I ■■ ■ ■r ■■■■ ■■u , Il !�■■e wa■tea ■■ rr■ ■w■ �■ ■1 a w ■■re ■ Bow II■w■■ ■ is aw awa■ r Iww ■u Bw■ ■■ s -- ■ wBU ww ■ 7■■■■■ a■r■■� ■■ a ■■ a urr _raaa ■■r� i ■■a■■Hr w-•EI wa ■■ r■■- ■w■ -■wu I a - a■ r ■ww '■w■■ r ■� ■w ■w■a a �I a■q■■■ CG-2 - 09 65 00-RESILIENT BASE G CG-2 9000 SW DURHAM RD. TIGARD, OR. 97224 W007G TEAM LOCKERS - NORTH JOB NO: 16992.00 SA 114" = 1'-0" p W007G TEAM LOCKERS - EAST (� W007G TEAM LOCKERS - SOUTH W007G TEAM LOCKERS - WEST ISSUE DATE: June 19, 2018 5B- 114" = 1'-0" 5`r 114" = 1'_ " U _= I, 1/4" 1 -0 Jurisdiction Stamp Area 1 I-i \ \ _ • • • • INTERIOR ]>J ■ ■ ■ i >] i i***-- ;>,.----_-„--„i]>p» i i i >.) - - i i i i i >p>: >p> " ` " – — �-- ELEVATIONS Q ] -—,)– ■ ■ - ›-DAY] >]>�7>,J >]>]>Q>� ■ • � :� ■ ■ ■ ■ •• > UJ N ],;)_i. _],.],�,� ��>b ; �? : :,»a,] . ,],b>a,� : 1111 • : : 1 : cn LOWER LEVEL Si V ■ > > > ■ II I II i : bassett! architects i 721 NW 9TH Ave, Suite 350 l ' Portland, Oregon 97209 / Y - I I I _ T- III9500 0 9519 .... .i 1 —rrrTi' I-�-rrn=13:= ..sem // {� \ \ \ \ I\ !` 1 J4 - - - - - - ■•■� \ \ \ ' \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ T (206) 340 F (206) MEE /::/ \\*, / / 1 / { / i / / / / i / ' / / ir / / / / / ✓ / / / / / / / / / CIVIL ENGINEER & LANDSCAPE ::: / / / ' / / / / / , / / / / / / / ° / I / / / / / / / / / / ( ) Cardna 10 51 00 LOCKERS OFCI AveSuite 2Q , NI-Tires rr•rre 71=1hrrry ■ usJ....i i ••� \ i `/ / V / / , b/ / / ,/ 6720 SW Macadam Qu m ■r■r � rsru�i i LI e r■• rrrr■1 r■■rr1 rr■w ■ u� i, ' T \ Portland, OR 97219 �'-`...__d.�.��� —1 1 I T(503)419-2500 \__ I 09 65 00-RESILIENT BASE G CG-2 E 09 65 00-RESILIENT BASE STRUCTURAL ENGINEER 10 51 00 BENCH Catena Engineers WOO7H TEAM LOCKERS - NORTH WOO7H TEAM LOCKERS - 1C1/4" = 1' -0" EAST �� WOO7H TEAM LOCKERS - SOUTH 1 D WOO7H TEAM LOCKERS - WEST 1500 NEIrving St., Suite 412 Portland, OR 97232 1 A _.____2114° = 1'-0" ' 1 B 1/4" = 1'-0" 1/4" = 1'-0" T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design ` I 3700 SE Lafayette Ct. MEM \ �. _ i T(503)-236-8566 02 / / / / /'' / / / / ' / / / / / / / ' / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / I / / / / / / / / / / / / / / / \ \ : \ \ \ \ \ \ \ \ \ \ ,, \ ACOUSTIC &AV CONSULTANT '( LK Ci( C, G L C< , DK • C � L LK Q( C. C ❑ ■ )' • � ■ ■ `� , Group The Greenbusch \ \ \ ' \ \ - \ \ \ \ \ \ \ \ \ \ j \ \ \ \ \ ;i \ I \ , / / sl / / / / / I / ; / / / / / / / / / : / 1900 W. Nickerson St., Suite 201 \ .' \ \ \ ,' \ \ I \ \ \ ;, ,i / / / / / / / / / / - / / / / / / , / Seattle,WA \� I / / �/ / _ T 206-378-0569 119 1 I 1 T 1._ // itI M - L COST CONSULTANT E \ . • Construction Focus 09 65 00-RESILIENT BASE 10 51 00-LOCKERS(OFCI) 740 Almaden St. Eugene, OR 97402 T 541-686-2031 W007J TEAM LOCKERS - NORTH W007J TEAM LOCKERS - EAST WOO-7J TEAM LOCKERS - SOUTH r}ry W007J TEAM LOCKERS - WEST 2A 114" = 1'-0" 2 B 1/4" = 1'-0" 2C 1/4" = 1'-0" 1/4" = 1'-0" fi F C( LORNE!IfcCOi1AC i A• , t SEA E,WA 14 45 0 /2 18 / # \ REVISIONS DATE N 2 1 ... . be. .410 lir4 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERN IZATIOI� 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area INTERIOR a. I— ELEVATIONS � LOWER LEVEL S1 I— DO C C ct W A7 . 05 0 bassett! architects I REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND I 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 \ / \ / \ / \ / ' CIVIL ENGINEER & LANDSCAPE \ / 4'-0" 8 ;' \ \ / ie y • Cardno \\ // TYPICAL A9.52 / • 6720 SW Macadam Ave Suite 200, II OPEN TO BEYOND / Portland, OR 97219 / \ _ ` T(503)-419-2500 I / \ ' / \ �� STRUCTURAL ENGINEER / \ �� Catena Engineers / / \-%1 �_� A� • Portland,1500 NE Irving OR 9232 Suite 412 CG-3 CG-3 . . . T(503)-467-4980 06 42 00-HARDWOOD TRIM •06 42 00 MDF-1 10 44 00 FEC 1 MECHANICAL ELECTRICAL & CG-3 CG-3 CG-3 CG-3 CG-3 CG-3 PLUMBING ENGINEER 09 65 00-RESILIENT BASE Glumac 900 SW Fifth Ave.. Suite 1600 S000A CORR – EASTSOODA CORR – SOUTH Portland, OR 97204 '° .)/ �('' T(503)-227-5280 1 B 1/4" = 1'-0" `� 1/4" = 1'-a FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. I Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group \\ 1900 W. Nickerson St., Suite 201 • Seattle, WA 98119 \ T 206-378-0569 \ COST CONSULTANT Construction Focus 740 Almaden St. / i Eugene, OR 97402 r i r!./ , —_ T 541-686-2031 1 6 S O O OA CORR WEST _ C'? LARNE MsCONAC7-1 1/4" = 1'-0" .ensr 5691 A 1 SEA E,WA 1 �o A*16 /• / / v �( ( IyE( IXE.---7.( ■ a, ■ C< ■.vC ❑v vCX C4G; GC( U ■vCvC�, ❑=, ■ ■ v ■ ■( ■ G ■ ( u DAG . r -_ \ n \\ 7 // \\` \ \ 1 \ ' \ \ .h : \ • \ \ \ 'l \ \ \ \ 1 \ \ \ \ \ \ I \ \ \ \ \ • \ . \ \ \ \ i \ \ . \ \ I -• ,/ \\ I . / \ , D\ C\ ■ •■' '\ ■ f D G< ■\ ■: ■ < r( D\ D( \ G/ L( r1( L ' C;\ GCMG ( \ 4\ �\ C( DK • • \ C( ' L (. II( E* ( ■( ■.' / . \ \ , \ \ \ \ \ \ \ \ \ \ \ \ i. \ \ , \ \ 1 \ \ \ \ \ \ \ \ \ \ \ II \ . \ , . f / . . - ... ..._ _...-- ..-------- - \ \ -\ - --- ----- ------ ` \ \ --• v \ �1 -- _ \ , `\ ,' 104400-FEC 1 S000B CORR – NORTHSOOOB CORR – EAST �2A 114" = 1'-0" 1/4" = 1'-0" 06 42 00-HARDWOOD TRIM / \ / N / \ / N / N / - % _ \ / N / & e , / / / / / / / / • / / / / : / / / / / \ / ': / / / / ! / / / , / / / Typ / •\ \ \ / ,' 1-1 -. \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ . \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ OPEN TO BEYOND OPEN TO BEYOND \ \ \i--) \ )—/- .'—)H \i \_._. `SII \. _ -— / \ // \ N \ / r x' 1 r r / / /; / / / /� / / l r� , / > /. r / / / n / /; / \ / / \ / N \\ / / ' / ' / / / / . / / / / / / / / / / / / / 1 / / / / ;I / / /' / / / 1 / / / / / / / / / / / / / / ' / / Alk . // // \ / \ \\ ( d( EC( CwC Cr( ( C( C( Q\ ■ • ■ ❑'( ■ E( CK EX ( C1 ■ ■ ( ❑'( ❑� C ■ ■ ■ C �\ �1 �\ ❑� C A9.52 \\ /' / / N \ \ \ \\ \ \ \ V \ \ \ \ \ \ \ \ : \ \ ' \ \ \ \ \ \ I \ \ \ \ ', \ \ \ ' \ \ ,: \ \ \ \ \ \ \ : \ \ \ \ \ I / \ // \ N # REVISIONS DATE A CG-3 CG-3 CG-3 CG-3 CG-3 CG-3 CG-3 CG-3 A 10 51 00-LOCKERS(OFCI) CG-3 06 42 00-MDF-1 CG-3 CG-3CG-3 N SOOOB CORR – SOUTH 096500-RESILIENT BASE S000B CORR – WEST 0 „ — 2 D) 114" = 1'-0" N2 N1 CO 114r = 11-0" J S1 El E2 06 42 00-HARDWOOD TRIM \ / i /---- \ / 4111 / . - \ / \ i \ / \ / 18 \ \ / 4'-0" \ // / \\ // TIGARD TUALATIN SCHOOL DISTRICT A9.52 \ / \ / TYPICAL OPEN TO BEYOND i OPEN TO BEYOND / \ _ / - / v TIGARD HIGH 1 A9.52 / \ • • / \• • SCHcXJL / \ \ / \ .'/ MODERNIZATIOIs CG-3 CG-3 L 09 65 00- RESILIENT BASE CG-3 CG-3 CG-3 06 42 00-MDF-1 1�3Q WOOOC CORR – NORTH WOOOC CORR – EAST 9000 SW DURHAM RD. TIGARD, OR. 97224 1/4" = 1 1-0" 1/4" = 1'-0F, JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area L. /"\ / \ / \ / \ f. / \ / \ . f ' . / \ / \ \\ . ,. . / \ \ • / \ / \ / / \ \ / \ /• i \ / \ / . . i % \ / \ / \ / \ / \ / \ / I \ / \ / -,, bass ttl ',A9.52; \ / ei OPEN TO BEYOND /> �` OPEN TO BEYOND REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND ; architects / \ I / \ / \ / \ 1 / \ // . // \\ // \ \ / \ / \ 721 NW 9TH Ave Suite 350 / \r— - .. Portland, Oregon 97209 CG-3 CG-3 CG-3 T (206) 340 9500 F (206) 340 9519 I - 09 65 00-RESILIENT BASE 06 42 00-HARDWOOD TRIM 06 42 00-MDF-1 WOOOC CORR - PARTIAL EAST W000C CORR - PARTIAL WEST CIVIL ENGINEER & LANDSCAPE = 1-0" 1/4" _ Cardno (1I 114 = 1 -a 6720 SW Macadam Ave Suite 200, 11 31 00-UNDERCOUNTER REFRIGERATOR(OF01) 09 72 20-REINFORCED POLYURETHANE WALL COVERING 06 20 00-COUNTERTOP Portland, OR 97219 10 28 00-PAPER TOWEL DISPENSER(OECD 32 32 48 14 48 14 WITH 2"HT BACKSPLASH T(503)-419-2500 302302 . _ STRUCTURAL ENGINEER - -r- - - • - - Catena Engineers 10 14 73 WALL a �� 1500 NE Irving St., Suite 412 1fk o z I `! GRAPHICS Portland, OR 97232 ALIGN A9.52 a -- • ALIGN - -� I ALIGN T(503)-467-4980 II A- 1 1 / - -/ 4 A9.81- .- _ MECHANICAL ELECTRICAL & _ - _ AM _ : - PLUMBING ENGINEER - �7- e -_ _ — __ ,.. _ Glumac ICE - _ _ _ - I 90rtSW,Fifth OR 97204 Suite 1600 MACHINE F1� _ - - � - - - - - PTD y - Y- \l Iw! T(503)-227-5280 Z • -0 !] _ _ -_ _ _ _ - - - - — — — / UC -� I , 4fT , '-1` --L FOOD SERVICE CONSULTANT - - -- - _ _ - - _ — - - _ _� 1,, e___..., �1 REF Webb Foodservice Design .. . _ - - -- - - - - •�� v V _ _ _ — � 3700 SE LafayetteCt.0 G v _ , � SI it 'I �, . _� _ -°' / i "i -°' .--- I I I 1 Portland, OR 97202 LDIV 22 SINK T(503)-236-8566 09 65 00-RESILIENT BASE ` 11 31 00-ICE MAKER(0F01) 1 -.. 09 72 20-FRWC 402 402 10 28 00-SOAP DISPENSER 101 101 102 102 48 24 48 24 2'3 12423 24 23 32 23 32 23 20 23 11 79 00 HYDROTHERAPY TUBS 86 86 (OFCI) 32 5 32 5 32.5 32.5 32.5 32.5 ACOUSTIC &AV CONSULTANT 09 65 00-RESILIENT BASE TRAINING - NORTH TRAINING - EAST TRAINING - SOUTH TRAINING - WEST TheGreenbuschGroup (..* � 19Q0 W. Nickerson St., Suite 201 - , , 114" 1'- " 114'" = -0" 2' � " _ " Seattle,WA T 206380569119 1/4" - 1 -D = D �_� - 114 - 1 -D EQ EQ COST CONSULTANT EQ EQ -- 1011 46-TACKABLE WALL SURFACE EQ EQ n� ,/ el fi 01 11 00 LCD(0F01) 740 Almaden St, Construction Focus ❑ I. I - -- / . 13 TYI' Eugene, OR 97402 l T 541-686-2031 �9.5� 1011 00 TACKBOARDS P-6 ,� :----==========_=====_=_====_-_=_- bassetti architects 721 NW 9TH Ave, Suite 350 REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 1 /\ I /\ Portland, OR 97204 _ \ /' T(503)-227-52W _ / ' _—` _ 4 / \ / \ ii / \ FOOD SERVICE CONSULTANT _ _ _— • \\ '=` \ s a6 i o o Webb Foodservice Design \ _ j — -- — ( — 3700 SE Lafayette Ct. / — �.. = II Portland, OR 97202 \N. ` ' . IT _ _ \ / \ \ T(503)-236-8566 / \/ \/ \� �\ \/ ACOUSTIC &AV CONSULTANT \ 1 The Greenbusch Group CG-2 36.24 36.24 36 401 401 1900 W. Nickerson St.. Suite 201 09 6500 RESILIENT BASE 24 36 24 3640124 3640124 4Q1 401 Seattle,WA 98119 84 84 84 84 84 84 4 36 24 T 206-378-0569 84 84 -_ SOO5A CLEAN MAKER SPACE — NORTH SOO5A CLEAN MAKER SPACE — EAST 5005A CLEAN MAKER SPACE — SOUTH COST CONSULTANT 114 - 1a 114" = 1'4" 740 Almaden i Construction FOCUS t. Eugene, OR 97402 T 541-686-2031 <SEI` C9 LORYE McCONAC .� eon 91 .41 SEA E,WA k. • O /2 18 A9.52 5 (k9.8') — —; DEWC \ ! I , ! 1/ o - [V 06 2000-COUNTERTOP 1011 46-DRY ERASE WALL COVERING SOO5A CLEAN MAKER SPACE — WEST 1 D 114" = 1-0" / # \ REVISIONS DATE N N2 N1 S1 E1 ' E2 S20iii TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19,2018 Jurisdiction Stamp Area INTERIOR I— ELEVATIONS — LLI co cid LOWER LEVELco S2 Q F— co T O C N C UJ A7 . 08 a. . b it s , . _, , . . REFER TO SHEET A7 01A FOR INTERIOR FINISH LEGEND rise ' A9.81 • architects iLeicts • 5 - , A9.52 ` [I 721 NW 9TH Ave, Suite 350 II /q I FRWC - - 3Qo Portland, Oregon 97209 II T (206) 340 9500 F (206) 340 9519 // \\ - E \\ _ // A \ A9.81 \ _- • ' `. \ r `\ ,' �� o _ - - CIVIL ENGINEER & LANDSCAPE l � \\ I I f o -_-- \\ , Cardno - - -4_ ; ` ' - 6720 SW Macadam Ave Suite 200, / i� / "' i I ----_ - Portland, OR 97219 - - C - _ _ _ - I T T(503)-419-2500 I I I I I i I I I / 400 400 400 09 65 00 RESILIENT BASE 100 100 100 100 400 400 100 100 100 100 100 100 100 09 72 20-FRWC L DIV 22-SINK, INSULATE EXPOSED PIPES STRUCTURAL ENGINEER 304 62 24 62 24 62 24 31.5 23 31.5 23 31.5 23 31.5 23 30 24 62 24 31.5 23 31.5 23 31.5 23 31.5 23 31.5 23 31.5 23 36 23 DIV 22-EMERGENCY EYE WASH Catena Engineers 84 84 84 84 32.5 32.5 32.5 32.5 84 84 32.5 32.5 32.5 32.5 32.5 32.5 32.5 1500 NE Irving St., Suite 412 CERAMICS - NORTH 06 20 00 COUNTERTOP CERAMICS - EAST Portland, OR 97232 2" HT BACKSPLASH T(503)-467-4980 1A1/4" 1B1/4" ,_ , = 1 -0 = 1 0 MECHANICAL ELECTRICAL & PLUMBING ENGINEER 06 20 00-COUNTERTOP 4"HT BACKSPLASH 06 20 00-COUNTERTOP 2"HT BACKSPLASH 01 11 00-LCD(OF01) Un'laC 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 17 FOOD SERVICE CONSULTANT 9.811 ALIGN ---1 © Webb Foodservice Design 3700 SE Lafayette Portland, OR 97202Ct A9.52 T(503)-236-8566 i- B 8 I 8 [I U ' N \ N t N U 11 / 9 8 _ 8 - • __ , I f , 1r II - fa- ---11-------- ACOUSTIC & AV CONSULTANT - - - 1 , , The Greenbusch Group \ 1 $____� ff T T-_-_ -W _:_11-_-_-_14_ - - - - - - - -il 70 1900 W. Nickerson St., Suite 201 \ - PTD SD PTD V N LCD Seattle,WA 98119 \ - - - i '` _ - -I -- -- w = _- - I I n I I /I-f \ i I -, = e T 206-378-0569 \\ /.o -- r - i. _ 1-r . . -m .----_->- \ I_\ I- I 1 �LP COST CONSULTANT -� V �/ I \ / R 740 Almaden)Construction Focus \\ . i / \ t. • it ." I / - 1 1 \ 'T"""'1'"'"' • \ 1 \--- Eugene, OR 97402 176 176 402 402 100 100 100 400 400 400 10 11 46 DRY ERASE WALL TE 541 686-2031 383 48 23 48 23 2023 363 363 32 24 32 24 38 23 48 23 38 23 62 24 62 24 62 24 COVERING 32.5 32.5 32.5 32.5 32.5 32.5 84 84 32.5 32.5 32.5 84 84 84 10 2800-SOAP DISPENSER(OFCI) `�� 10 28 00-PAPER TOWEL DISPENSER(OFCI) Cl, CERAMICS - SOUTHCERAMICS - WEST £RNEMONACH!F1/4" - 1'-0" 1;1 1/4„ _ 1'-0" ease 91 11713 fir----, 5'-0" 5'-0" • r e 10 11 46-TACKABLE WALL SURFACE ' 05 7313-DECORATIVE PERFORATED PANEL Ii, DIV 27-PROJECTOR �� � iSEA lE,WA I. 113 .1 / 4.1- 1 -(1. , © D I2 18 63 A�� P-6 P-6 ALIGN A9.52 1 P-6 - --------- ---- -- S- _-_- _ - _- __-= V\ . \ _=_____ - __ _ _ ___ \ LC LCD_ / /' ` 1� \ / ALIGN -J , _ _ / l f _ \ / // ) Co \ / / 01 11 00-LCD(OF01) \ ` 09 65 00-RESILIENT BASE -.� IT CLASSROOM - EAST IT CLASSROOM - SOUTH IT CLASSROOM - WEST IT CLASSROOM - NORTH (2 B;' 114" = 1'-0° 2C ) 1/4" = 1'-0" 2 DJ 1/4" = 1'-0" @ 114" = 11-0" -_ 01 11 00- LASER CUTTER / (OFOI) 01 11 00 SMALL CNC(OFOI)/ 01 11 00-SMALL CNC(OFO!) 01 11 00-SMALL CNC(OFOI) 01 11 00-LASER CUTTER ' / (OFOI) P-6 © P-6 P-6 A9.52 Abl A9.81 01 11 00 LASER CUTTER 1 \ \ / [ [1 /--- D1 11 00-SMALL CNC(OF01) \ �� k-:±:±:_ _ , ! ] 1 :___ 1 H 06 20 00 COUNTERTOP 3'-0" ' r---1 \ b s- \ r _ I .' ) _ A REVISIONS DATE C�[ TYP - / N V CV ___\.�- 09 65 00-RESILIENT BASE \ '''''') 09 65 00 RESILIENT BASE 06 20 00 COUNTERTOP 2"HT BACKSPLASH 7;1 ACLEANROOM - NORTH CLEANROOM - EAST �\ CLEANROOM - SOUTH CLEANROOM - WEST N2 N1 - 3C� 114" = 1'-0" 3D 114" = 1'-0" ,.._./r.-1) 114 - 1 -0 114 1 -0 EQUAL EQUAL S 1 El 10 11 46-TACKABLE WALL SURFACE , , , E2 P-6I El S2 13 '''\ ( 13 P-6 P-6P-6 \A9.52 (5.t.,.9.5_2; ____________„_„:„::::::: MB ' a J TIGARD HIGH , ±:±=±:,::=_:._.:_:_:_.:_:_„__:_:_: :_:„:::::_:_:_:_:_:_:_:_:_:_:::_:_:____,_:._:_:._:_::_,:i:::_:____:____=±:_:_:_:_:_:_:_:_:_:_:„±=±:±:±„,,,,,,,,,,,,,„ 0 .. . ________________________________ i S C H 00 L, _ _, , L______, , , _. ..1 ,. , /.' 1 / I _ - = MODERNIZATION 1. f \-- 09 65 00- RESILIENT BASE - 01 11 00-SMALL CNC(OFOI) 09 65 00- RESILIENT BASE 10 11 00-MARKERBOARDS L 10 11 46-TACKABLE WALL ENGINEERING - NORTH 06 20 00 COUNTERTOP 4"HT BACKSPLASH ENGINEERING - EAST SURFACE ENGINEERING- SOUTH 9000 5W DURHAM RD. 4 1/4" = 1'-0" (413. d(� TlGARD OR 97224 i 114" = 1'-0" `-T`-r' 114" = 1'-0" `_/ ; JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area r S /^\ I'I _ '�. INTERIOR I ' F- ELEVATIONS - N \ ---IIT-IE - w - - LOWER LEVEL S2 Q I EI II . II II {I II II Id \ / 12 00 00 SHELVING (FIO) 01 11 00-KILN(OFCI) 00 - C 09 65 00-RESILIENT BASE C - ENGINEERING - WEST A S002B STORAGE - NORTH (--- ., S002B STORAGE - EAST & S002B STORAGE - SOUTH S002B STORAGE -WEST A7 . 09 \`' D% 114" = 1' 0" W - ���� 114" = 1'-0" �5B 114" = 1'-0" C� 1/4" = 1' 0" ��D 1/4" = 1' 0" W 0_ bassett! REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND architects / 08 45 00-SANDWICH PANEL EXPOSED STRUCTURE TO BE PAINTED P-1 ROOF SYSTEM 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 r 1 i 1 I I CIVIL ENGINEER & LANDSCAPE I i -, �-1 I — Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 T STRUCTURAL ENGINEER D 1 3 3 i -I x 1 1 1 3 1 -3 Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR Ili ,�` 1 _—— .L. r_ _ — — _ _ T(503)-467-4980 97232 - 1 -:,-- n. 1 b --, i > > 7 3 7 ] :1 MECHANICAL ELECTRICAL & ! _ 1 _ L- PLUMBING ENGINEER U . . I i , Glumac - - <d . °I g 900 SW Fifth Ave., Suite 1600 _ 0 , Q ° ° Portland, OR 97204 . . q e 1; d T(503)-227-5280 ' ° -1, • 8 °, F FOOD SERVICE CONSULTANT . . = j Webb Foodservice Design — ® - J " ° a 8 ,. 3700 5E Lafayette Ct. I : � , A9.52 - -. . 1 / • • d a Portland, OR 97202 " T(503) 236-8566 ed v d al 1 / ., d • • e 111 \ I ° I I- ACOUSTIC & AV CONSULTANT 1 / a s ' 1 The Greenbusch Group / oil / . , , �� i 1900 W. Nickerson St., Suite 201 1 a a I II X 4 d , _ I �L I Seattle,WA 98119 ` TWS / 1 4 ,a T206-378-0569 / 1 - — - _ o o _ I a r / 1 - ., ' °. e a COST CONSULTANT / 1 e - - ° Construction Focus 1 I 740 Almaden 5t. r I - / —" Eugene, OR 97402 / T 541-686-2031 10 4400- FE 2 09 65 00- RESILIENT BASE ' EXPOSED COLUMNS TO BE PAINTED P-1. CG-2 CG-2 \,10 11 46-TACKABLE WALL 06 42 00-HARDWOOD TRIM 03 30 00-CAST-IN-PLACE CONCRETE SURFACE WHERE EXPOSED COLUMNS MEET GYP BD CEILING, SEE 4/A9.71 06 42 00-MDF-2 FOR DETAIL COMMONS - PARTIAL NORTH �(s� 44 1A 114" = 1'-0" C'7 LORNE?1icC0NAC I eASEA E,WA , 92'-9112" C:3,' a I2 18 09 7713-STRETCHED FABRIC WALL SYSTEM 191-2 1/2" T-11 112" L if . 1 , I ! 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[, 1 , 1 , 1 , 1 . 1 . 111 .. : . • c The Greenbusch Group A ,10 201-0" 4-0" `� co A5.63 T92006 0 W.378 N10 568 ckerson St., Suite 201 Seattle, WA 98119 N COST CONSULTANT - - N / Construction Focus • 13� N / N / 740 Almaden St _ _ _ Eugene, OR 97402 - - _. ,. _ A9.52, __________________________ _:3/4„______ _________________,‹________. __________________ '. ------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_____-_-_-_-_-_-_-_-_-_-_-_-_-_-_-------------_-_---------------------- ----------------------------------- __. ,_ _. ________,___:_i_i_„_,_,____:___,___,_:_i_i_i_H___________,_,_,____________________________________________________,___,.,______________________________________________________________. --------------------------------,-_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_-_-_-_______ __-__________ ______________________ , -- --_I T" , 1 \ N // !■�_ — I. J I ± — • ' I — --I— ----L 1 — T541-686-2031 4 _ ,• , \ / , - mini= -__ __l_d__ 1 _ : =_r_ , ... N , "r .. - _. ____- . . , .___ _ ___ , ._ „„„,,_„„,„,„,_,_:_=____,„„„„„„,_i_i_i_i_i_i_i_i_,_,_,_,.„_,_:_i_:_,_:_:_:_,_:_,..„:„=„_,_:_,___„_:_:_=_=_=_=_:::_:=,__:_:_:_=_=_:,: _,_ , N „,- . _ _ _ ~ — - . . ________________________ __ ?_-____`-=__==______ -- =_ =___-____=__-_____- =--_ - _=--_= - = I - -_ , ♦ OPEN TO BEYOND �� ! �— - - — I I — - , �—- 1 —IY I I J I ! _ — —� SEA E,WA —1 — —A 1 I.,— a� 1 N- -is, CG-2 10 11 46-TACKABLE WALL SURFACE \_-- Ar2 1 S09 65 00_ RESILIENT BASE 08 33 13 COILING COUNTER DOOR 08 33 13 COILING COUNTER DOOR 1 _COMMONS - WEST 1A 114" = 1'-0" -- - --- - -- - __ u u u li \ , � III Il — � � �, -. _ - - I ... II �� � u u u u u I_J `— �--' u u u u u u Il 11 Il / , i \ / / OPEN TO BEYOND v. -- OPEN TO BEYOND i _- C 1 - 1 , - _ - Fr‹,,..Jo i ` i , - i t '•%, -<> <> € H i ..,,--1" r 1 ---' I 1 # REVISIONS DATE , I I \ 1, -_ fl ''' r - _ - - -- If - - - - — - - - - - - - - - — - --, ; ___P-P. N -_ II r(,' 1 ------ \ , i Illr--- \ N2 OPEN TO BEYOND ' ' - S1 E1 E2 \ ,' �, I OPEN TO BEYOND i E i / N i � I - 03 30 00 CAST-1N-PLACE CONCRETE TIGARD TUALATIN SCHOOL DISTRICT 06 20 00-SOLID HARDWOOD \----- - 03 30 00-CAST-IN-PLACE CONCRETE TIGARD i-u 1 G H COMMONS ALCOVE/COMMONS STAIRS - EAST COMMONS ALCOVE/COMMONS STAIRS - WEST SCHOOL B F - - 2 D i, -_ - -- - - 114,I _- 1 -0II 114 l'-13" MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area 1 Ti I 104400-FEC 1 \\ / 1-13'\ ._ IT--- it 11 / \ / ALIGN A9.52 / OPEN TO BEYOND \ _ __________ ________ _-_______=_ ====_____= ---=___________==__=_=_-___-_____ ==______===_-=__= OPEN TO BEYOND �' = =-= ----- -==== ----- =-===_ _======-_-====_-=-___-=__=__=_--=____-_=====_==�=_-- \ . --------------_---------------------- ==J------_ - -- -- ---- -_----_-----_---_---_-----------_-- I / \ / \ • ===-__ _ _ ____ _ _ _____ = -_ __-=_== _=====_===___===______=___=__-______==____=_ _______== OPEN TO BEYOND ____ ____=-_ = _ _ __ INTERIOR o_ / - a - < / ______ _______r=r =r___r=rrr = r=r__r___________ _rr__=rrrr____r - ----_____----_--_-__ ELEVATIONS - cn MAIN LEVEL N1 co 03 30 00-CAST-IN-PLACE CONCRETE CG-2 \ p 1 10114 6-TACKABLE WALL SURFACE \co-i7 06 42 00 HARDWOOD TRIM �_ 09 65 00 RESILIENT BASE 06 42 00-MDF-2 Q COMMONS ALCOVE - SOUTH COMMONS - PARTIAL WEST 2 _ 3D , A7 . 11B �� 114„ _ 1, �„ __ - - 114" = 1'-0" - - - W (1- 0_ 0_ 09 65 00-RESILIENT BASE 06 42 00-HARDWOOD TRIM / 06 42 00-MDF-2 10141RDIMENSIONAL 06 20 00 SALVAGED WOOD REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND CG-1 LETTER SIGNAGE 1 CEILING SLATS I I / - AWE baSSetti jl ;architects - _ - — 721 NW 9TH Ave, Suite 350 —7 -.. - Portland, Oregon 97209 _ / - / - E T (206) 340 9500 F (206) 340 9519 • / _ - CIVIL ENGINEER & LANDSCAPE t. Cardno ' > 6720 SW Macadam Ave Suite 200, 111F \ - I 22 ` Portland, OR 97219 eida.8 mm.m. A9.52 T(503)-419-2500 STRUCTURAL ENGINEER \ // Catena Engineers D ST NGU EJ /�\ _UM(�1 .\ f/ 1500 NE Irving St., Suite 412 G�1 v 1J1v11J Il\J \ , Portland, OR 97232 I 23 N / T(503)-467-4980 1 A1 li _p_ _ _ A9.52 \ / MECHANICAL ELECTRICAL & , , , , \ / PLUMBING ENGINEER Glumac / . / . j . \ / / \\ /, ` I "\ _ ;_ 24 OPEN TO BEYOND 900 SW Fifth Ave., Suite 1600 • A9.52 / • • • `T - / \ Portland, OR 97204 3 3 . -. // \ \ T(503)-227-5280 / �. / , ,. /� _. - / \ / / 1 / / T / \ i / \ FOOD SERVICE CONSULTANT / / I _ / N Webb Foodservice Design / r I \ - / 3700 SE Lafayette Ct. - Portland, OR 97202 CG-2 IT(503)-236-8566 I 22'-6" 09 65 OD RESILIENT BASE N101 LOBBY - NORTH N101 LOBBY - SOUTH ACOUSTIC & AV CONSULTANT 1 A 14" = 1'-O" 1 C 1/4" = 1'-0" The r 900 W. Neeb on St., Sutote 201 Seattle, WA 98119 06 42 00-MDF-2 T 206-378-0569 06420-MDF-1 06 42 00 HARDWOOD TRIM / 09 65 00-RESILIENT BASE COST CONSULTANT .r , , . P , / ' Construction Focus 740 Almaden St. 05 5213-PIPE AND TUBE Eugene, OR 97402 T 541-686-2031 RAILING r \ / \ / `t 1 ` 06 42 00-HARDWOOD TRIM \ / 9t LORNE!ItcCONAC - A9.52 \ / flim a A9.5� r Z /- 06 42 00-MDF-2 , <>/ OPEN TO BEYOND • / \ SEA E,WA i _.„.„-----",i,.. - / \ l 1 . t `i'C' / / N - , :1,';11"1 01 • :/2i18 / ALIGN --- r �-� I �L ALIGN . 06 42 00-HARDWOOD TRIM r� k ! 0�' - ,// BENCH MDF-1 1� 1� ALIGN I 4 ALIGN-jJv/ O-HARDWOOD TRIM-MDF-2 I I 03 30 00-CAST-IN-PLACE 1 CONCRETE \i, -. , �— I i L , , . EQ EQ fj( 03 30 00-CAST-IN-PLACE/ 05 52 13-PIPE AND TUBE CONCRETE RAILING A ST01 -1 STAIR 01 - NORTH N101 ENTRY AND ST01 -1 STAIR - EAST ST 01 -1 STAIR 01 - WEST 2D114„ _- 1 01, ) 114” = 1'-0" 114" = 11-0" I 3'-6" ie 3'-6" 3,-6„ I 3'-6' / ,___, i'11 \ / t r� ( U - „ \ / # REVISIONS DATE i \ I , , . \ / / \ / 1 / / • \ 10 14 77 WALL GRAPHIC -. \ / / / / 10 14 77 WALL GRAPHIC • / / • \ • \ ii OPEN TOAitr_________ N L__J ' 1 ,• N f BEYOND . // / 1 li / \ i N X14 •\ ,/ _ I ����I�T�C f�i A9.82 ..p 1 .. III19 ' ATTENDANCE E I / \ ' L.-- ' 1 . ,E 09 RESILIENT BASE - - - - - - - - + — + - - - + � E2 09 65 OD_RESILIENT BASE A100 RECEPTION I A100A WAITING - NORTH A100A WAITING - EAST A100 RECEPTION / A100A WAITING - SOUTH A100 RECEPTION - WEST S2 , 3A „ - _ ---- - -- 3B = 11-0" �� 114 - 1 0 114" 114" = — 114„ - 9'-0" 1 0921 16-GWB TIGARD TUALATIN SCHOOL DISTRICT / . . . . \ TIGARD HIGH \ .,„ .. , , \\„ , ,„ , „ 7 SCHOOL , / , , / \. / , , / BEYOND , ,, . , , OPEN TO MODERNIZATION , ; . , , , , \ / , \ . , / . / \ / / \ 900 SW DURHAM RD. TIGARD, OR. 97224 09 65 00-RESILIENT BASE JOB NO: 16992.00 A112 OFFICE ASSISTANT - NORTH Hi- ,4.1A112 OFFICE ASSISTANT - EAST ISSUE DATE: June 19, 2018 4A = _ , 10 D R SHELF WITH MOP Jurisdiction Stamp Area 1/4" 1 -01/4" - 1 -0 AND BROOM HOLDERS AND HOOKS \ / \ / \ / \ / . / \ / � v \ 1d INTERIOR OPEN TO a \`� A9.52 1= • 09 72 20-REINFORCED `�/ \i I /YO\ ,� FRWC POLYURETHANE WALL -- - I— ELEVATIONS - // /' \. / \ // COVERING FRWC _ w co MAIN LEVEL N1 / \ o �� DIV 22-MOP SINK cd — / , / \ i I co / \ .. / - - - I —j O 10 44 00 FEC 1 G N r: ib-- n A112 OFFICE ASSISTANT - SOUTH co A112 OFFICE ASSISTANT - WEST CUSTODIAL NORTH CUSTODIAL WEST wA7 . 12 .__._l114" = 1'-0" 114" = 1'-0" 5A� 114" = 1'-0" B7 114" = 11-0" r REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND b aSS� EQ EQ 30 30 30 30 24 30 30 architects '30014 36 30014 36300 14 3630014 36300 14 36 30414 36 3Q014 / 5'-0112" / DIV 27 PROJECTOR g_p `l 1'_g° DIV 26-LIGHT FIXTURE 721 NW 9TH Ave, Suite 350 CiN\ I I13� Portland, Oregon 97209.5� Ag 5� T (206} 340 9500 F X206} 340 9519 _______ =_ EQ EQ EQ EQ •t_____ _____ ___=-=___ _________ ______ ____ -__ _- =_= =_ == = =- = CIVIL ENGINEER & LANDSCAPE --- PTD ___ Cardno SD -_____=-___- = _________________________________ , 16x4 . -__ _________ ______=_-__,___===_======___==____=-=_ ===_=-__-__=--_-__-_=_===_--__-_ _= -: 6720 SW Macadam Ave Suite 200, fWS �. MB -=====-=-====----=--==-===--=- ____-_- _-___-__-_ -___ _ = =_ __ � Portland OR 97219 -.......- /, , r 1 /f i` f 1` , ��� C i T(503)-419-2500 \� � � � � - ^ = = SOP_ •�� _ _ _ _ o STRUCTURAL ENGINEER I M , KNE; i ` \ .' i i SPA i ��. _ Catena Engineers r 1500 NE Irving 5t., Suite 412 --- 09 65 00-RESILIENT BASE 10 11 46-TACKABLE WALL SURFACE --- 09 65 00-RESILIENT BASE 12 00 00-BUTCHER PAPER RACK(OF01) Portland, OR 97232 102 102 102 102 102 T(r5 477980 1011 00-MARKERBOARDS 361023 36 23 36 23 36 23 36,23 36 23 36 23 32.5 32.5 32.5 32.5 32.5 MECHANICAL ELECTRICAL &.5 3 .5 PLUMBING ENGINEER 10 28 OD-SOAP DISPENSER(OFCI) El 14 BUSINESS CLASSROOM - NORTH E114 BUSINESS CLASSROOM - EAST 102800-PAPER TOWEL DISPENSER(OF E114 BUSINESS CLASSROOM - SOUTH E114 BUSINESS CLASSROOM - WEST Glumac " - , " 1A 114 - 1 -a 114 - 1 -0 114 - 1 -0 1D_y 114 - 1 -0 - - 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 30 30 30 30 24 30 30 T(503)-227-5280 344 344 344 344 36 14 344 344 30 30 30 30 24 30 30 300 300 300 300 300 300 300 3 30014 3 30014 3630014 36314 3630014 30014 34314 FOOD SERVICE CONSULTANT Webb Foodservice Design I J 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-$566 ALIGN , -1 .- - ACOUSTIC &AV CONSULTANT = = =-===-===-----_=== : �' �' �, [ The Greenbusch Group b,-::-:-.7.-=-7.-:-_-:-:-:-:-:-:-: 01 11 1900 W Nickerson St., Suite 201 TWS =_= = v =_ _==_____: ,' I E I 1 �I I. . _ Seattle,WA 98119 LI I PTD SD - PTD SDnT 206-378-0569 • Ems. I I \ T �1 �� �T �� I �. i` 1f � n 1 COST CONSULTANT __• °` � ` _ 1-1 Construction Focus `. _- x s _ n - - � KONEE � _ _ � � � � ,� = \ 0 N' - � - - � o - KNE 740 Almaden St. . _ i i i i SPACE x\ i i i i SPAIEN Eugene, OR 97402 09 65 00 RESILIENT BASE • 10 28 00 SOAP DISPENSER �\ T 541-686-2031 � 102 102 102 102 102 (OFCI) V 102 102 102 102 10210234®23 34 23 34 23 34 23 363 34 23 34 23 102$QO PAPER TOWEL 09 65 OQ RESILIENT BASE32 23 36 23 36 23 36 23 36®23 36 23 34 23 06 20 00-COUNTERTOP 32.5 32.5 32.5 32.5 32.5 32.5 32.5 DISPENSER (OFCI) 06 20 00-COUNTERTOP 32.5 32.5 32.5 32.5 32.5 32.5 32.5OAD A p 102800-SOAP DISPENSER (OFCI) ,�j, E113 BUSINESS CLASSROOM - NORTH E113 BUSINESS CLASSROOM - EAST E113 BUSINESS CLASSROOM - WEST p E115 BUSINESS CLASSROOM - EAST 102800-PAPER TOWEL LflRN•Ee[ On9C Tl A 114" = 1'-0" i`2 114" = 1'-0" D) 1/4" = 1'-0" B 1/4" = 1'-0" DISPENSER(OFCI) P-8,WRAP SEA E,WA RETURNS Q P , 0 /2 18 1 I P-8 _ - . .1 P-8 = lira 1 N. \ 3 064200-MDF-2 = __ "LL ii •9.$1 - A5.67 3 . , • . __I . , ___ , _ __ i _.... ,_ "77.7.' -..7 iI111■'u-- ■i I \ • i i �_ t F i ^�, iLi L 09 65 00 RESILIENT BASE CGI-1 CG 1 CG-1 \_1 08 3313 COILING COUNTER 06 42 00 HARDWOOD TRIM DOOR \--- 08 33 13-COILING COUNTER DOOR D6 42 00 MDF-2 06 42 00-MDF-2 -� E100A CORRIDOR - NORTH E100A CORRIDOR -EAST �, E100A CORRIDOR - SOUTH 096500-RESILIENT SASE E100A CORRIDOR - WEST 4A 114„ = 11-0" z).13)- B 1/4" = 1'-0" 4 C 114" = 1'-0" 4D 1/4" = 1'-0" 10 28 00-SOAP DISPENSER(OFCI) 30 11 31 00 MICROWAVE (OFO!) 10 28 00 PAPER TOWEL DISPENSER(OFCI) 3632614 08 33 13-COILING COUNTER DOOR/ 3'-2" 2006 25 30 SLATWALL SYSTEM A9.81 / I � \ i I I I ! /\ � ,... /' _-�® A9.81 - -- - - - _ - - _ - - - , ' , , _ . .. 1 PTD ,:3_ --= UIICR0�2 PTD SD ='--.- -- REF I - - _ , \, -,_ _ r . H , . , \ - Y_ I o y Y 1�I 11 _n_ I !, _ oa 1 - - - - - - - -1. l - - - - - - - - I 1 A989 - - - - - � - -� ,f . 'ft -� /(T 'fT I o OPEN _ •OP .N UC - _ - �, �;, KNEE DW i- - - - - -- - r.--- - KN li - - - REF r - _ - - _ _ = = - // • -` �` _ - - _°` - / 'r \ f . -� 1 -� _ �� -� REVISIONS DATE V SPACE� k z sr,...E N i 171 taill...ij _. V , N.e" , N/ . N.Y N. 200 200 200 200 3623 48 23 48 23 155 48 23 48 23 L 09 65 00-RESILIENT BASE 402 402 102 102 102 102 L N 32.5 32.5 32.5 3�3 36 23 32.5 32.5 REFRIGERATOR(0F01) 48 24 48 24 2.223 136 23 3 23 3063 37 23 36 23 263 01 11 00-COFFEE MACHINE(0E01) 11 31 00-DISHWASHER(OF01) 32.5 32.5 84 84 32.5 32.5 32.5 32.5 32.5 32.5 32.5 11 31 00-TOASTER OVEN (OF01) 11 31 00- UNDERCOUNTER REFRIGERATOR(OF01) 06 20 00-COUNTERTOP 2" HT BACKSPLASH . r E- 113A STUDENT STORE - NORTHE113A STUDENT STORE - EAST El 13A STUDENT STORE - SOUTH El 13A STUDENT STORE - WEST A 1/4" = 1'-0" 5B 5C1/4" _ ,_ D1/4" _ 1/4" = 1'-0" �� - 1 0„ = 1-0" S1 E2 S2 1 7 4'-0" © , TIGARD TUALATIN SCHOOL DISTRICT , , " A9.52 TIGARD HIGH SCHOOL \ , , , , \ • , , '3 , , v F- A9.52 \ .,? I MODERNIZATIOI\ -I N4,_ '\- 09 65 00-RESILIENT BASE \ 06 42 00-HARDWOOD TRIM 06 42 00-MDF-2 CG-1 9000 SW DURHAM RD. TIGARD, OR. 97224 E100B CORRIDOR - NORTH E100B CORRIDOR -SOUTH E100B CORRIDOR - WEST JOB N0: 16992.00 114" = 1'-0" 114" = 1'-0" 1I4" = 1'-0" 24 18 24 ISSUE DATE: June 19. 2018 30 302 302 302 14 36 4 30 14 28 -PAPER TOWELArea Jurisdiction Stamp 3'_2" DISPENSER(OFCI) DI 1 , 10 28 00-SOAP DISPENSER (OFCI) / . REF <_ = = z - I __ - - � 7LIT lig SD r . i _ INTERIOR \OPEN' > iD 1- ELEVATIONS - NI /SPACESNIK \ 1 co ifi co MAIN LEVEL El 30®23 363 3063 09 65 00 RESILIENT BASE N 32.5 32.5 32.5 11 31 00-MICROWAVE(OFOI) co 11 31 00-REFRIGERATOR(OFOI) C r E118 TEACHER'S LOUGNE (E) - EAST c r 7B 1/4" = 1,-n„ - A7 . 13 W CL bassetil • architects — 092116-GWB / 721 NW 9TH Ave, Suite 350 REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 , , CIVIL ENGINEER & LANDSCAPE . Cardno / / . / . / . / \ / . 6720 SW Macadam Ave Suite 200, 1 / \ / T(503)-419-2500 T Portland, OR 97219 / . , / . STRUCTURAL E • Catena Engineers .. , I / y. ,' 1500 NE Irving St., Suite 412 Portland, OR 97232 1DIV 21 -FIRE ALARM CONTROL PANEL — 10 14 23-INTERIOR PANEL 10 14 23-INTERIOR PANEL T(503)-467-4980 SIGNAGE SIGNAGE 09 65 00- RESILIENT BASE MECHANICAL ELECTRICAL & PLUMBING ENGINEER NINA ENTRY VEST — NORTH ^-� N 100A ENTRY VEST — EAST N 100A ENTRY VEST — SOUTHN 100A ENTRY VEST — WEST Giumac 1 A 1/4" _ '� Eis _ " " _ " " = 900 SW Fifth Ave., Suite 1600 1 -0 114 - 1 -a 114 — 1 -0 1 D 114 - 1 -a Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 T 206-378-0569 I COST CONSULTANT -- Construction Focus 740 Almaden St 3 - Eugene, OR 97402 /-. ,- . A9.52 ,-. � T 541-686-2031 / / / . / \ . , / . / ir 7 1 / 1 111))1.111))))))))4 steCONAC t \ / \ :).")))1A11))11)))• • east 91 / A9.52 , / j SQA E,WA a CG-1 N1044 00-FE 2 EXISTING allI`�, .) 09 65 00-RESILIENT BASE --.ter, 06 42 00-MDF-2 0 E100 CORR — NORTH E100 CORR — EAST — 064200-HARDWOOD TRIM /2 18 o 2A 114" = 1'-0" �� 1/4" = 1'_0" I a ___ 1 / '* REVISIONS DATE 1 N ' N . S1 El E22 I 1 El 00 CORR — WEST TIGARD TUALATIN SCHOOL DISTRICT 114" = 1'-0" TIGARD HIGH SCHOOL MODERNIZATIOF' : i.i. .. . . 9000 SW DURHAM RD. TIGARD, OR. 97224 Sl3 -u JOB NO: 16992.00 ,- - - - •� ISSUE DATE: June 19. 2018 . / - . / / .\ / \ SI/ . / \ / Jurisdiction Stamp Area • / / . / . / . / . / . , . / . / . / . / . . E ) ) C `} / . . , ♦ , . / . / • . , . / . / . / . / . / . / ,. , . / . / . / . / . / . / . , ,. , . / . / -. . , . , i .. I _ \ 09 65 00-RESILIENT BASE W100 ENTRY — NORTH W100 ENTRY — EAST W100 ENTRY — SOUTH �` W100 ENTRY — WEST INTERIOR k = , „ 3B _ 1 � 114" = 1' 0" - 3DB 1/4" = 1'-0" I— �; 114 1 0 114 0w ELEVATIONS — U) MAIN LEVEL S1 o I— M W 2 w i__ A7 . 14 0_ REFER TO SHEET A7 01A FOR INTERIOR FINISH LEGEND ett architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 . I . I CIVIL ENGINEER & LANDSCAPE Cardno : ! Part and. OR 972 Ave Suite 200, �T 7 8 4'-0" ii T(503)-419-2500 • i i / A9.52 ,' TYP H ' STRUCTURAL ENGINEER , , � - , ' ,' E \ I Catena Engineers , i. , Portland, OR E Irving St., Suite 412 . / 4 I T(503)467980 `. .' A9.52 / MECHANICAL ELECTRICAL 1 • PLUMBING ENGINEER CG-3 CG-3 104400-FE 2" I 1 %. \ 06 42 00-HARDWOOD TRIM - 08 33 23- INT RATED COILING 06 42 00-MDF-1 DOOR Glumac900 W Fifth Ave Suite 1600 09 65 00-RESILIENT BASE Portland, OR 97204 -_ - 1 A CORR - EAST W101 A CORR - SOUTH r W101 A CORR - WEST - - P Portland,227.5280 W101A CORR NORTH W10 „ = „ „ i-D'', 1 g „ _ - - — — 114” = 1'-0" D 114" = 1'-0" FOOD SERVICE CONSULTANT (1A) 1!4 - 1 -0 114 - 1 -0 Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 z---- 09 90 00-P-8 INSIDE CORNER 09 90 00-P-8 09 90 00-P-8 / • INSIDE CORNER TO l 09 90 00 P-8 COST CONSULTANT • / ' , 1 1 Construction Focus 1/ -------__-_______________________._ . / , 740 Almaden St. Eugene, OR 97402 1 / [ , . „ . . I, - / / `/' T 541-686-2031 / , .ease 91 n f 3 � C®��ISE�Ii�C A9.83 �. .•\ `�\ , ' I _ -4 I �'� SEA E,WA 09 65 00 RESILIENT BASE ` � 09 65 00 RESILIENT BASE 1 A WAITING - EAST E 101 A WAITING - SOUTH2 0 12 18 114" = Y-0„ E101 COUNSELING NORTH E101 COUNSELING I E10 _ - _ - r� C 2A N., = 1'-0" 2 114" = 1'-0" I , \ / \ ` ' ` / ` ` ' \ \ / , • / \ / / \ / \ . / \ / / E101 COUNSELING I E101A WAITING - WEST 2D 114" = 1'-0" - - - •_ At REVISIONS DATE 30 30 24 30 30 30214 •°30214 14 36 X214 2 14 N A9.81 1 N2111---- 2 / \/ j% \� —\ HS1 El I PTD SD 06 20 00 COUNTERTOP E21 iiT ,! 4 �• i M1N I \ 1 a © S2A9.81 1- i _�L • ,. . N / ,_., _ = =.>j UC o( 1 J , ._ _�_ `� * � REF _ _ .\ �i� iii ,� \ �i 1 ‘ - • ---. Era' NTER ,. �� 11 31 00 UNDERCOU TIGARD TUALATIN SCHOOL DISTRICT F I 36©23 36�/i 36®23 36 23 REFRIGERATOR (OF01) 01 11 00 COPIER(0 0) \ 09 65 00 RESILIENT BASE 32.5 32.5 32.5 32.5 10 28 00-SOAP DISPENSER(OFCI) TiG/\FEJ H 10 28 00-PAPER TOWEL DISPENSER(OFCI) 11 31 00-MICROWAVE(0FO1) S C H O O L OM - NORTH i E112 WORK ROOM - EAST E112 WORK ROOM - SOUTH E112 WORK ROOM - WEST MODERNIZATION E " 12 WORK R0 - , = Arl, ,_ „ 4D 14" = 1'-a., °,. 4A114" _ 1'_0" �4B 114 - 1 a 114 - 1 - r DIV 27-PROJECTOR II 1 P * . , 9004 SW DURHAM RD TIGARD, OR. 97224 11 1 /_\ ____ _____________=____________________=_===__=_____===___=__===== JOB NO 16992 00 __________ ____-_ TW$- ___ ___ ISSUE DATE: June 19, 2018 �, .\ 10X4 ==_=_--__---=======-=--=--=-=--=--=--_==_- _ _=__=___- _ ------ ------------------------ -____ Jurisdiction Stamp Area -- -=--- ==-='_ ___=__________==_= === = \ , o \ , M 10 11 QO MARKERBOARDS \___ 09 65 00-RESILIENT BASE CAREER CENTER - EAST E105 CAREER CENTER - SOUTH E105 CAREER CENTER - WEST � � E105 CAREER CENTER NORTH - _ - _ E105 CA 5C „ - ,_ „ - - - 5D 114" = 1'-0" 58 114" = 1'-0" 114 - 1 0 INTERIOR I— ELEVATIONS - 0 UJ in cco MAIN LEVEL E1 NI- N w A7 . 15 LU `^ W REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND baSSetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers N / 1500 NE Irving St., Suite 412 © N / Portland, OR 97232 \ / T(503)-467-4980 A9.52 // N / .<( . / MECHANICAL ELECTRICAL & \, / PLUMBING ENGINEER I f JI ✓• o OPEN TO BEYOND Glumac \ `\ // \ \ 900 SW Fifth Ave... Suite 1600 / � // \ Portland, 0 97204 / 5' 0" 5'0" _ N T (503)-227-5280 • / r • 0 \A9.52III / \ / / \ FOOD SERVICE CONSULTANT I } \--- 09 65 00-RESILIENT BASE -- Webb Foodservice Design 06 42 00-MDF-2 3700 SE Lafayette Ct. 1 Portland, OR 97202 06 42 00-HARDWOOD TRIM T(503)-236-8566 r N101ACORR - NORTHj-* N101ACORR - EAST ACOUSTIC & AV CONSULTANT l A2 1/4" = 1'-a" 114" = 1'-0° The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 I \ / \ ' <OkYJ:141? N / ' I •I C., LOME*MAC N\ / / \ I^\ \ \ \ \ �\ \ \\ \ . \ \ \ ,II, �.� \ / — /; / \ I _I I I I I \ /' ` / DF / / / \ _f. ` \ \ \\ \ \ \ \ \ \ \ \\, \ \\\ '// // / I / / / / / '// /, \ ease 589 '�'3 < \ / _ � ■ ■ )a ■ )D j .;� � ,.❑ � � � ■ )■ )■ ■ 1_ \ ■ ■ C ■ L . , ' OPEN TO BEYOND //\ = I , I T ,' - I i , ,' — / , / f'' / / / / / / / / � / / / / / .I / / / / / / / ' / / - \ - \ ; \ ' \ . \ - \ \ ; \ SEA E,WA / \ , — - - _ 3 / ✓ . / / I J / \ \ \` \ \ \ 3 / / , , •\ . , I / \ \ , • \ �' \ �I \ \ \ 1 \ : \ \ \ \ \ I \ \ \ \ \ \ \ ' \ \ \ \ \ \ / / / + / 1 / . / ' / / _ *_ ,4, � / N / ` / ` \ ,/ / ''1 / f: / . / / ; / / ,: / / / / / / / / / / / / / / / / ',: / / \ \ \ \ \ I \ \ \ \ ` ' . N, ' \ I r / I DIV 22-DRINKING FOUNTAIN 10 51 00-LOCKERS(OFCI) A r N 101 A CORR - SOUTH -- N 101 A CORR - WEST 1 1/4" = 1-0" 11; 1/4" = 1'-0" I I - • • • I \ I T- I I I A I I ` \ l �\ 1 —� - - - .,. - - - - ,/ \ \ \ \ \ \ \ \ I \ \ I\\ \ '� \ fl l' \ '' \ // // \\ // \\ \\ - , \ \ \ \` \ \ , , C ,' 1 t I / / / / / ''' / / / , / / / i / / ! / / ,/ ,' -- ,' - / / -/ / ;,E,_,-( ;\ / . - \ '\ :\ \ '\ \ ;\ \ \ ♦ \ \ �� \ I\ \ \ � `� \ / \ / \ \ ; \ \ j \ \ \ \ I \ \ \• \ \ \`' \ \ I \ I \ \ \ • \ \ \ I \ \ \ P\ \ \`[',-\ ''I \ � \ ! \ i \ 3 \ ; \ \\ • \\ • ,' `\ ,' / • • / / - / / / / / / / / ` / / / / / / / / / / / / ...iii / f. / / iii / / / , / [' / / ; / / \ \ , \ / r //\# REVISIONS DATE 10 51 00-LOCKERS(OFCI) 10 44 00- FEC 1 N 101 A CORR - PARTIAL NORTH 2A =— 1-a" -- - -- - _ 2- N 1 v4" it '. , 61 S1 E1 E2 06 42 00- HARDWOOD TRIM /- 064200-MDF-2 S2 \ / \ / \ / L , . \ / \ / © \ / 1 \\ / / A9.52 /, , . ,, , � \\ /' TIGARD TUALATIN SCHOOL DISTRICT N / N / OPEN TO BEYOND — OPEN TO BEYOND TIGARD HIGH / \ \/ \ i o . /` /' / \ ' SCHOOL / \ A9.52 /. /, / \ / N , \ / \ / N - MODERN IZATIOI` ., CG-1 CG-1 CG-1 — 09 65 00-RESILIENT BASE N 101 B CORR - EAST N 101 B CORR - SOUTH N 101 B CORR - WEST 9000 SW DURHAM RD. TIGARD, OR. 97224 3 B 114" = 1' 0" 1 I4" = 1'-0" 114" = 1'-0" JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area INTERIOR 1— ELEVATIONS - co MAIN LEVEL N1 & ~ N2 co 2 , W A7 . 16 ,T) a. -- 10 28 00-PAPER TOWEL DISPENSER(OFCI) bassett!REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND Larchitects --- 10 28 00-SOAP DISPENSER(OFCI) [�,J �iLrL 30 34 30 30 24 30 30 11 31 00-MICROWAVE(OFOI) 330214 61 30214 3630214 363214 33214 3730214 721 NW 9TH Ave, Suite 350 , Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 n - --� V N /N n n _ _ I 7_ _ ��� a -'7'<-. .�� _ i REF REF CIVIL ENGINEER & LANDSCAPE 4X4 4X4 \LY - AY - I NU/ 'U' a MB TB Cardno a `\ - PTD S 7 6720 SW Macadam Ave Suite 200, E - - --) Portland, OR 97219 1 / 1 1 , ®I - n I n j .. - _ ! T(503)-419-2500 // - _ _ - - I - - .00_. - � _ I a -_ /� -� _ �- - 1 o _ � � I - II- - .OPEN I�� i' a o _ .= m ` - - ` ' �� - - - -� KNEE �- _› - • - z:, STRUCTURAL ENGINEER - N SPACE , Catena Engineers ^ - v ��I i N 1 „r r 1, 1500 NE Irving St., Suite 412 Portland, OR 97232 _- 01 11 00-COPIER (OFOI) 402 10 11 00-TACKBOARDS T(503)-467-4980 09 65 00-RESILIENT BASE 42 24 24®23 32.5 24 23 36.23 36,23 24 23 24 23 11 31 00-REFRIGERATOR(OF01) 84 32.5 7.7/\4 32.5 32.5 32.5 32.5 32.5 MECHANICAL ELECTRICAL & �/� 11 31 00-DISHWASHER(OF01) PLUMBING ENGINEER A108 BREAK ROOM/WORK - NORTH A108 BREAK ROOM / WORK - EAST r A108 BREAK ROOM I WORK - SOUTH 1 A108 BREAK ROOM 1 WORK - WEST Glumac 1 AJ 1/4" -0" 1 B 1/4" = 1'-0" Jc) 1/4" = 1-0" 1 D 1/4" = 11-0" 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 36 19 '\\14 ACOUSTIC & AV CONSULTANT -/ - - The Greenbusch Group P-3 1900 W. Nickerson St., Suite 201 \ / AND WRAP RETURNS 10 Seattle,WA 98119 \ / \ / A9.81 \ / - T 206-378-0569 A9.81 __ ___ COST CONSULTANT \ / u� Jw_ L± n n 4 �` / \ LJ �I- I , /'/ Construction Focus I CI �� it I �� , \, OPEN TO BEYOND r �� I �� Ti - / / \ of o-'_ _�-���II- -i H44rHR I Eugenie, ORn97402 - - - - - \ T 541-686-2031 =1 -If i t-ll 11 LIT u I�I ll-I rel V��I ` - - I \ 1 il if I -°1- ' k N \ / \ ra- Ill \ N...." / \� \� \/ \ ����((► ") IA 1/4 28.5 401 401 401 401 28-5 £23 2 3®23 3®23 4 36 23 I$ 23$ 23.5 36 23 36 23 36 23 36 23 24 2324 23 ,case 91 28.5 28.5 28.5 28.5 28.5 28.5 32.5 32.5 '7 1 A109 MAIL - EAST 096500-RESILIENT BASE � ('� A109 MAIL - SOUTH i A109 MAIL - WEST ASEA" E,WA 2B 1/4" = 1'-0" \_L‘.. 1-y1/4" = 1'-0" 2D) 114" = 1'-0" 4 a 0 /2 18 30 24 30 30 24 30 06 20 OQ COUNTERTOP 3630214 363214 2430114 363214 3030214 363021 11 31EXHAQUSTCOOKING • / _ il4 A9.81 / _ - - -- \ " ^ / /� I / 06 20 00 COUNTERTOP \- \ = = ,i_i = - - =`..\G� - �" 1 2" HT BACKSPLASH REF ="-/ .lI Jr - - -,- =, 1} = -, yY IJ- \lY - -'!Y PTDD HOOD ! , di-i / � _i_.-1 ' NI W r 0 EN oto ao I TT I RANGE I TIT<_ _ T ' * -� \/ r!i PACE \/ i -'` • - 09 65 00-RESILIENT BASE 222 155 222 6222 36 2 36 23 36 23 36€23 3023 30®23 30.3103 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 10 28 00-SOAP DISPENSER(OFCI) - 11 31 00-MICROWAVE (OF01) 10 28 00- PAPER TOWEL DISPENSER(OFCI) 11 31 00-RANGE(OFOI) 11 31 00-REFRIGERATOR(OM) TEACHING KITCHEN - NORTH TEACHING KITCHEN - EAST rN, TEACHING KITCHEN - SOUTH 3A 1/4" = 11-0" 3B 114" = 1'-0" `•/) 114" = 11-0" / " \ REVISIONS DATE Alk 11 A9.52 N -• - - )_ I l_- 7\1 /4.1 )\II_jsi, »...„ ):i 0 ),1 :_lrc, : ,.. / . _ , / , , / _,2 1 1 I I _=--_=___ _==_ ==- ---=======----====--===__==__ / \ / / \ \ \ \ \ \ \ \ \ =-=_-___==-_________=_= =__=== 16x4 ,_________K---______--__-___________________=_==_ \ / / S1 El i, ======_===_= -====____=. -===--====-------====-- -- ---==========-==-=_ f E2 \ \ \ , \ \ \ \ \ \ \ - 4S2 I / 1✓. 7/ / / 4/ / / / I �\ ,' \. \. A 09 65 00-RESILIENT BASE CG-2 CG-2 TIGARD TUALATIN SCHOOL DISTRICT 10 51 00-LOCKERS(OFCI) 10 11 46-TACKABLE WALL SURFACE - 1011 00-MARKERBOARDS CE2 - NORTH CE2 - EAST 4A _ TIGARD HIGH 114" = 1' 0" 4B , 114" = 1'-0" SCHOOL MODERNIZATIa 9000 SW DURHAM RD. TIGARD, OR. 97224 36 JOB NO: 16992.00 i 1318 ISSUE DATE: June 19, 2018 \ (-1(- ---_. 9.81 �, 1 y- r__7- / - _ - 1�„ Jurisdiction Stamp Area / / / / / / j / / / : / Jr1 ' • 1 Gy 4( C OPEN TO BEYOND / v` �/ 1 Itl I I �I I. ff < 1 \I \ \ _- -- : ) L \ i LE ., \ \ \ \ \ \ \ \ \ I �'- \ , l I EASr,K • / / / / / / / _ ' - ,_,..=.: I -�� , -rte , - � • - co N 11 - ` I 11 16 16-NIGHT DEPOSIT WALL SAFE 101 102 102 102 09 65 00-RESILIENT BASE 24 23 36 23 36 23 36 23 INTERIOR 28.5 28.5 28.5 28.5 �-�1 CE2 - SOUTH CE2 - WEST _ A110 BOOK KEEPER - SOUTH - 4CJ 1/4" = 1'-0" 4D) " _ '_ �1- 1l4 - 1 0 �� 114" = 1'-0" 1---�- ELEVATIONS U) MAIN LEVEL N2 Q I- co TS `V f: A7 . 17 ' ' I ry l0_ bassett! REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND I architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 30 24 30 30 BACKSPLASH EDGE TO ALIGN WITH / 08 3313-COILING COUNTER DOOR 3030214 3030214 30214 30214 FACE OF OPENING CIVIL ENGINEER & LANDSCAPE 4 \ 10 28 00-PAPER TOWEL Cardno A9.8 DISPENSER(OFCI) 6720 SW Macadam Ave Suite 200, I � , /1 ---V 1 _. REF T(503)-419-2500' Portland, OR 19 10 28 00-SOAP DISPENSER ,767.7i- yy =,�,_ -, -. �_ I.Tom. I STRUCTURAL ENGINEER na Engineers ALIGN PT $D PTD SD I 1500eNE Irving StSu a 412 am, I t n n 1 I,-` ` , r Portland, OR 97232 • 1 - - - 1 - - - - I ! I - 1 , _ = I! P T(503)-467-4980 FRE IT , ii'- ,j \ — � o OPEN I - I OPEN r — _ " 1 li MECHANICAL ELECTRICAL & <>1 �_ _ _ _ _ �,�, Q = - �_ _,. KNEE �� / KNEE PLUMBING ENGINEER —r � ' 1— _� � .PACES •,_...- . � . I � �SPACE N 102 100 100 100 101 Glumac 09 65 00 RESILIENT BASE 36 23 36 23 36 23 36 23 18 23 - 11 31 00 REFRIGERATOR 32.5 32.5 32.5 32.5 32.5 (0F01) 900 5W Fifth Ave., Suite 1600 11 31 00-RESIDENTIAL ---` 30 23 30 23 36.23 36®23 3. 24 7.9 24 2°3 36.23 7.4 24 Portland, OR 97204 APPLIANCES 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 T(503)-227-5280 WI 10 CONCESSIONS - NORTH 7� W110 CONCESSIONS EAST WI 10 CONCESSIONS - SOUTH WI 10 CONCESSIONS - WEST FOOD SERVICE CONSULTANT i° W110 1 DWebb Foodservice Design J 1/4" = 1-0" 114" = 1'-0" 1/4" = 1-0" 1/4" = 1'-0" 3700 SE Lafayette Ct Portland, OR 97202 T(503)-236-8566 08 33 23-INT RATED COILING DOOR ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 I Seattle, WA 98119 T 206-378-0569 COST CONSULTANT 8 A9.52 ✓ 4'_0° V Construction Focus 740 Almaden St. TYPICAL Eugene, OR 97402 T 541-686-2031 1 I I , ' 1 A9.52s,)<S$Y11 414C C7 LORNE':4fr WONAC 11. 1 CG-3 ` 09 65 00-RESILIENT BASE 06 42 00-HARDWOOD TRIM -447 I CG-3 CG-3 • 064200-MDF-1 mISEA E,WA i W101 LOBBY / W101B CORR - NORTH �.2A = 11-0" "20,;?`.181516' 114" = 1' 0" 4'-0" 06 42 00-MDF-1 08 3313-COILING COUNTER DOOR 06 42 00-HARDWOOD TRIM • i \ / // \ \ / \ / \ / \ / Z \ / M r -I F 1 - d - OPEN TO BEYOND W / \ / \ 0 o / \ o N / \ \I '4L • / I • CG-3 CG-4 10 23-INTERIOR PANEL 09 65 00-RESILIENT BASE SIGNAGE CG-3 1 W 101 LOBBY - EAST 1I4" = 1'-0" - 27-6 3/4" 14'-8" 2'-0" 4'-O" 064200-MDF-1 f - / / e' i# 06 42 00-MDF-1 0642 00-HARDWOOD TRIM 06 42 00-HARDWOOD TRIM / 10 \ A9.83 20 � \ - ` REVISIONS DATE A9.52 A9.52 I� ; 9�1 /i ♦ `� .i � � � ' DIM RSHED AL UfM�]�i° ATHLETES 4'-0" . FEC-1 OPEN—TO BEYOND 1 is ❑ � (219 r 't _,.H 1 . i ,. � � = o � I • : � ,� N N1 (.,„,.tij i_ _ F. , , , / „ „ . < „ -- -- , ,, .. 1. , lisl: 1 I —II 1 \ . i / / il \ E2 CG-3 CG-3 CG-3 - 05 52 13-PIPE AND TUBE CG-3 1044 00-FEC 1 06 20 00 DISPLAY CASEI I 06 42 00-MDF1 \CG-4 RAILING \ S2 09 65 00- RESILIENT BASE —_1 10 14 23-INTERIOR PANEL SIGNAGE W101 LOBBY & W101B CORR - SOUTH C) - 114" - 1'-0" - - - TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH 4 SCHOOL 06 42 00 MDF-1 5.63 06 42 00-HARDWOOD TRIM 1 MO D E R N I ZAT 10 I` " ., I <> - / . 9000 SW DURHAM RD. . , TIGARD. OR. 97224 / \ // �. �/ �. JOB NO: 16992.00 n ' ` ISSUE DATE: June 19,201$ E 3 '\ ; . Jurisdiction Stamp Area / . / , / i . / . / , / " / i I \ ' f `../ . I h 09 65 00-RESILIENT BASE CG-3 104400-FE2 1 W101 LOBBY - WEST W101 B CORR - PARTIAL EAST 2 D 1!4 = 1 -0 B 114" = 1'-0" INTERIOR F. - ELEVATIONS - n Q MAIN LEVEL S1 Ip ci Cd I— co ED co w A7 . 18 0_ I i bassett! architects REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 DF 2 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, I Portland, OR 97219 CG-2 \__. 09 65 00-RESILIENT BASE DIV 22-DRINKING FOUNTAIN CG-2 T(503)-419-2500 ---_,\ W117 WEIGHTS - NORTH STRUCCatena UR L eerNGINEER 1 A' „ = , „ 1500 NE Irving St., Suite 412 114 1 -0 Portland, OR 97232 ,— 09 51 00-ACOUSTICAL T(503)-467-4980 % CEILING MECHANICAL ELECTRICAL & . PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 I —I Portland, OR 97204 ___-_ _�.-� I T(503)-227-5280 ----- - 10 14 73-WALL GRAPICS _ --------- I FOOD SERVICE CONSULTANT I - - ,.._A Webb Foodservice Design rr 3700 SE Lafayette Ct. . Portland, OR 1 1 I. • T(503)-236-8566 02 l 1 I I \• �\ . ACOUSTIC & AV CONSULTANT The Greenbusch Group ,' • ,' 1900 W. Nickerson St., Suite 201 /• • • / Seattle,WA 98119 T 206-378-0569 . COST CONSULTANT ATHLETIC AND CG- Construction Focus 2 RECREATIONAL EQUIPMENT 740 Almaden St. CHINNING BAR Eugene, OR 97402 T 541-686-2031 W117 WEIGHTS - EAST 114" = 1-0" Yi) I . C2 LORNE McCONAC , erase 91 M , - ASEA E,WA ki. a /218- • • , . W117 WEIGHTS - SOUTH 1 C1 114" = 1-0" I - i . I f I • A REVISIONS DATE N N . N1 W117 WEIGHTS - WEST I ❑ 1/4" = 1-0" • E1 E2 30 24 30 S2 1 -I - 2030114 3630214 3630214 06 20 00-COUNTERTOP 3,-6„ � © 0 • / TIGARD TUALATIN SCHOOL DISTRICT A9.52 A9.81 DEWC TIGARD HIGH � �� /� .• � i ---,i: — --/— 7,5 ---- LCD PTD 3D ISCHOOL i —9. e -f� MODERNIZATION 1 - - - OPE , • M _°` KNEE ,, • _1 --°` /SPA ' _ y N / — ' — • —7—.7qiik rt. 01 11 00-LCD(OFOI) 10 28 00-SOAP DISPENSER(OFCI) 9000 SW DURHAM RD. 09 65 00-RESILIENT BASE 10 11 46- DRY ERASE WALL COVERING 102 TIGARD, OR. 97224 2.3 3.3 36 23 32.5 32.5 32.5 10 28 00-PAPER TOWEL DISPENSER(OFCI) JOB NO: 16992.00 W111 CONF - NORTH W111 CONF - EAST � W111 CONF - SOUTH W111 CONF -WEST ISSUE DATE: June 19, 2018 (2A1 14" = 1'-0" 21____ • 114" = 1'-0" 2C1/4"114, = 11-0" �2❑) 1/4" = 1-0" Jurisdiction Stamp Area / / 'I / '/ 4X4 4X4 70" , TB MB LCD I INTERIOR \ „ 1-- ELEVATIONS - w MAIN LEVEL S1 / a `� 01 11 00-LCD(OF01) 10 11 00-MARKERBOARDS I— ao 09 65 00-RESILIENT BASE 10 11 00-TACKBOARDS o 2 W111B AD OFFICE - NORTH W111B AD OFFICE -EAST W111B AD OFFICE - SOUTH *-- W111B AD OFFICE - WEST w A7 . 19 _ __ 114" = 1'-0" (\3 ,.1 1/4" = 1'-0" (,3C) 1/4" = 1'-0" 1/4" - 1'-0" bassett! REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 1 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 000,0777.4" , s STRUCTURAL ENGINEER Catena Engineers --.7 ' 1500 NE Irving St., Suite 412 Portland, OR 97232 ` , '\ /-\ - - T(503)-467-4980 s MECHANICAL ELECTRICAL & OPEN-TO-BEYOND ,' p`9 52 ., ,' ., f Iff PLUMBING ENGINEER _ E I Glumac 900 5W Fifth Ave., Suite 1600 ` - �\ 1 /�/ �, ' Portland, OR 97204 = 9.52 \ T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 06 42 00-HARDWOOD TRIM 3700 SE Lafayette Ct. CG-3 CG-3 06 42 00 MDF-1 CG 3 CG 3 Portland, OR 97202 W101 C CORR -� NORTH 09 65 00-RESILIENT BASE T(503)-236-8566 1 114 -A „ - 1 -0F, W 101 C CORR - EAST ACOUSTIC &AV CONSULTANT 114" = 1'-0.. The Greenbusch Group 1900 W. Nickerson St, Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 C?i LORNE SICCONAC me 91 - ASEA E,WA u �., vv // 0 /218 \ / \ / \ / OPEN TO BEYOND / \ . / \ r. I / \ t / \ 11 , I / \ liA / \ r W 101 C CORR - SOUTH ,----� W101C CORR - WEST �j 114" = 1'-0" 114" = 1'-0" 4'-0" / TYP ..,, . _ A REVISIONS DATE I 0 N • N1 ' W101 D CORR - EASTS E1 - S2 1 TIGARD TUALATIN SCHOOL DISTRICT U TIGARD HIGH , „ 4'-0" r .<> SCHOOL , ,„ ,,p-. TYP ,e / 8 \ „ 1. 1, , , ,, . ��Z MODERNIZATION -(1, = \ — _ , ., , . , , \\ , \ 1 A9.52 ,' TIGARD, OR. 97224 .„, 9000 W DURHAM D. I \\ CG-3 CG-3 09 65 00-RESILIENT BASE 10 44 00- FEC 1 JOB NO: 16992 00 CG-3 CG-3 ISSUE DATE: June 19, 2018 06 42 00-MDF-1 06 42 00-HARDWOOD TRIM Jurisdiction Stamp Area W101 D CORR - WEST 2D� 114” = 1'-0" INTERIOR I- ELEVATIONS - co U) MAIN LEVEL S1 I-- co 2 d N cK w A7 . 20 bassetti REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 J FOOD SERVICE CONSULTANT Webb Foodservice Design / 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group . 1900 W. Nickerson St., Suite 201 I I ' ' [ - I - - - Seattle,WA 98919 1' i � '� I I � � I I' I _ - I I � 3T , T 206-378-0569 L 1 1 :. COST CONSULTANT L _ Ll_ __. ." - Construction Focus 740 Almaden St Eugene, OR 97402 T 541-686-2031 ,...91 1*4. W101E CORR - NORTH , NE C 3A 1/4" = 1'-0" �? LORAL Mc ONAC ease 91 71 ASEA' E,WA 04/04.1 8 NNN*Ns H6 CG-3 Ci;)52 - , i I 4' \ A9.52HIM j 1 \ 06 42 00-HARDWOOD TRIM W101E CORR - SOUTH 064204 MDF1 CG-3 CG-3 I 1 3C � 09 65 00- RESILIENT BASE _ - C 114" = 1'-0" ANt REVISIONS DATE N 0 N N1 1111 El ri E2 S2 1 i TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATIOIN 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area cL INTERIOR UJ ELEVATIONS - u) MAIN LEVELS 1 0 co Q F— r w A7 .21 0_ REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND • bassettl architects [1 ---1 C3 ."\ I 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 A9.5_2! T (206) 340 9500 F (206) 340 9519 ::N. :,- _ . .• . _ _ ,`,.. 7''' ) ;:r ----------------------------- ------------------------------------------------------ _..________________-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-. ,:,iff,:::::,E,_77:_:::::_:_:_:_:::_::::_-__:.:_:_:___:___:___:___:___::::::::____:::____:___:___:___:___:___:______________________________________________________________________:77:_:_:_:_:_:_:_:_:_:_.:_:_:_:_:_:::::::::::::::::::::::::±:::::Twa::::::::_ ----------------------------- ----------------------------------------------------------- ______________________________________________ ----------------------------- --------------------------------------------------------- -.---_____________________________________________ --- -- ------------------------------------------------- -------------------------------------------_-_-_-_-_,-_,,,,-------------_-_-_-_-_-_-_-_-_-_-_-_-__ i-i--i-i-i-i-:-:-:-:-K-K-K-K-K-K-i-K-H-H-:--H-H-K-K-i-i-i-i---:,--------------------------------------------------_:,,-----_-_-_-_-_--_--_-_-_--------------------,- -------------------------------------------------- -------------------------------------------- ------------------ bassett' REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno I I 6720 SW Macadam Ave Suite 200, 3 M� I I I Portland, OR 97219 • FEC-1 \\ \ \ it \ \ \ \ ,� \ \ \ \ \ `� A9.52 • ` �'` \ - T(503)-419-2500 \• []i �: •/ II/ . I/ / ./ \ \■ ii / '■ ,' STRUCTURAL ENGINEER i I i % :/ ��' . - - / / / % ,/ / _. I — Catena Engineers ,' –' ;\ i n � / / \ '\ !\ \ 1500 NE Irving St., Suite 412 IIIII ,' \ \ \• I \�: \ \ L \ \\ \ \\ \ \ \ i \ ' \ \ \ \fiii )E1 ),E \ \ \ \ \ ,' 17 ,'__ . \ A - \\ -- / `; \ :„ . „,,, , : \ \ \ \ \ Portland, OR 97232 I/ ] ❑ >0 ■ r .❑ i ■ ■ ■ ■ ■ \ \ ,' A9.52 ,: ❑ \ ■ \,, ,,c ) `❑ \ \•• \ \ \ ■ • \■ • \❑ \ \i T(503)467-4980 / Ii 1 l i/ _ ; iE- LVJL :_ v v _ -i _l!... MECHANICAL ELECTRICAL & PLUMBING ENGINEER CG-1 CG-1 CG-1 G-1 A 10 51 00-LOCKERS OFC! CG-1 G-1 CG-1 G-1 06 42 00-HARDWOOD TRIM CG-1 CG-1 CG-1CG-1 A CG-1 Glumac (OFCI) 06 42 00-MDF-2 10 44 00 FEC 1 900 SW Fifth Ave., Suite 1600 09 65 00-RESILIENT BASE N200B CORR - PARTIAL NORTH Portland(503)-, 7 97204 - _ _ f T 503)-227--5280 1 A A 114" = 1'-0" FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. • Eugene, OR 97402 T 541-686-2031 \ FEC-2 / \\ ;,, ,,\ FI \ \ \ \ ,; \ \ Spitk \ ! \ 1 \ ,i \ \ , \ \ \ \ \ \ \ \ \ \ '' \ \ \ \ \ \ °' \ \ , \ : \ \ \ \ I \ \ \ '. \ \ ` \ ? \ \ . \ \ ! G,� _ p _ /, i, .;D >p to I0 / / .2 LORNE fcCO,NAC ./ ,,1 - / ([JI--- // i / / / / / / i / / i / / / / / / / o 'ease 91 \ \ f \ \ \ \ 1 \ 1 \ \ �\ \ \ / 1 P. ,\ '',/\:.K--- ', -\:\ \ i r ----N--." 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TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area INTERIOR UJ ELEVATIONS - IZ u) UPPER LEVEL N2 I- co a 2 ct A7 . 23 w 0_ REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND 11._2" bassetti •r i. DIV 27-PROJECTORr±c-- architects ® A9.52 3'-0" 3'4" a d, Ore�ryJoAve, Suite n 972Q936Q Port / ! Oregon / T (206) 340 9500 F (206) 340 9519 / ______ _ 16x4 -- U CIVIL ENGINEER & LANDSCAPE bassett! architects ' • . REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND 721 NW 9TH Ave, Suite 350 AiIii Portland, Oregon 97209 A9.81 T (206) 340 9500 F (206) 340 9519 : hi 11 [1 9 [i 11 ` �� \ II CIVIL ENGINEER & LANDSCAPE N. i Cardno - - -- - - - `\ _ 6720 SW Macadam Ave Suite 200, / , — _____, . Portland, OR 97219 / N / • — — — — — — _ S PTD r 11 \ T(503)419-2500 / \ / •-- - -� 41` 4A 1i T ; STRUCTURAL ENGINEER r – _ – 1- -•� k � –• a – - Catena Engineers -° = = - = 1500 NE Irving St., Suite 412 -'- N."' N i i II Portland, OR 97232 L 09 65 00-RESILIENT BASE T(503)-467-4980 402 402 402 102 102 102 DISPENSER(OFCI) 38 26 38 26 38 26 24 23 36 23 36 23 30 23 36 24 MECHANICAL ELECTRICAL & 84 84 84 32.5 32.5 32.5 32.5 102800-SOAP DISPENSER 84 PLUMBING ENGINEER (OFCI) Glumac -- S202 ART - NORTH S202 ART - EAST - S202 ART - SOUTH DIV 22-OSED SINK, INSULATE 900 SW Fifth Ave., Suite 1600 1 A 114" 1'-0" 1B 114" 1'-0" 1 114" 1'-0" - - — Portland, OR 97204 = = = T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 14'-6" — - - Portland, OR 97202t / /ie T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 T 206-378-0569 All A9.52 COST CONSULTANT V 3'-0" 6, id, 3'-0" ® Construction Focus le i • 2'-0" A9.52 740 Almaden St. Eugene, OR 97402 T 541-686-2031 WP 16x4 =_ --- _ = • C?,LORN£MsC45'AC b a cn erase • 91 I "" r ` \ Al 1011 46-TACKABLE WALL SURFACE I 11 66 23-WALL PADDING SEA E,WA S202 ART - WEST 101100-MARKERBOARDS WRESTLING - NORTH 09 65 00 RESILIENT BASE lit � (ID 1/4" - 1'-0" _ 114" _ 10„- 0 /2 18 EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 10” '' ;If di/ , /dr 1!f -w lc:_ „ ., . / 01, 1 ,, 1 _..,..._. , , . , . WP • WP i •• / . E\ /% `\ . / 5' . i 5' / 5' ` ` \ i 5 i . p WRESTLING - EAST `-- , WRESTLING - WEST 2B 114" = 1'-0" 1/4" = 1'-0" / " \ REVISIONS DATE 4'-'N.7 N N . N1 EQUAL EQUAL iy EQUAL E 1 ELT7 EQUAL---. - n WP S2 i 1 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH WRESTLING - SOUTH SCHOOL 1 14" = 1'-0" ----- - --- - - — _� MODERNIZATIOIs 06 42 00-MDF1 ALLI SH EXPOSED SIDES TO WRAP ON 06 24 00 HARDWOOD TRIM 06 42 00 HARDWOOD TRIM , / 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 \ 8 ` . • Jurisdiction Stamp Area • A9.52 ` , ii, \• r I a 1 A9.52 , '� 21 / \ A6.25 \ CG-3 CG-3 • CG-3 C 777 06 42 00-HARDWOOD TRIM 064200-MDF-1 INTERIOR 09 65 00-RESILIENT BASE • I— IELEVATIONS - ci UJ co UPPER LEVEL S1 1— 3& - S208A CORR - NORTH S208A CORR - EAST S208A CORK - SOUTH S208A CORK - WESTL . _ . _ . _ . _ . _ . _ _ _ _ -J 1., 3___Py 114 -- 1 -0 y 114 = 1 -0 J 114 = 1 -0 114 = 1 -O LU 1\7.25 0_ bassetti REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND architects I \ // 721 NW 9TH Ave, Suite 350 \ / Portland, Oregon 97209 /1 /\ /\ /\ /1 `\ /\ /1 /1 /\ /'\ - \\ // T (206) 340 9500 F (206) 340 9519 LV = = = V = V _ \ = = U = - - V - - T — V V = = = = ,L = = - - V _ ._.d `\ I - - - OPEN TO BEYOND _ /1 /\ / \ — _ / E / \ CIVIL ENGINEER & LANDSCAPE 14 I1� ° . , / \ Cardno I h I h I I� 1 1, I I, 1 1� I h i I� I I� 77T77 = `. /, L - - - / \ 6720 SW Macadam Ave Suite 200, \ / \ / \ / \ / \ / \ / \ / / \ \ / Portland, OR 97219 \ , / \ T(503)-419-2500 ' __i, v y STRUCTURAL ENGINEER 402 402 402 402 CG-3 CG-3 402 402 402 402 402 402 402 CG-3 CG-3 Catena Engineers 48 18 48 18 48 18 48 18 48 24 48 24 48 24 48 24 48 24 48 24 44 24 1500 NE Irving St., Suite 412 84 84 84 84 84 84 84 84 84 84 84 - 06 42 00-HARDWOOD TRIM Portland, OR 97232 \ 06 42 00-MDF-1 T(503)-467-4980 S200A CORR - NORTH 09 65 00 RESILIENT BASE S2,i-B) 00A CORR - EAST { 1 A MECHANICAL ELECTRICAL & 1/4" = 1 0 114 = , -0 PLUMBING ENGINEER Glumac 900 SW Fifth Ave.. Suite 1600 Portland, OR 97204 T(503)-227-5280 \ i \ / \ / FOOD SERVICE CONSULTANT \ / Webb Foodservice Design \ / . 3700 SE Lafayette \\ // 4'-0" CID tPortand. OR 97202\ / - - s, T(503)-236-8566 ,.. t TYPICAL OPEN TO BEYONDi jI ,\/ \ ACOUSTIC & AV CONSULTANT / \/ •\ 0 The Greenbusch Group — — / / \ 1900 W. Nickerson St., Suite 201 — — / \ A9.52 Seattle,WA 98119 , / \ '.1 , T 206-378-0569 ---1=1 / \ ' - COST CONSULTANT 104400-FE2 Construction Focus 740 Almaden St. S200A CORR -, WEST 7----- S200A CORR - SOUTH Eugene, OR 97402 T 541-686-2031 1 D 114" = 1'-0" 1�� 1/4" = 1'-0" Asv(S- 1 44 C? LORNE NRCONAC ease _•91 n i \ / \ / r \ / \ / \ / SEA E,WA \ / \ / \ / lQ (�Q�IC� \ / 43 \ / E5/1 D�` \ / \ / 0 /2 18 \ / \ / OPEN TO BEYOND OPEN TO BEYOND _ _ / - - / \ / \ / \ / \ / \ / \ / \ \ / \ N / \ p S200A CORR - PARTIAL EAST S200A CORR - PARTIAL WEST 1/4" = 1'-0" 2 D 1/4"= 1'-p" ,r-- ALIGN \ / / \ \ / \ / i \ / ! I I I I 3� \ / \ / / / / / / / '' / /1 / / / / / / / / / / / / • / % / / / / / / / / / - / / / �\\ A9.52 �/� \\ // ❑( �IK � C d\ ❑\ ❑( ■\ ■ q( ■ , , o( ■ ❑ i� 4( EK ■ C4 G, ❑ ■ ❑ — OPEN TO BEYOND + OPEN TO BEYOND \ \ ��� \ \ �' \ \ \ \ \ \ \ \ \ \ \ I \ iV ': \ \ \ �jV �,I \ \ \ : \ \ \ \ 1 \ \ \ \ \ - n r !, / \ , \ \ \ I \ \ \ . \ \ ; 1 / ; / � / � /'I / /1 / / _ - --_ .__ __ \ : \-iL �. LK ( < LK ( C< ■ ■ i ■ ■ ❑ ❑( C< G( ■ ■ -�—__— / \ / A / / . / / / / / / / / / \ \ \ \ \ A\� A \ \ \ \ \ \ \ \ \ \ A I \ \ \ \ \ \ \.1i. \ \ \ V ' \ \ \ v ''IIII / \ / \ _ '� '/ -Iv ./ \ v v' N 6) \ it \ \' _ ,ss v� N. - ! \ ,' N. - / N ` A9.52 CG-3 CG-3 — 10 51 00-LOCKERS(OFCI) A CG-3 CG-3 CG-3 CG-3 CG-3 4'-0" II / TYP / '� \ REVISIONS DATE S200B CORR I S200C RAMP - NORTHS200B CORR - EAST 3A 1/4" = 1'-0" _ Ej) 114 -_ 10 „ ,_ „ , ') N N2 N1 S1 E1 J 1 . \ /// L _iijo.,.. E2 \ , tl r f1 .. ,' \\ // X72 7 1 l ALIGN \�\ TA , / // / / / / / I / '// / // / / `.\ FEC-1 //� \\ //u, EK G� ❑ ■ ❑( ❑«, E( D( EXLy� - I \ . \ ` \ \ \ \ : \ \ \ _ \ \ \ \ , n (/, n OPEN TO BEYOND TIGARD TUALATiN SCHOOL DISTRICT g - // / / / / / / / / , / / I / / : / . / / / / / / 1 / : / / / / / ,' `� / \ ; DKaoC ❑ FX ■ ■; of , a, o►( �, � 1 a ■K ( ■� EK LK / \A. TIGARD HIGH il, ' \ \ \ \ \ \ \ \ � \ \ \ r: A . \ \ \ I \ \ \ \ 1 \ \ \ \ \ V / \ _�11----- -- .. . -- -....fir -- --- - --- -.-- --- MM - \. - -/ - SCHOOL ,. MODERNIZATION S200B CORR I S200C RAMP - SOUTH90005WDURHAMRD.S200B CORR - WEST 3C1/4" = ,'-a" D 114" = 1'-a" TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 06 42 00 HARDWOOD TRIM Jurisdiction Stamp Area / • / i \ / • • 8 / ,-, \ • \ / \ / FEC-2 A9.52 OPEN TO BEYOND \ / \ E , / \ 7\ A9.52 / \ - \ \ INTERIOR I rCD , �r C CG-3 CG-3 CG-3 I— ELEVATIONS - 06 42 00-MDF-1 09 65 00-RESILIENT BASE w vi- co UPPER LEVEL S2 S100D FLEX - NORTH \, S100D FLEX - EAST d S100D FLEX SOUTH S100D FLEX - WEST F..- co 4A 1/4" = 1'-0" 413i, 114" = 1' 0" -T C� 114" _ ,'-0" — 4 D 1 f4" _ 1'- " Ct A7 .26 _ w CL bassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 I T (206) 340 9500 F (206) 340 9519 REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER 13 Catena Engineers 1500 NE Irving St., Suite 412 A9.52 • Portland, OR 97232 T(503)-467-4980 — _ ___ _____ _ bassett! architects 721 NW 9TH Ave, Suite 350 REFER TO SHEET A7.01A FOR INTERIOR FINISH LEGEND 1 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, \ '\ Portland, OR 97219 \ / \ / \ / T(503)-419-2500 \ / \ / \ / \ / - - \ / \ / \ / r I 4'Q" N\ // \\ // _ STRUCTURAL ENGINEER \ / I Catena En \ / 1-8 \ / \ / \ / TYPICAL \ / \ / 1500 NE !ruing St., Suite 412 OPEN TO BEYOND n n A9.52 OPEN TQ BEYOND 1 OPEN TO BEYOND Portland, OR 97232 T(503)-467 4980 / \ / \ / \ �, I // \\ // \\ MECHANICAL ELECTRICAL & / \\ I / \ / \ PLUMBING ENGINEER L , , / \ I I A9.52 / \ / \ Glumac v dd , // v` . / / vv900 SW ,, I (i ., . ' ., ----� Portland,FOR 97204 Suite 1600 06 42 00-MDF-1 CG-3 N 06 42 00-HARDWOOD TRIM T(503)-227-5280 06 42 00-MDF-1 CG-3 W200 CORR - PARTIAL NORTH 2 096500-RESILIENT BASE W200 CORR - PARTIAL SOUTH 2 W200 CORR - NORTH W200 CORR - SOUTH FOOD SERVICE CONSULTANT _� r} Webb Foodservice Design 1 A 1/4" = 1'-0" 1 C 1/4" = 1'-0" 2A 1/4" = 1'-0" 2 C 1/4" = 1-0 3700 SE Lafayette Ct Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. -v 7' Eugene, OR 97402 . . . . , . , . / / . --- -. N (eIl �� . C LORNE McCONAC C'' , . , . , . ease 91 a / . / . , . • / .04 / . / . , N. SEA I E,WA �_ W200 CORK - EAST ______y 114" = 11-0" - - - _ — - - _w — _ _ � _ „ � J � � _ � f � � � — _ _ _ — L_I � � - - - _ _ : _ _._ _ _ _ � — _ - - v / \ / — — -OPEN TO AUX GYM \ / \ — — — ___ _ — — \ ___ — — _ \ / FEC 1 • \ F7 OPEN TO BEYOND — , _ - -- - - " � - - — - - - - _ — 4 � _ OPENTOBEYOND i • / N - — ~ _,_,,.__. .,__,.,, .... _.._. _.—-- ......._�_..._ . ---.., ...—.._ ... .,,. —.._ . ...,_•. . _—_._._. ... ..--—._.. __., ., „ ,.. ~. —_ .._.. ',,. _ / \ ( t / \ / \ / \ \ 104400-FEC 1 (___- W200 CORR - WEST 2D �j 1/4" = 1'-0” —. \ / \ / \\ // 1 / �" \ REVISIONS DATE \ / \ / DF OPEN TO BEYOND �� .� N / \ a t N N1 _i__ 4 \\ f . l/ / \ \.� \� _ _-_-lf, Ate. h I , .. / ftl ] _, , E1 DIV 22-DRINKING FOUNTAIN _ E2 W2 CORR - PARTIAL EAST W20 RR - PARTIAL SOUTH S2 W200 CORK PARTIAL NORTH � � 00 �`� o Co ,3A 1/4" = 1'-0" 1/4" = 1'-0° _- - — — "P 1/4" = 1'-0" L______A TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH 06 42 00-MDF-1 \ / SCHOOL \ / ak, „ „ , . MODERNIZATION \ / „ \ / A9.52 . FEC-1 / . \ / \ / OPEN TO BEYOND e %1 n / 7-1 \\ ^.. I / \N / \ \ \ 9000 SW DURHAM RD. i / . ,' 1 / \ - TIGARD,OR. 97224 / \ / / \ 7 ` / / \ .` / \ JOB NO: 16992.00 .. // / \\ 1 ISSUE DATE: June 19, 2018 A9.52 Jurisdiction Stamp Area W200 CORR - PARTIAL WEST 3D - 114" = 1'-0" , STO4-2 STAIR 04 - EAST 4B 114" = 1'-0" INTERIOR F- ELEVATIONS - UPPER LEVEL S1 & Q 1= S2 00 TS N r A7 .28 Zii w CL bassett! CEILING LEGEND architects V 1 LINEAR WOOD VENEER(LWV) 7C 11 721 NW 9TH Ave, Suite 350 o LIGHT FIXTURE SEE ELECTRICAL Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 �.�.�. FIXED SOUND ABSORPTIVE PANELS (FSP) - — (D x E . 1 GYPSUM BOARD CEILING (GWB) CIVIL ENGINEER & LANDSCAPE \ 2X2 ACCESS PANEL Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 1 6"FIBER CEMENT PANELS(FCP) OO SPEAKER. SEE AV T(503)-419-2500 STRUCTURAL ENGINEER I EXPOSED TO STRUCTURE EXIT SIGN Catena Engineers 1500 NE Irving St., Suite 412 Portland. OR 97232 T(503)-467-4980 CEILING FAN MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 • T(503)-236-8566 % ,,,___,_ ACOUSTIC & AV CONSULTANT A The Greenbusch Group 1900 W. Nickerson St. Suite 201 Seattle,WA 98119 1 T 206-378-0569 r _ COST CONSULTANT _ Construction Focus 740 Almaden St. Eugene, OR �� ELEVATOR — STAIit 04 MACHINE ROOM_ELEVATOR T 541-686-2031402 Y � \�� ` I 5T04.1 � W001B 1N43B _ - SAu = ` I ,_. ±t--1; 7 =-1 -r r 1110, ..5,,ts• DAk4.,„• i 1 OFFICE_ -_ . _ 7NO CEILING ■ wHw3 T: ■ �? t,(3R'�I;'4tcCC:lAC SB �— . ._- _ PE TEACHERS 1■+� OFFICE_ / Wafl4A ease 1 �' WDD2 SCff---' 53 i LOCKERS wooaB • k. I 7-1_,,r. /f TOILET t SEA E,WA .t •`4 -. wooaci / � ' ,� SD . �_ - J - 0 /2 18-›1 — CS — - — r0 lie OO4E . 1-- ' r _ _ __ STOR a-I •IRLS LOCKERS = 4118114 wooSA—\ woos [ . _` ASF - •, ' LEVEL ABOVE- CORR _� NO CEILING — - 1 712 if �i SG �'1 I UNIFORM ! !1 'M LOC�. _.. — •--- STORAGE I W006 \ woo ��' :\\,., H___) —.4 1 -- NO CEILING -----' I _ T 1 SJ e j LOCKER t10 SHI 14- I4`.4 Ilr 'E4er n STAIR 11j / fin7F5 1 1 _ _ ..,-,17:-. I (' iiIS Sill TEAM LOCKER — �� - WOMEN ■ BOYS LOCKERS W013 �, WOW W007 T PE''EACHE _: TEAM LOCKER 7A =T_ w007J t. L . . -. : - • :.f CORK CERAMICS N u Il INO CEILING — • ' ORAGE 1 iir' -� ' SOO2B :CI-PRE' SCIENCE BUILDING 1 °L BOILER ROOM 0 STORAGF STORAGE (sr ) - TRAIN] G w014 ROOIRV M __ l .. f .. ' -77 NO CEILING -- y__y .... CORK w01t OFFICE W009 - — 1 .011A Btit `7 r 1 I — [RY TEM 7 COR IT CLASSROOMENGINEERING , ' CL_'-ANl2C)M 8004 • l J L__ { I J I ROOM►2 5040 5003 SOO4A P ROOM PR;P ROCS I Pi 1 EX ER•OF+SSRI IU"OS�40! 111104 TH T r" '441 if PHYSICS LAB SCIENCE LAB SCIENCE LAB SCIENCE LAB FOREIGN LANG il CLA53R 0 . I p 306 / '� , REVISIONS DATE CO�IPFcS':OF S(07 BaTHR ROOM SO to • - I, i 1 1 } I iN SQ 1--- 1 FOREIGN LANG.4 0 I HEAVY MAKH 2 I _� C(IRRIDO • . i- • STORAGE SPACE J i I i i i S006ORA 54a5 H FOREIGN LANG. • • 302 PRESCHOOL EARLY CHILD CHILD CARE _ CARE - - 702 700 } MATH +� 300 [ 1 S4 5 �.�� �1 /1 �� r ,�\ i i - S 1 S2 ` S3.2 X7,..____J ',S 7 S 7. 1 S 8 S 9 S 9.2(S 1 OS 11) (S 12X6 1.3S 14) ~ / __6) -- �T� \ �r /�� TIGARD TUALATIN SCHOOL DISTRICT CHILD CARE 704 S3 I TIGARD HIGH SCHOOL BASED SCHOOL BASED \.___,/ HEALTH CENTER HEALTH CENTER E72 E71 SCHOOL CHILD CARE lab .. MODERNIZATIOF' 9000 SW DURHAM RD. TIGARD, OR. 97224 RCP COMPOSITE LOWER LEVEL JOB NO: 16992.00 ____ .. ____—. .... .. - _ _._. ..____._0 1/32" = 11-0" ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area RCP COMPOSITE 0 I— LOWER LEVEL Co I— C 4 O NORTH i2 0o PROJECT NORTH N TRUE c.i0 16 ' 32 ' 64 ' �� �,� w A8 . 01 11/ ♦ w . .___ _ , bassett! c6----, C3 Cce) C7 architects CEILING LEGEND 1 I I II E 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 c5 - —" T (206) 340 9500 F (206) 340 9519 • NA gp ,._,._2 I 1 I LINEAR WOOD VENEER(LWV) o LIGHT FIXTURE.SEE ELECTRICAL /' E /J 01 I II ! �����. FIXED SOUND ABSORPTIVE PANELS(FSP) - _ - x CIVIL ENGINEER & LANDSCAPE/7/�� \�� N4 ardno N GYPSUM BOARD CEILING(GWB) Portland, OR 97720 SVV 219 Ave Suite 200, ;� �1 ♦♦'�♦• ♦ \ II 1 / ` T(503)-419-2500 I N 01D 1 ,:/ % 5 2X2 ACCESS PANEL �... �� ��,� CLASSROOM - 6" FIBER CEMENT PANELS(FOP) 00 SPEAKER. SEE AV STRUCTURAL ENGINEER • Catena Engineers N 6 1500 NE Irving 5t., Suite 412 `• N105. ] Portland OR 97232 TQ LET N1U7� < SS= I Z EXIT SIGN N �- CORR. I EXPOSED TO STRUCTURE T(503)-467-4980 f .�� OFFI ' ,,,, A100B 7 i MEETING • , ° � EME• MT,, RM I WO AID? / MECHANICAL ELECTRICAL & •I N707A I -* •' .IL,i:T• I OFFIC' A708 \ PLUMBING ENGINEER OFFICE ! i 4-10P i A106 A ,,, N S '. E CEILING FAN Glumac I I N107B I OFFICE�' N10'/ r ;' •IL OFFICE s`,. I N107C J i It;ilka r A109 - , Ir Portland,900 SW FOR 97204 Suiteifth Ave., 1600 TEACHING i •.0 EEP,' T(503)-227-5280 KITCHEN �'' CUSTODIAL :r �'�,` 110 PRINCI AL N9 / -- N10) ( ) I N107D I .• 1 I / . VATOR ,` FOOD SERVICE CONSULTANT I �1LET 41` MAC -- . ROOM O ASST. _.... 3- CONF IN 1 OI , SPRINKLER RESER -7/.1 MU:Ail i �. � q b2 I Webb Foodservice Design I- �'� -'I N11 A112 % / I SPRINKLER I y I STo- • �, /SRO N 11) 3700 SE Lafayette Ct. OFFICE �FFIC' �" � 01 R EPTION i �.� Portland, OR 97202 _+ IT�iliriR OGLE- - -- EL 0 • . �/ . N11OA I J— �'�` A E{ I NDANCE ' T(503)-236-8566 p I_ - R_. 0; ;1-RTI[IF7`A I A3dD i / ■� ACOUSTIC &AV CONSULTANT i RIS �! T CA l --i i STORAGE ENTRY = R o1� he Greer�busCh Group a • ,a �� 1900 W. Nickerson St.,Suite 201 1,EF E i�- INA \ Seattle,WA 98119 � I I �� �� T 206-378-0569 —_$: Ift - - ��� J ❑ L6'=r.Y ,.,„l-,,al I I � N10 ,� COST CONSULTANT i i- 1 , Construction Focus CC J` I ._ I, 'K ROIIbM II 1 _ I 740 Almaden St. Y: 5 JDEN i P' T.R • Eugene, OR 97402 UN-S 9 • __ T 541-686-2031 1 I . .. ... .,. _ � �-��: _� E101 - 118 i OFF - I "OIw1 I j ^el OFFIC OFFICE BAND I 102 • - - 4I _ : - P- • T.R...)0 MAIN GYM 1�1 III I [ 1 116 CD — — -- — •1•1� 111 ,- ` qr0 GE I AFI• _ 1 I ._ BAND OFFICE I / 1 I jAITINCT. r CHOIRI hi I !I� I I I • Grp I !• 102 N : I ST7RAGE LORNLMcCONAC - ..4111 COMMONS .. -I-- i ROOM • r."i. I le . „. .ease 91 I CE = r — 1 W105 I ._ 1 ;` ,.:.: 1 z,trrr )FFI E Iwo II - � con 11°*""rr ;I��j 112 1S5 r i =ii +h'L:.�_” FFIC . ., � .. I � - - • STORAGE I 9] r (�t11 36 IUS1C COMMON 106 ] :LEC ASEA EN ,WA -• 1 , GUITAR i 9353E I - • Lin," BOYS 2 �■ M I Ci I �� - 1 lo — � _ �� too 1 1 . CF W10# 1 . ._ i� _-- — — — •1 I s _ CLASSROOM SPEC.ED.CREN 104 IOM LEC, /2 18 J MBLE RC 0 / GIS 122 I 120 I 554 _ i__ vr-.__ ! — - CORRIDOR CORRIDOR la___ I { f I TORR I I ! ' 1 �.i _ > I OH6 1 —I �a`11 — I i L 1110 SA EN •'I .I ELEC __ - __. I _ r r I ',.■ - I W109C I CUSTODIAL 1 Iz�sR.1.•31 CON ESS r PW109__ 1 I MATH ENGLISH ' MEN NMI 1 I 1 C I� 7zO I 218 I [ 216 ENGLISH ■ ��++ 5 BUStN I I\ LWI4V Esi i41.1 — il ■ —rl WOMEN , 1fY�(FIII, .. _ _— - — F E1 •D OFFI E :COIF 3 i� LI/V116, STORAGN —Iv COR• ENGLISH ' �� W1 1- �JSJ �� 2, ... I 1111 �__ I W114 - --- . I 0 ®1 - ll ir;_E:<:� I 222 I E100 J ENGLISH ►♦��������j►�������� s I _ �,.- MESS - • C COMMON A In 11 !%i ii ERS ilr i ` - �.• SRDOM , 200 E 212 I SD - .-4 — ► .: •i '�i9 ; I i REFEREE I -- ENGLISH I 224 I I l=�. .I►�000' ►O�r�iO 1 I I , J I LOCKERS _ _ I►��i ' � flli, I W113 I - I I I EACH R SOCIAL 5TUDI S �/ 1E }St15IIvtSS I WMN ME)),r RKR M 208 ENGLISH ' ►• __, �] I = CLP_SSROOM 381 lF I3: 228 IEN22fiSHl 214 CS___( - I; AUX GYM { /1..� i 3 - --1— T M T E � E 1 , 7:1111',211117 el ■' 'Will CORRIDOR - _ i H I OHS I - - — — LE ; . .• I III I1 S V I. T E116 STORAGE pFF}'* "'' I 23d I DIL r IL: ITCHEN ,:� _ _ • TEACHHG I 35 I ORK KM. -- Z�.•;j 1 20 r 232 il SHW' LIFE SKILLS Nd • - T / __ --. _ — : 1 * 202 STOR. • k - -- •, ► COMPUTER LAB CIRCULATION = mil 2 olu T ' — — - -' .E,_ Fs i, 1 242 I - 11 ENG ISH 2O0A I r i SL - _ — :OW. - r r NF.0 .' •. - I LIBRARY • -� 200 I — / # REVISIONS DATE I I Il 11 I OFFICEI '- S M -- — I I --- — _ �. UGC -K RMl • • �� 1 oFFIC- r 2 246 N ■ OFFIC:11 j STAIR SCIENOE BUILDING I I c STI 1 STORAX E STORAGE (11-5 ------ — 1I — _ iii Alt 246 I I '� E.I. _ I sro L f AtOR S G • 2 248B , 2 I - • • SP _ I 1 1--r I r-1---1 I I I TIGARD TUALATIN SCHOOL DISTRICT I ' 1 SQ - - - I - - _ - - - 1 1 t I I I I I I I TIGARD HIGH SCHOOL I PRESCHOOL EARLY CHILD I CARE MODERN1ZATIO I I i l l CHILD CARE Toa is II I i I ' � I I I I 90011 �ARDSW DOR97224D i CHILE'CARE I i 714 JOB NO. 16992.00 r-� i 1 �� �w / " 7-------. �� ��/� �1 I ISSUE DATE: June 19, 2018 �S 1� S.S3.21 S7. 1 8 .S9.2iS 1 OSS 117 (S1 2S 141 SCHOOL BASED!SCHOOL BASED ��� �� �� \--_______/\,_.. ...-/ HEALTH CENTERIHEALTH CENTER Jurisdiction Stamp Area E72 E71 CHILD CARE 7O •• RCP COMPOSITE 2 RCP COMPOSITE MAIN LEVEL F-- MAIN LEVEL N0 1132" = I-0" w aci °O PROJECT NORTH N TRUE 0 0 16 ' 32 ' 64 ' „ NORTH ,.._ -a , my filw A8 . 02 a_ f asse i architects CEILING LEGEND 721 NW 9TH Ave, Suite 350 — LINEAR WOOD VENEER (LWV) NK LIGHT FIXTURE, Portland, Oregon 97209 SEE ELECTRICAL T (206) 340 9500 F (206) 340 9519 • 4 FIXED SOUND ABSORPTIVE PANELS(FSP) -- - I . .A CIVIL ENGINEER & LANDSCAPE x Cardno GYPSUM BOARD CEILING (GWB) 6720 SW Macadam Ave Suite 200, [ —:... ; . :- 2X2 ACCESS PANEL Portland, OR 97219 NA N1 T(503)419-2500 N2 (1 _ 1 I 6" FIBER CEMENT PANELS (FCP) OO SPEAKER, SEE AV STRUCTURALENGINEER N G 1 C AC6 C7 Catena Engineers 1500 NE Irving St., Suite 412 pi ~\ i EXPOSED TO STRUCTURE It EXIT SIGN Portland. OR 97232 / 1 T(503)-467-4980 C ; ND N4 I I MECHANICAL ELECTRICAL & / I l i PLUMBING ENGINEER / : 0 CEILING FAN Glumac Portland, OR 97204 \ \ 900 SW Fifth Ave.. Suite 1600 NE / ' > , ; N6 T(503)227-5280, / II FOOD SERVICE CONSULTANT \ 0 Webb Foodservice Design / \ 1 3700 SE Lafayette Ct. I \ `\ Portland, OR 97202 .,. 7 I I h \ N T(503)-236-8566 !, / \ I ACOUSTIC & AV CONSULTANT moi,, I / I N9 The Greenbusch Group \ f1900 W. Nickerson St., Suite 201 / I \ / I IN Seattle. WA 98119 i t /1 - N 1 0 �\ T 206-378-0569 IN11) / i / CONSULTANT / / Construction Focus \ I II e 1k / 7740 Almaden St - —1 >I ,- \ \ \ / 1 S, Eugene, OR 97402 T 541-686-2031 I / 1 / li ,_ / . 7'7"-- , pitii I I i , 1 ��., / / C?�LORNE NfeCONAC CCJ — — — — — _ II / / ! tax ' IT i I; / i ASEA I I I ! 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STAIR 10 STOR. -1 ot-T10-2 W2U11� ins MEN _--, STAIR 11 I . I I L. W204 • N2---- I Sill-1 I ■ll i -' WOMEN I - - — k I WRESTu�IG L W20S ('' SL 1 ' IDF ._.1�uTAIR f� I 214 I, � M� — — — _ I — _ = _ _ —n e = Ii - 1 1 ! 1 iI II ' I ' F L COMPUTER I 1 �— j ; �.,�. - G}�ARHK-.__.. - - I I . PAI TING • DRAWING 11 - T,►► � DIST *,�. lw ©.f S202] _ SN — — — I — I I i _--�-1 i •) '' I CHEMISTRY LAB UCT`ON .1—CORR ��1 323 CHEM.LAB III 11 + gip ��� ~,, S2flOB .�V filL 1 I 1• � - 1 45 1 I� I — I S � TIGARD TUALATIN SCHOOL DISTRICT I I ODD I I 11 I ' 1 AA-4010k1 R 1 CORR — ` L(J +�aRL010L,, � _ S:d�ya1) E J ! 1,� TIGARD HIGH 1S—P) — — — — — — — `a ----1L7 — REP PRE- J LL � J SCIENCE LAB SCIENCE325 LAB SCIENCE LAB SCIENCE LOB FOREIGN SCHOOL Sf ECIAL ED. l l l l l l 329 I 317 1 3i3 J 311 LANGUAGES I _ - _ - - __ — i 307 I MODERNIZATION — — — _. _ - FOREIGN SQ LANGUAGES I I 305 I iDRR rurcti 9000 IGA D,OR. 97224DURHAM D L 00 -J LANGUAGES 303 JOB NO: 16992.00 ISSUE DATE: June 19,2018 i I I I I i I FOREIGN Jurisdiction Stamp Area ! ' I LANGUAGES i i 1 301 I I II I II I I 1 I IIi II I ' , Si S S6 S7. 18 �S9 2fS101S11�) 1��S141 RCP COMPOSITE UPPER AUX RCP COMPOSITE 1 1/32” = 1'-0'. Ill UPPER LEVEL ci w SOUTH co PROJECT NORTH N TRUE r 4/ 1 ago 0 16 ' 32 ' 64 NORTH .. V7 w A8 . 03 bassett! iC 1 , C- 'C6 i architects - CD ( CEILING LEGEND i, 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 NA ON � LINEAR WOOD VENEER(LWV) T (206) 340 9500 F (206) 340 9519 N2 0 LIGHT FIXTURE. SEE ELECTRICAL N3 , • i FIXED SOUND ABSORPTIVE PANELS(FSP) F @ _ � � �' � � � ENGINEER & LANDSCAPE � Gardno C \ N4 - GYPSUM BOARD CEILING (GWB) 6720 SW Macadam Ave Suite 200, ! �,.Ap /\ 2X2 ACCESS PANEL ND Portland, OR 97219 T(503)-419-2500 i II „ CLASSROtASSROOM CD \ STRUCTURAL ENGINEER TID:,�N407 6"FIBER CEMENT PANELS(FCP) 0�O SPEAKER, SEE AV Catena Engineers LN6 I 1500 NE Erving St., Suite 412 N E / \ lJ i Portland. OR 97232 J I EXPOSED TO STRUCTURE Z EMT SIGN T(503)-467-4980 �' CLASSROOM ' .,, CLASSROOM Vii• N2a5 7 1 �p���U/ILII'`'•, �� i ' -' L PLUMBINGIAENGI ENGL INEER & ���%�'�I�� •��•♦ � � CLASSROOM - �, �` !� . �+•• ;` /- N2a4 .4 .r N8 CEILING FAN 900:2,2,75:., '.: . i .�.� ♦ '/, 3- I 900 Suite 1600 ;44,4 4,41,0,4--., 4200B• * r„t. Port , O 04 T 5• j;.;.� COR� / �\ ( *�' CLASSROOM N9 -cI Assiabrx N203 �� FOOD SERVICE CONSULTANT N211 BOY/ - IN 10} Webb Foodservice Design N21 CH /� CLASSROOM I , / GIRLS N214 lir ��ti 4 > -•. N202 - \ �/ 3700 SE Lafayette Ct. N21 `a►/ 1 Portland, OR 97202 \\ IOF .' 7i1\11T(503)-236-8566 \� . 215 �� • LASS ROD i1 r.,4'" v •' '� ACOUSTIC & AV CONSULTANT — —_ I / I _* The Greenbusch Group CA h��►��. 1900 W. Nickerson St., Suite 201 ► �► /. STt� Seattle,WA 98119 CB - - - — • • •Tp T 206 378 0569 ir h��� a it vim: COST CONSULTANT - '' / Construction Focus CC _ -- • _'. J'Alk, - • 740 Almaden StEuge . I ��'�X ��y xx1 _ 3---.-- T 541686-2031402 I I I I. '“ -x' • i . r. - L, . • fiCD - - - - -- 10 C? LORNE'.1icCOSAC I , east 9! r' + 1 I• I 1 @__ —I - ,1 , 1 J • ASEA E,WA / ir..k ..._... .. . , F • iii .7;'-'�i ' - • 1067-M2018 CF . .... - • • • svt41 ' - . . - - _ } SA ENTRY —,-, • R „1] . _ • H i j.,, 1 ! . I- A, • • 1 ! � - f - -_ ._� - `I . _ , SD i _ r _ Le _I [_..i —.— .i SE _. • t-- 1- .- - CL I1 .L_ ._. �' j SF M 1 I - .r\ i1 r __ -1- ` 0 _ .. . , . i I I8 I _--, — i 3 I ••I I I I I I I ):. _ , ---b Pr __ - i 1 i I [� I ',1 r- ! l I' I At\ SL - — - — - — — - I I \ II REVISIONS DATE ISM 4 - I- - I 4 _ — - o 0 0 0 0 0 0 Onn N , . I IN _ — I I I - - - Ai', - -,I • 1 I 1 I I — I-!J N -: - - - - IJ ' . „ . .. ' It so 1 P — j - I--r--{ ,tet I - i F,I I i-fil _ „ _ i : . _ _ _.. _ i. i !I : j 7 _ TIGARD TUALATIN SCHOOL DISTRICT I �I I I � � � i _ _ I' i ___ I I TIGARD HIGH ' I I I I i i; i — 3---i, -7 ,,_ __ __ SCHOOL I I MODERNIZATION I I i !I IL , . I i I I t I • 1 9000DURHAM RD. H I i 1 7 ,.,lliiTIGARD, OR it I ' I a I;III !II I = 1 JOB N0: 16992.00 1= HI 1ISSUE DATE: June 19, 2018 \ 7"-----\. .."----N, ,------,/-7---;-, ( SI� • S:S3.21 S5 S6 S7. 18 +,`S9.2�S 10rS 1 1) {S1 2 S 14) Jurisdiction Stamp Area H L - y� \ 1 \_______Y\_\-,. �i -,4. RCP COMPOSITE UPPER LEVEL I H 1/32" = 1'-0" _ RCP COMPOSITE w UPPER LEVEL codi NORTH PROJECT NORTH N TRUE 0 '. .741 NORTH �`� 0 16 ' 321 64 ' �► � w A8 . 04 I~ c� CL „ ,„ .- .- , 400; ,, N7 ,, , 400p bassctti/ C 1 2 C3 \ C4 architects \ ♦ �, N6 A , ,; ' �. CEILING LEGEND ii 721 NW 9TH Ave, Suite 350 ip `` /, CE a LINEAR WOOD VENEER(LWV) _la o LIGHT FIXTURE. SEE ELECTRICAL Portland, Oregon 97209 4441114/4#/440* o � T (206) 340 9500 F (206) 340 9519 iir +� I FIXED SOUND ABSORPTIVE PANELS(FSP) __ --' �.� CIVIL ENGINEER & LANDSCAPE sip.--Rivist ar GYPSUM BOARD CEILING (GWB) ` 2X2 ACCESS PANEL Cardno ` 0 6720 SW Macadam Ave Suite 200, .�� 4*_e0. ,4w4vio.,. �o�nd, O�R29�,9 1AT 41* 440441f07 � 6”FIBER CEMENT PANELS(FCP) �O SPEAKER. SEE AV A3.22 STRUCTURAL ENGINEER F. A�- o Catena Engineers ' 141111W , Z. EXIT SIGN ` EXPOSED TO STRUCTURE 1500 NE Irving St., Suite 412 ` PPP' AP A ® ril Portland OR 97232 ��, ,Ir 1W . 4,102- F \ f. l � I N� � T(503)-467980 '' . */ CEILING FAN MECHANICAL ELECTRICAL & PLUMBING ENGINEER , . Ali...Np NN 1 •� Glumac SAAPto 900 SW Fifth Ave., Suite 1600 Sr 97204 *AIIP/ `�� T(503)-227-5280 / 411‘. , Al� / `i tom_ �/ FOOD SERVICE CONSULTANT *v1,$ `... mss 24W Webb Foodservice Design �'� � � O 3700 SE Lafayette Ct.`� Portland. OR 97202 ICOMMONkr*, � T(503)-236-8566 ALCOVENtp `��. Ak O ACOUSTIC &AV CONSULTANT W105B -,,,4444!%,,_ A5.56 E //:/ ,///' �, � o The Greenbusch Group 1900 W. Nickerson St.,Suite 201 444A1 ��, '' I ! Seattle,WA 98119 i / GWB 1 ` r T 206-378-0569 rl 11'-0" OPEN TO ABOVE \ _I I . % %%4` COST CONSULTANT gar / - / ` Construction Focus 1 4 `� 41111P411101W _ 740 Almaden St. %SP Eugene, OR 97402 41000 \ T 541$86-2Q31 o. CA ; 0 , 25 , _ STORAGE �` `` ;,, % r \ / A5.31 N A I W105A -` #1,4 14114. , �- , , OPEN TO STRUCTURE / /,- O��, IR 01 // ,:4:-,, . lep A* 4.:14.176: 'e N1 &LORNE rifcCONA I \ '4111 % -. eei' ,. ,, / G. :' \ .*•4t1041,41/440%,„4,44,44, /.4. _ ,.., „ _ e__ 0 • , (CB;I- - I 1 ASEA WA \N______/ . k-11.0 .,,"NII*A -.,_ eirity e 1 OT ?BT _ L \ I _ TOO ! OPEN TO ABOVE 71e4WNZAN��� ` I 0 / 18 . IA iNif WA, / pkirr ' STANG // W106A �►AR.-TNI / 1\16.. // ! /2\ 1 1 AF 4.21 A - i _ aWati I r 414 I - - • , \ r 1 -A5. 1 = E'112 I 2 i i . �/ CC ' A '_, Er i _ ( ND) ACP-1 -- , �O1MS�ELNG = C . 4iith D T ENT. 1 • H:! E 111 ACP 1 , I . 1, `/#3.2 . -- - I I OF'ICF ' 10 J 1 i I ' 10-0" FSA bVF_. E� a o I - II E11a ACP1 ��TiI�G L ��\ 9�„ `� [ F1, L;--il 0ftCD - --- - -- - - - - - - - -- -- - A#211 REVISIONS DATE OPEN TO ABOVE/ 1'-1 I --- - 1 l0 2A3.22 N `� 3 i N � A P-1 — -- CE Aa.is IFLEXOF ICE °�• -11 ATING NN , /c72--):,- 71 — E1 ._ E20 i- 1 1 i i ACP-1 ` ■IACP-1 = c 1 E 1 ELEC 1 11'-0N C''-0"� _ OFFICE 9� ' I v E2 W107 COMMONS —0E-Ft - - - - I E1C2 I I ii_ 5 I_ .._ . W105 ! �E-1gg� � JI As.51 S2 T g4121 1 t I� Jol STOR. rOFF ICE AGFA I E12 39 s �= I W102A l I E107 s'�' ._ _ A4.15 10'.x' E A¢P-1 _ - • OFF E r �� TIGARD TUALATIN SCHOOL DISTRICT C E 1 •np► r- �� � ��� - � RAB-N-GO -- -- - � Af�p-1 f F� I _ � �, R I� -- W1o6 cY�r „ • W101A I ;I TIGARD HIGH - - mI _ SS .iF SCHOOL E ,2GWB-, - Abk9-0„ A I Urric- OFFICE -E106A _ E104 . MODERNIZATIONI �C0P I A4.21 I GWB-1 -- I I 90TfGAR0D SWDDUOR. 972RHAM 24RD. 9'-0,� .— I cc K r BOYS 1 s m 111 JOB NO: 16992.00 ii 4 _ (5.59 W1 D1 G 1 W103 A4.22 — I CANTER — k7 L ISSUE DATE: E June 19, 2018 E1 L� r V Jurisdiction Stamp Area CF - �.� f R - I ACI L1 GwB 1 GIRLS 1s 9'4' W104 -Ci -_ -r A5.61 InI ni II P �, , � �� __ doRwdoR RCP M - E1OOf� S2 S3 C AIN LEVEL — —Ak 'I ml A�18 � A4.18 .1C'' 1 -0 1® 1 - I— AREA N1 CD I A4.18 I; L ,_, . - Triv L._=, . E - W �; a 8 7 f -3 -0� RCP MAIN LEVEL AREA N 1 WEST L)- ! i_._ 00 SA f C1-1\)----1- -7 ,--. �� _. _ . - - \ ,,5.6::) (k5.5 ao A — — PROJECT NORTH N TRUE CC cv , �" .,.,, .. „ 41 �— — - -• "-- ' r C NORTH C ��_Si , S8 S9 ; S9.c .S1 S 1 1 --- S 12, fs., s14 0 4 ' 8 ' 16 ' ______FII RCP MAIN LEVEL — AREA N13 3_ Ci- i-f3 ,,,___x_f _ _ ►� w ct A8 . 11 118" = 1'-0° z ., I` I D o q 11/'1 -� .-, N1 (NBI � N2� CEILING LEGEND bassett/ I t:, \ archi LINEAR WOOD VENEER(LWV) _=. 0 LIGHT FIXTURE. SEE ELECTRICAL 111911 721 NW 9TH , Suite / // / /i /i ;: :: V350 / / // , •♦� FIEDNDBS(FSP) •—• @/ / I . F (206) 340 951r r/ GPSOAD 2X2 ACCESS PANEL\ N3 & LANDSCAPE� \ ardno ‘ 1(4.--& / He% '02 1 i 6" FIBER CEMENT PANELS(FCR) �O SPEAKER. SEE AV 6720 SW Macadam Ave Suite 200, �/ © Portland, OR 97219 / V 7411, . N4 T(503)419-2500 Alk /ie1 -.-- / ,� \ EXPOSED TO STRUCTURE EXIT SIGNSTRUCTURAL 4r. C i (6--- Catena Engineers GINEER V /4 • 4 y� 1500 NE Irving St., Suite 412 fri� jil%‘ Portland, OR 97232 ` CEILING FAN T(503)-467-4980R97ND ' / '/ Ni‘ � � PLEUMBINIGAENG NEERICAL & \ ` Glumac � / �� 900 SW Fifth Ave., Suite 1600 4' 441P4zeti& N 5 • Portland, OR 97204 , ' T 503 -227-5280 441°444.411 FOOD SERVICE CONSULTANT ./44% WebbFoodservice Design 3700SE Lafayette Ct. Portland OR 97202 ` P /%1 (411.9‘04) #4,// T(503)-236-8566 ACOUSTIC &AV CONSULTANT , ` •44..kg, •• <,, ,i: 44rwkrwAly 1 � �dll 4t- The Greenbusch Group r E • ;� `�\ 1900 W. Nickerson St., Suite 201 . , *** , Seattle,WA 98119 �{ '�• T 206-376-0569 1 J ,�D 4,— i 0 7 �., COST CONSULTANT . ‘I I A p 4 ..1114/4 , &4 4 # tw % Construction Focus TOIL4* ♦ ►, , \ - 740 Almaden St ♦ � 4t1P Eugene, OR 97402 If / 107E ` 76 , .`\/ T 541-686-2031 • * �w�1 O �./i ♦ ** Vter, �-. **Plirjr.. C � IDF ® ♦ .�. � %. 411.k W&p a� w OF lir . ♦ y' 1 / 1, *`I 8 7 /W � -011% 7V � <ei 'tet 07 Fl . „,..........,......,..4....., ��,������,�0� i 10TB • o .`. a Y" i� OPEN TO ' ♦ tr �'i ft#V4,4 / ` .. �`� C. EAR'Y£M�CDNAC 4 ����,�, ' �� STRUCTURE /WVII7 ®4 ��• ♦ .. , • ease t�I ELEC 1747 ♦ 07 dr4ili �0 ` ilt41,4V1V - ' ��� N1 �4i ,� ♦ l �`� SEA EWA Att.t,„44114,4041tik r' . # / TOILET W �a1 ,7a"'�t-, . # 'W N 1 1 5 '"?ti_DRM•155 4414** .... .:.. . 0 /2 18�'�����'` �• �riN444114444 • #441%* OILET OILET ♦* .4t4 Cs.- z.IVAW- 11 `` �\ 411PP4* % ,. v.4:=��a� � OPEN TO C 1 N116 N117 OILET ' �� 400` STRUCTURE it:N" t. / VOSS#S, . . / i : p f . \��� : , 1 \ N118 � ' 0' ,, .4441;:' t'-,/ .* e , AI* # ,, r * %I OPEN TO �L �' STRUCTURE *. tkt,,t �� 44 ,'� �- � ` OFFICE GwB-1 �CUSTODIAL N110 i **W � 0.44 ' l - - , BOYS GWB-1 �- 4//vii., \ ��•� � N111 CUSTODIAL 4k1L," 2 • N113 I kk4.15 GIRLS ELEVATOR 'V' N 112 f MACHINE ROS ' N114 , D- TO OPEN To ,t% ` '• LEV 01 -• , W4410* STRUCTURE �� .\ EL 01- GWB-1 TOI* LET N%, '`!. / 2 —r Al OFFICE C-----?9-° W108E � P11*- W108C ipi /. 41011. :.7 % fiLof C * , i. ■ EZER1 W108H • Wim:. 1 ADDENDUM 4130118 i, AREVONS DATE 0 /-► O \. /' 'N'N. / l(IT HEN e I\ 1 1 A415 _F21 Alk 1 •_ L 5 I CA -- �/ A4.21 � .'14.21 S1 E1 I E2 S2 CB - _ - I __1_ - - - - - - , - - TIGARD TUALATIN SCHOOL DISTRICT I - TIGARD HIGH /,cP-'_► MAIN GYM ` SCHOOL �'� '7 W102 . .. _ SERVING MODERNIZATION W108A A A I GWB-1 9000 SW DURHAM RD. C9'-0" TIGARD. OR 97224 JOB NO 16992.00 2 , I ISSUE DATE June 19, 2018 A4.21 — - — — — — — _ - ,1 Jurisdiction Stamp Area m • II I 1 - 1 1 ; f— 1 r 1 1 i 1 S RCP MAIN LEVEL - �S7 1 SSS ; S9.2 S1 0 1-- AREA N2 ,_ 0 RCP MAIN LEVEL - AREA N2 w 0 118" = 1'-0" CO Lo 6 co PROJECT NORTH N TRUE r 2 Q N NORTH � 0 4 ' 8 ' 16 ' �� �,1 T _ _ lip ►40 w AS . 12 Ilk �,` A3.21 �. CEILING LEGEND L.L /// / 101!"f,„,p, 4 ---4 ........ ._. __ bassett,' (i,N? LINEAR WOOD VENEER(LWv) o LIGHT FIXTURE. SEE ELECTRICAL architects FIXED SOUND ABSORPTIVE PANELS(FSP) g) @' ''! C2 • C3 1*. C4 C6 C7 II - I721 NW 9TH Ave, Suite 350 J Poland, Oregon 97209 \ GYPSUM BOARD CEILING (GWB) (206) 340 9500 F (206) 340 9519 ; ( ) 2X2 ACCESS PANEL i NC � (N8') 6" FIBER CEMENT PANELS(FCP) OO SPEAKER SEE AV CIVIL ENGINEER & LANDSCAPE , , • � Cardno • 4 ppAilip%/iiii. * / / 6720 SW Macadam Ave Suite 200. 9'-0. EXPOSED TO STRUCTURE EXIT SIGN Portland, OR 97219 G 4110:1(Zt . T(503)-419-2500 WA441111 �N DAlp' ♦ 9'-r' / �` % . STRUCTURAL ENGINEER CEILING FAN ``� 40 , ., Catena Engineers ♦ ® / - ' 1500 NE Irving St., Suite 412 • of -; Portland, OR 97232 t ` � � T(503)467�980 /4• 4P* � 4��� ��`�Iri '\ N9 MECHANICAL ELECTRICAL & � Air \ PLUMBING ENGINEER 111111111, 1410 ' \ Glumac ' 1 900 SW Fifth Ave., Suite 1600 -..,. 4440%.*„411"11111111114GWB-1' Nip,4 ils.. Portland, OR 97204 T(503)-227-5280 9-2" '' 4 1 • • FOOD SERVICE CONSULTANT / IP '*lir / 0140Webb Foodservice Desi n 9 • Vpop 4 IDF r' 3700 SE Lafayette Ct. (NE) N2159. .� 4 IN 1 0) Portland,OR 97202 /\ GAG-1 \--_____--/ T(503)-236.8566 11%1104,4440, ��I /"/1:2' Alp ACOUSTIC &AV CONSULTANT ` ©i The Greenbusch Group FCP \ 7/111 �� 1900W. 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A4.21 00.+40+0♦010.100••0•+♦ 0♦40..•+.!-.♦0100.-0,40 •i+4446•.+•+00460+♦+046••4046+•40464046+• / •.•••,•i.i♦+•• ♦,♦•..****4�i46•••.♦46♦••46♦♦*♦♦•♦•• CC - - - ._ - - L - _- I - - - - - - • .♦.♦.♦•♦•..*♦♦♦•40*♦♦.•••.i•♦•♦******461♦♦♦♦46♦♦♦•♦4 +1•+: N B N1 bassett! architects CEILING LEGEND � 17 N2 � 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 LINEAR WOOD VENEER(LWV) o LIGHT FIXTURE. ELECTRICAL CIVIL ENGINEER & LANDSCAPE �.�. FIXED SOUND ABSORPTIVE PANELS(FSP) -L CD Cardno / "IN\ ,� x 6720 SW Macadam Ave Suite 200, Portland, OR 97219 NC % 44P. , (�/N3 ) L GYPSUM BOARD CEILING(GWB) T(503)-419-2500 �.444(p � 2X2 ACCESS PANEL / (id STRUCTURAL ENGINEER \F. /L I 6" FIBER CEMENT PANELS(FCP) GO SPEAKER SEE AV Catena Engineers 1500 NE Irving St., Suite 412 111 Portland,OR 97232 / / ..4.4 T(503)-467-4980 TV Z j N D a / EXPOSED TO STRUCTUREEXIT SIGN NV W 4 I MECHANICAL ELECTRICAL & PLUMBING ENGINEER f * ��/ W. 4 //-1 Glumac *V/ t N4 �/ Ae-- CEILING FAN 900 SW Fifth Ave.,Suite 1600 c • \ ♦ d/ 1 T(503)-227-5280 04 / f.44p ♦ �` FOOD SERVICE CONSULTANT "It* GWB-. ♦ Webb Foodservice Design ♦ 3700 SE Lafa ette Ct. ' 9-2 *Slip Y�• 40111 ♦ \*/*i Portland, OR 97202 �' ' _,»� ♦ k. . 7 W. *Aptil T(503)-236-8566 / 41.4) W,Ab*, W Mg ® �� ACOUSTIC &AV CONSULTANT 4 V., W4140W../ ♦ / The Greenbusch Group ♦ 1900 W. Nickerson St.,Suite 201 • Seattle,WA 98.19 �• •♦ .4114�• � • T 206-378-0569 411** 4,/' C9.-2;) % Alp 1P ;„, ° �` / � • ..1* GWB-� ♦ COST CONSULTANT �♦ • - 4P.a4 41 : ♦ ® a Construction Focus • � •. • • �, 740 Almaden S#. i / A V/. # A. ..* 4 ♦ r�� , Eugene,OR 97402 FCP ♦ �� /"...; T 541-686-2031 Nt '.1 41/0 / * **at %IlitA 1 . .4 /4* * I *21* .% HlW • 1* 1W ffINII*A S 4 6 " // #4,4,.--„ N 6 �. t to>�rrr�ox�c ��0- 4111* • • ` . • .ase 1 ` ♦ // N7 ! , .-6,,_.1. to ,if:)* V.. 91-2"0 411* 411t V% 732.:,:_)♦.. dittilt • teiAl SEA EWA VINO* W. **p OA 14 /. 141 I I PA" Li I 1%P4 ... // '•-•t,...•4..-.:-. .*),. ,, • • ' FOW2013 W*.w .. ®*t. 0...W1...1I!17*/*,l.O/i4 i,,o4. I/N 0 #. 4 .. At, • ..4., t4t.• pWiOp,7*t*S4oV1,•i t. - Ai1*r#t4ie4.ftir.NIII•4*W4..,G4n40!11,‘WVI,fP/,WAW9A':4.64• ' 41w1ip/A,awWWt.i.*14P 6441b #GWB-"447.4*&W# 1P4 .-..,4_, ate\ so . \ ` • Wil 14 i z R ® , • w/.E4414*° •7.•i,A•414#k 4 \ - .,7)41p 1 10B . W.. 4/1 W,Sk** _ ,411141,4140 .4, .. '--- stssst. . if4OW v 4110p, •,, *A,* 4„ w • . #4ebi.`*410 •41 //:' --%""9„...." W. ��` �?t*NSa0 4::' . GZ! � rbAL 0 i<®lip ` 41ra' s '. 1 GWB 1 • A<74 -47 ,440 i N so, .4 t itii - 41' 9'-2" 1 **4Stio *# Ws .7 r * ��� //Boyse' ♦ 40ff �, ff 1GWB1 4 9,-a„ "4 W„Al" aS< 41tatil ,'Shp ! S. OPEN T \ 411SIP' 41* fit 411410` <<�•�� •�� / STRUCTURE 'IV* �® <`\a���`���„s GIRLS MECH *44., ` , N214 ' N213 I A Ahp' 1W GWB-1 / , , .„ . nor . O j OF • �� 1 / LoTa_ 1 • •• / 'T \ .;;;, / � • � REVISIONS DATE ,, / STRUCTURE � • 0. 1R1 • • N 6 MP :-,/ . /ELEC s \ (j N216 • , 21IrN1 r PER COMMONS N200C 1 S1 El � , E2 q CA , - -- - 0 A4.21 - 'C1 • 3'1 • - TIGARD TUALATIN SCHOOL DISTRICT 1 — — , , 0 TIGARD HIGH - . SCHLCB } . E____. - — — — • A5.59 • MODERNIZAT1OFs . . ___ _ ___-- 7— ______ . _ 1 . 0 MN - I • • I 9000 SW DURHAM RD. -I • TIGARD. OR. 97224 - I I +— _______, — i I i JOB NO: 16992.00 1ISSUE DATE June 1 018 ••lOW 9, 2 ••••+ Jurisdiction Stamp Area • •���� I 1 - _ I I •• •• • •••• • i i , 1 2 i • , • A4.21 • 1 CC - - - - - - 9'-6' I • • • • • RCP UPPER LEVEL 57. 1 SS S9.2 (S10) w - AREA N2 Co cn Lo op RCP UPPER LEVEL AREA N2 ' � - �_ T- 1 ( 6 ) _ PROJECT NORTH N TRUE 1 NORTH i \ 0 4 ' 8 ' 16 ' �� � ` civ 118" = 1'-0" - _ 'IF P� w /8 . 22 ,._ bassett! CEILING LEGEND architects LINEAR WOOD VENEER(LWV) o 721 NW 9TH Ave, Suite 350 1911 LIGHT FIXTURE. SEE ELECTRICAL Portland Oregon 97209Suite T (206) 340 9500 F (206) 340 9519 IWdFIXED SOUND ABSORPTIVE PANELS(FSP) -- 10.) CIVIL ENGINEER & LANDSCAPE GYPSUM BOARD CEILING(GWB) A 2X2 ACCESS PANEL Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 6 6C © 6" FIBER CEMENT PANELS(FCP) OO SPEAKER. SEE AV T(503)419-2500 A6.25 \ C2 �� A4.18 r STRUCTURAL ENGINEER I Catena ers I EXPOSED TO STRUCTURE Z EXIT SIGN 500 NE Irving Ste Sue 412 Portland, OR 97232 I I I - 1-HR HORIZONTAL I T(503)-467-4980 / SHAFT -y CEILING FAN MECHANICAL ELECTRICAL & (Sk�-� a _ ._ .1 • PLUMBING NG E G EER ' ' 7I li. i, Glumac I7: ATO - 900 SW Fifth Ave., Suite 1600 • Portland OR 97204 STAIR 04 T(503)-227-5280 STa4-1 I:' . . .I - FOOD SERVICE CONSULTANT © _ I I ! 1 M������ �������• Webb Foodservice Design . .... 13700 SE Lafayette Ct. I i Portland, OR 97202 9 T(503) 236-8566 IACP-1 ACOUSTIC & AV CONSULTANT 1Q'-o° The Greenbusch Group _ 1900 W. Nickerson St., Suite 201 SB — — — I • _ . . - Seattle,WA- 98119 / � ,� - _� f� 4r�'- T 2Q6-378-0569 I L COST CONSULTANT HUI'--1 HUI'-1 !: )(1" f," Construction Focus 740 Almaden St Eugene, OR 97402 T 541-686-2031 j [ STORAGE I W003A I ° OPEN TO STRUCTURE r /� C9 LORNE McCO AC r erase . 91 n A4.19 1 AA4-25 I t SEA 1 (.WA 1 r=11-- • ii 14 -i) (SC 1 ! -- - 7.- - - - - �- - a O - I u TOILET \__. I , I � I � W004C I ER LOCKER 4'�00�A '- GWB-1 r . - _ . -. - - . - - _, , . . . . ,_ . . - - .. . . . , .. . . _ . . . .. . . . .- . . let ACP- WUU4ti 10'-0" �+���p SD _ - - – — .y--�y� —.�,+ter T. _____ - - _ � .��� - - c�- -- .,. - e e• - r -_-_. _ - _. -_. -1 oI oI. - GVVB-1 - -- ' ` - - _ . - - - -- - ._ .- ID 0 y V-V 10'9.7 . - - I I - - I I - - I - I I__ __ m il I I ` ' ' ' ! I -- -I 0 1 � \ 0 � , 1 / 1 / *SE - ;. - - I - 1 i - - - 1 � _ 1 1 W _ 1=i . 1 1 1 1 \ / 11 e I I I ( i ( t j ___ I I I I !I L — — J L - - _ - 1:ORR GIRLS LOCKERS I AUX GYM d000A W004 W005 GWB-1 : I I TIri - - - - _ r — � AQP-1 SF – - — - - _ _ - - I I - _ _ - _ - . . - - p # REVISIONS DATE : . IN 2 I _ PROJECTION SCREEN OPEN TO / STRUCTURE A4.1 i i —� l' ; m r - - - 1 r• - t• J- 1 ,e� E1 1 I 1 i ! 1 _ �' ® - E2 u -inu 1_ ___I �4.2� �yL II ! cJ ,I I I . 1 1 ) � 1 e I � - - . . , S2 I // \1 /I 11 i 1I I I I . . SG - - - r 1 1 - - - - -� - - • �-- rri TIGARD TUALATIN SCHOOL DISTRICT r / 1 / 1 1 B / Y 1 / v 1 GW&1 GWB-1 GWB-1 i 1Q'-0" oQ'-0' 10' T1GARD HIGH , 1 I, , , 1 ) r, I. I li- 1 - 1 ' I ' SCHOOL 1 . i 1 , I I I TEAMLOCKER MODERNIZATIOI — - -._ : . . I W004G - - . . .0--- — - — UNIFORM . STORAGE ' I . I "�, 9000 SW DURHAM OR. 972249.. �� I 1M006 — OPEN TO - • • - Aa.16 . STRUCTURE . JOB NO: 16992.00 fl _ - , _ ISSUE DATE: 2018 TII, --It.*0�110 0rigiFiRFORFORMIM ---- rim Stamp AreaJune 19, II I I ! ! r Es 3 S3.2 S4 S5� �S6� S�S7 1 S8 E9� S9.2 (S10) RCP LOWER LEVEL RCP LOWER LEVEL — AREA S1 I--- — AREA S1 co 0 118° = 1'-0" W Cn Q co PROJECT NORTH N TRUE 2 a / \ NORTH r� G =' 0 4 ' 8 ' 16 ' �� *31w ,...,.....„ AS .41 CL CEILING LEGEND bassett! architects L 11 LINEAR WOOD VENEER (LWV) o LIGHT FIXTURE. SEE ELECTRICAL 1 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 MI FIXED SOUND ABSORPTIVE PANELS(FSP) -- T (206) 340 9500 F (206) 340 9519 x GYPSUM BOARD CEILING (GWB) 2X2 ACCESS PANEL CIVIL ENGINEER & LANDSCAPE Cardno 4 6"FIBER CEMENT PANELS(FCP) Go SPEAKER. SEE AV 6720 SW Macadam Ave Suite 200, 972 - - -, 4.16 ! T(503)-419-2500 19 __• - II - - - - 1 1 I- _ - - 1 r - ii • - ti = . I EXPOSED TO STRUCTURE EXIT SIGN STRUCTURAL ENGINEER _.., .; ._.. ..�T R. a . .... _.,, . _. � ] � Lii :. - Catena Engineers I U I >' ‘,„. 1500 NE Irving St., Suite 412 STAIR' 11 I SHWR GWWB-1 TOILETS IOvy I - - - CEILING FAN Portland, OR 97232 ST1 I I WOO7F j 14'-0" W007D 4 007 • I GWB-1 MEN T(503)-467-4980 rj ... - _T a GWB-2 GWB-1 CORK C9'47)# W014 MECHANICAL ELECTRICAL & L _ TEAM LOCKER GWB-1 - PLUMBING ENGINEER I -- a 1Q-o 10,x„ 'l - I 'N000A W007G �, 1 r-_., Glumac =III - 4 ii Ft 900 SW Fifth Ave., Suite 1600 - i Portland, OR 97204 ^ GWB-1 A3.21 T(503)-227-5280 / , 0 i 11 ---; il 9'-0., WOMEN W013 FOOD SERVICE CONSULTANT • 1i 3 1 Webb Foodservice Design �+ 3700 SE Lafayette Ct. I S L - - - - - GWB-1 - ---- -- -- - I A4.19 1 = TEAM L KER to m i Portland, OR 97202 O( : L OPEN TO T(503)-236-8566 WDa GWB 1 I N I I STRUCTURE X0'-0' I IPAINTED ACOUSTIC &AV CONSULTANT = STAIR 04 I I The Greenbusch Group .I I STO4-01 I ' I 1900 W. Nickerson St., Suite 201 1 BOYS LOCKERS G o 01 PE TEACHERS -- - - A4.17 W007A Seattle, WA 98119 W007 ACP-1 r- i--- . f T 206-378-0569 1 rpi GWB-1 �U o�� I I \� 1 COST CONSULTANT TEAM LOCKER 10'-0° 4 3 I I / A4.20 Construction Focus ® I I I / 740 A4maden 5t. W007J I I I Eugene, OR 97402 - 1 sun r - J - _ ,,,____C T 541-686-2031 SM , I — — — — — — � �, ACP_, �� E I c0RR 9'-0,�7.0 !'IFFICE ' + 1 W� ® raa2P, - CLOR'rrar �con�c CERAMICS 1.) ® S002 •ease 9t - -�1 - = ELEC. , S001 SEA r E.WA - .i /E Iii � I— ��,� OPEN Ti STRUCTURESI STORAGE � �a SOO2B 0 i2 18 AC P-1 BOILER ROOM TRAINING Em.�" W010 DRY TEAM DRY TEAM WU11 I - ROOM 1 ROOM 2 I i MI ME TIGTOO, M OPEN TO I111 I n n 11- 1-e., N - 'I i - - ACF-1. - - - -- - -... - = - w009 wQas I- - J. --111— - - - 1'•2� f}� _ / STRUCTURE - f ti 1 0e4 yo„ 01 CORR I I SOGOB 1 iO 1 • © • M. �3 I r I1A 4.23 � - -yre�- 1 . -le ----EiVVII-1 t /10._ _ __. __ __ ... IlL �a'-0,� �1 : A GWB-1 Till j J C9'-2" • I . 9'_2" . IM4 • I 1 1 I -CLEA,IURn�nn _-- —- IENG NEERlNG -- -- E S00? S0G4A 1I S&04 • jII AUTpSHOP I .I - ACP•1 ACP-1 I „- ak C9'-(_!') wr ' _ r. � ® II I Ix)07 III ACP-' - A4.17 41550 I I � ' _7 . A,,, ,,.. .,___ ,____. .._ .. - E. . A ___ REVISIONS DATE 11 L 7 i---- --iiiii . _fi--,t4- [:-._ ____ . : - CORP SOOOR qW> - N N2 � N1, LI . � . 1 . , ,. , 1, , , , - • S1 El E2 I COMPRESSOR ROOM _ (7-) 4 I I' II .1] . SOO6A O A4.23 10 TIGARD TUALATIN SCHOOL DISTRICT 7 t_ . • IS—C- .p.�, (•4 TIGARDHIGH STORAGE I ! SCHOOL SOO5B I ,! MODERNIZATION I HEAVY MAKER CLEAN MAKER STORAGE SPACE '� SPACE l I j S006 I S005 J 1 SOO5A STORAGE I i 9000 SW DURHAM RD. S005C TIGARD, OR. 97224 /- I � I 7 -- OPEN TO STRUCTURE — J I i I JOB NO: 16992.00 OPEN TO STRUCTURE ' ? I ISSUE DATE: June 19, 2018 1 / 1 I Jurisdiction Stamp Area f i I ELECTRICAL / .-- CLOSET , I I JN121 ' I ■ I i I RCP LOWER LEVEL , , s4 ' s5\ , � - AREA S2 s7Q S2 SS3.2 S7.1 S8 r_-_, , S9 S9.2 (S10) (S11) (S1 2) W 66 Co SV °DPROJECT NORTH N TRUE // cy 0 4 ' 8 ' 16 ' NORTH S 11::co RCP LOWER LEVEL - AREA S2 LJJ A8 .42 (4-- _y 1/8" = 1-0" CL CEILING LEGEND /Jas,s'6'tt/ .1 LINEAR WOOD VENEER(L11VV) o LIGHT FIXTURE. SEE ELECTRICAL architects 1 FIXED SOUND ABSORPTIVE PANELS(FSP) - -- J QD I Nr r X 721 NW 9TH Ave, Suite 350 @ /C2GYPSUM BOARD CEILING (GWB) Portland, Oregon 97209 r . 2X2 ACCESS PANEL T (206) 340 9500 F (206) 340 9519 6 ! A3.21 ii 6" FiBER CEMENT PANELS(FCP) OO SPEAKER. SEE AV I . i CIVIL ENGINEER & LANDSCAPE I 1 Cardno EXPOSED TO STRUCTURE EXIT SIGN 6720 SW Macadam Ave Suite 200, 11A _ j jI Portland. OR 97219 v - ` I - 16 \ • T(503)-419-2500 j •• 1 I, - �- I j 6 n , w .".1A5_ CEILING FAN STRUCTURAL ENGINEER ••••••••••••••••••••••••••• ' •'•••• Catena Engineers �i� _ .- r�_1 1500 NE Irving St., Suite 412 I. I -'.704' rr,, / � Portland, OR 97232 I! -�I !I T._ � ' r y 1-HRGWB�CEILING ATI i 0-) �-+ �� ACF-1 . _. • :Eli) i C 2 r,3 T(503)-467-4980 h I STAIR LANDING ABOVE 0 I CORK 1a I / . MECHANICAL ELECTRICAL & -' S m -� - S j PLUMBING ENGINEER W10113 i I I -*iu •.:� GlumacJ.2� 1 _ I 1 i L ; .-.);,_'.' --. I Fink 5.63 %� II �� I I 900 SW Fifth Ave., Suite 1600 (1 )-. pp ,+ ii ' 1 T - - - - - - i_ : _ - 20 CH t I Portland, OR 97204 f I - - I • - A5.63 T(503)-227-5280 . 11 All . : iL-JII `�I A5.641 i' 1 FOOD SERVICE CONSULTANT 1 [ IDF P •I Webb Foodservice Design _. , I I-0' ACP-1 ® I �r C I wimp ��_ Port andE, OR 97202 t. All 1 - _ �0 C S OMS -1,_ _ I ..� © _ �••••••• •••••••• T(503)-236-8566 -- • i A3.22 �A111 - CUSTODIAL OPEN TO - - - - , ; : _ ACOUSTIC & AV CONSULTANT _.. �z, _._ - _ I 1 W109� STRUCTURE = The Greenbusch Group -. e C 'I % 1900 W. Nickerson St.. Suite 201 ii rilr,II ler T 206-380569Seattle, WA 119 W10• �� �1�, MIEN �}fy qg6 C� COST CONSULTANT W115 n1 �+ I S B ., :., - '.! •. 4a. , 1, - S B . - - 740 structi sn FOCUS -� ,� ------- - -- g-0 GWB-1 GWB 1 E t. AFE 1 STO 9�_0" 9'-0") p_l . GWB-1ICEugene, OR 97402 ' g'-0.. W111 C d` T 541-686-2031 TOILET l _ i- 9'-0" I W112A j I W113A - HEikLTH • x' 01 WOMENn . 1 `� °D;11? W116 OPEN TO _ C� LOR'VI:!�[�O\AC j -E STRUCTURE -' ease 9l 'i.:11, W' 11 B SCP=I CC NF , STORAGE i I I �-- 1 W 114 • . Ivt i 1 REFEREE 1 ; ii 1 I ASEA >E,WA , C SACH LOCKERS , _ ♦•• AI _ ••a•.#s•..........•••••♦••❖•❖.•#•+••••.•.�+• ACF 1 LOCKERS _ A4.19 .19 0 srp`rp`a`a°s`i°•i0+°sio. ?ii+`pi`i•;sOO• y., W112 + • 1 - i►Dai000isi'0•°i°i+0a`Oa•• •�i°•�isOr` W113 1 - 1 1 - A4.1 B +i+r+r+i+r+r+s•Q#Q+s++••�++i+•+Qi+a+a+# • 9'-0" • A.P-1 0 12 1 B • a+••ai•i•• ••iirrrir GWB-1 GWB-1 A4.25 - A4.25 (-1'-0' *&- i , . ..,..•••••••• ••ri••rr••••••••+•••aai •••••••••••••••••••••......Ate . iiirririr+••••••.a••iii♦ • iiiiir ••r• 11_ . Iri 0 { SC •O++DO•+O•••pOOQO+•+Oa`a+Oa++++`si`i`i`ii`r `+ i•O , { I _ ••••••• • ••.:••• ••••••••••••••••••••• **V.**.••;•;•.....• © © STORAGE :❖:❖:❖:❖:`:`:❖:`:❖:❖:❖i+:❖:••••••••:°•••••• i`:❖••• 1� GWB-1 - W202A ••♦••♦#aai•iaiiiiiiiiirrrrr•r•••a•aa r#r - •S:10:4•:••••:•:•:•:•:•:••••:•:•:+:44.:•:•:•:•:•"••••:•:•:•:• •• ••• ••• `a•••r•#•O 11'-6" • ##iiiiiiiiiiiiiirrr••••••••+#.aa•iis SSD _ v.v..?*A•:; CEILING LEGEND bassett! 6 architects 1 1 A3.21 I LINEAR WOOD VENEER(LVW) o LIGHT FIXTURE. SEE ELECTRICAL 721 NW 9TH Ave, Suite 350 ' Ili 1 +'+DO''O+'O+''+'+'O+'+'O+',+„+.�+++.0�•i`i.+..++♦ii..♦i♦i•`i• I ��iX • :+�+0�+`� ����►+1� � . FIXED SOUND ABSORPTIVE PANELS(FSP) - - Portland, Oregon 97209 . . ... .,J .•+OQ++•+�+�+�+Q•++gyp+p�++ I I i x T (206) 340 9500 F (206) 340 9519 ASH •`'+ I1 1 - - } - - - ...+.+.+.. ... �� C RIS. - - GVVS • GYPSUM BOARD CEILING(GWB) ��� _ 2X2 ACCESS PANEL 46.•4i'i'i'i'i'i'a�i'• ::�:�:�:+:�:+:�:�• •• 1N 01� STAIR 08 I . TOILS-- STAIR 10 STOR. _ CIVIL ENGINEER & LANDSCAPE ♦.+.•.0� ++♦• I W203 0-2 6" FIBER CEMENT PANELS(FCP) OOO SPEAKER SEE AV Cardno *4.* 4. +'O.'+' ST08-1 _ 1 W202B ���.+�•a+�+�*+�+�+�+� .14.13 WNW 1/ ♦.....0i...♦ I i 6720 SW Macadam Ave Suite 200, 1 ♦++..++...♦ • ' OR 97219SJ� ♦..•....+..♦ i • - - y 9 2500 '11J - -. ���• - .. - - - - - - - - -- .. _ - - - - - - - - - - - - - - - f •��� ���4 • 41111114.01164111111111114M11180804116011041111141111101. EXITSIGN T(503}�1 T •••••••• EXPOSED TO STRUCTURE �,2„ = STRUCTURAL ENGINEER 0 - AC.6; STOF A i ! ' Catena Engineers STAIR 11 • _ 9'fl� - 1500 NE Irving St., Suite 412 MEN = CEILING FAN Portland, OR 97232 ST11-1 St 3A I--064-- If-1 ' T(5a3}�67 4980 L°� is,J D, W204 I MECHANICAL ELECTRICAL & - PLUMBING ENGINEER 61 •••••••••••••••••••••••••••• � •••••• 61 Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 WRESTLING WOMEN - T(503)-227-5280 S208 1 ,i GWe-1 W205 39 FOOD SERVICE CONSULTANT �9-2_) A4.1 = Webb Foodservice Design SL - — -- o I I t == 3700 SE Lafayette Ct. A3.21 Portland. OR 97202 1 I = T(503)-236-8566 I open to structure ACOUSTIC & AV CONSULTANT !1C i 1 1 16gh C3 A3.21 C4 A5.59 e 1 I I I basscttii t--) - architects - 4 ___ (---. , . CEILING LEGEND 'E TER 1 1/16" = 1'-0" 721 NW 9TH Ave, Suite 350 CAREEIRZ------- I E1(15 ; Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 1- . 1 LINEAR WOOD VENEER(LWV) '• �� LIGHT FIXTURE. SEE ELECTRICAL COMMONS I I II– . W105 j 1. 1 o ' 0) il______ ,I • FIXED SOUND ABSORPTIVE PANELS(FSP) J CIVIL ENGINEER & LANDSCAPE I • Cardno x 6720 SW Macadam Ave Suite 200, 4 — — tf 10 GYPSUM BOARD CEILING (GWB) Portland, OR 97219 A4.18 10-0 A 2X2 ACCESS PANEL T(503)-419-2500 AGF-1 2 1 �I 1p'-0" STRUCTURAL ENGINEER A4.18 c4.18 _ �-___� !,J GT _ kk_�' — 6" FIBER CEMENT PANELS(FCP) 0 SPEAKER. SEE AV Catena Engineers .15.63 �� ACP-1 1 1500 NE Irving St., Suite 412 I 10#f.. Portland, OR 97232 J' -, -.--_—. ! , — ° Z EXIT SIGN T(503)-467-4980 ILII EXPOSED TO STRUCTURE MECHANICAL ELECTRICAL & � ' i� T STUDENT-STORE E I PLUMBING ENGINEER .57 CEILING FAN © I o Glumac GWB-I 900 SW Fifth Ave., Suite 1600 o� o E � 10'0 I IPortland, OR 97204 T(503)-227-5280 A3.22 _ l 4 I FOOD SERVICE CONSULTANT A5.57 o Webb Foodservice Design 3700 SE Lafayette Ct. . BUS! ESS Portland, 97202 I I I T(503)-)-2366-8566 CLAS SBS - - C 113 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W Nickerson St., Suite 201 I i f, 4 Seattle,WA 98119 ACP-' T 206-378-0569 = A4.20 CD = z COST CONSULTANT _ Construction Focus I I 740 Almaden St. IA i { _ _ _ 1. i Eugene. OR T 541-686-2031402 1. GWB-1 I CORR 1 I =`1 � E100 A4.19 �� C--1)--‹ Es — — — _ 10 C? LORNE rstcCOiX east 91 SCS .. II I , ASEA, E,WA ISO 10 /2 18 il BUSINESS SD :LASS ROOM I I = E1' 41 ACP-1 I 1 " I I i r 1 /2\ 1 A420 ) v SE - - - I CL LF I I I 1 1 WB-1 = DU$INGDD: .�l10r-0� 1® r!.ASISROOM , I 1 I_ F11S ' I i I O I I A[J'-T Ii C o SF 1 _ _ _ 1 A3.22J I l r - - # REVISIONS DATE 2 =� CM A4.19 I 1 I I I 3 `\ 4.20 " N I ; '— N Ailk CN i- ,.= = I S1 E2 _ f MDF E116 S2 T LO NGE I I 118 TIGARD TUALATIN SCHOOL DISTRICT I I 103 TIGARDHIGH I 1 I = I ® SCHOOL sH -1 = MODERNIZATION ° ___dl _ 3 9 T0IGSRDSW DORHAM RD. 972 ^'r' 1(3 ENGLISH JOB NO: 16992.00 — I 244 ISSUE DATE: June 19, 2018 O Jurisdiction Stamp Area o I 5 A3.22 41' _ I I 1111 A4.19 - I I I RCP MAIN LEVEL - L I— AREA El (.0 _ ,J___,..., _____., _L_. ..,...______N _ _ LLIN S9.2 (S10) (S11) (S12) (S1 (S14) co PROJECT NORTH N TRUE 2 CO 0 RCP MAIN LEVEL - AREA El 0 4 ' 8 ' 16 ' NORTH �,1 A8 . 71 (-3 0 1/8" = 11-0" 0 SCREEN WALUMWP D BELOW GRADE CONCRETE WOOD STUD/ EIFS BELOW GRADE CONCRETE HARDI REVEAL CMU BASE MWP C; GREEN EXTERIOR WALLS MWP B 4" MINI B MWP A 7", HR-36 EIFS asse 1 NUWAVE COPPER PANEL 7116 THK NUWAVE; 7/8" BEAM, 1 3/8" 1 1/2" deep LL KK HH GG FF EE DD CC BB M architects 05 40 00-EXTERIOR WALL SHEATHING 05 40 00-EXTERIOR WALL SHEATHING 05 40 00- EXTERIOR WALL SHEATHING 05 40 00-EXTERIOR WALL SHEATHING 05 40 00 EXTERIOR WALL SHEATHING 05 40 00 EXTERIOR WALL07 42 13-MWP-A SHEATHING 07 21 00-RIGID INSULATION 07 46 46-WALL PANEL 07 21 00-RIGID INSULATION 07 42 13-MWP-C 07 42 13-MWP-B 05 40 00-EXTERIOR WALL - 04 20 00-UNIT MASONRY 2 112"= R-12.5 _ 2 112"=R-12.5 - 07 42 13-THERMAL SPACER SHEATHING 721 NW 9TH Ave, Suite 350 07 42 13 THERMAL SPACER 07 42 13 THERMAL SPACER 07 42 13 THERMAL SPACER GROUT SOILD, BELOW GRADE 07 24 00- FLUID APPLIED AIR 07 42 13 SUBGIRTS; M!N 1fi GA 07 24 00-FLUID APPLIED AIR 07 42 13 SUBGIRTS; MIN 1fi GA 07 42 13 SUBGIRTS; MIN 16 GA T 07 42 13-SUBGIRTS; MIN 16 GA 05 40 00 EXTERIOR WALL SHEATHING Portland,90T Oregon 97209 BARRIER 07 13 00-DRAIN MAT BARRIER - 07 21 00-RIGID INSULATION 07 24 00 RIGID INSULATION000:777244:242 07 21 00110033 0 RIGID INSULATION - 07 24 00-FLUID APPLIED AIR 0S2: 7 24 00 RIGID INSULATION T (206) 340 9500 F (206) 340 9519 2 112"= R-12.5 07 13 00-VERTICAL 07 21 00 RIGID INSULATEON 04 20 00-UNIT MASONRY 07 21 QO RIGID INSULATION 2 112"-R-12.5 BARRIER :/ 2 112"=R-12.5 SELF-ADHERED 2 112"= R-12 5 I 2 1/2"= R-12.5 2 112"= R-12.5 r ti WATERPROOFING v D7 24 00 FLUIp APPLIED AER 0721 00 RIGID INSULATION - 074213-MWP-D H,,,,,,,.:,\.,/\,,\/./,\,\,/,./..„, 072400 FLUIpAPPLIEDAIRV1Yti -'�� V V4 07 24 00- FLUID APPLIED AIR 2112"= R 12.5 07 24 00 EXTERIOR 07 24 00-EXTERIORMEMBRANEBARRIER J� I i BARRIER _ BARRIER INSULATION AND FINISH f ��n� INSULATION AND FINISH �U�n x �?` �x I I1 I SYSTEM CIVIL ENGINEER & LANDSCAPE 4 f.nnX.� AJy n . SYSTEM 1,1 �- \i I �. ■R+■ii■■■■■■■��■■■■■�■■t■r!■i■ ■■■■■ ■■■■■■■■■�■■■■■■■i■■■■■ ilii�II .1■■■tl■■■■■■■■■■■■■■1■ , ■ f �� � I ■■■a1■■■■■■■■■■■■tit■ I��■■ 6720 SW Macadam Ave Suite 200. 111111r1111i1 1 [ 11.1111 �, ■/JE■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■�■■■■■■■■■■■■■■■■■■■■■ Il■■■1'1'.1■■■■7■■i■■■■■■■■■Elz■■01■ vJi ■■■■■■■■■■■■■■■■■■■■ri�■ :_' ■iu ■■■■■■■■■■■■■■■■■■J■■■■■1Portland. OR 97219 7!E I■■■■■■■■■■■■■■■■■■■■i■■■■i _ - - - - - - ���■���, _ �I■■■■■>A■■�� L� - I - - - -: 1 ■■ _ r <--L ..‹. A Ca a ' _ — — - — — — — — — T(503)-419-2500 STRUCTURAL ENGINEER ::,. £'Aè'*' ;.. f M £E4M%M M èMèMM 1M MUVeM 1M4 MèMMth. 144 MMMM C 1M4 MMMM . = g S: Catena Engineers - - - - -- — - — - -- - -- � 1500 NE Irving St., Suite 412 a • �% -- Portland. QR 97232 07 21 00-BATT INSULATION 07 21 00 BATT INSULATION 07 21 00 BATT INSULATION I 07 21 00 BATT INSULATION 07 21 00-BATT INSULATION 07 21 00 BATT INSULATION T(503]�367�980 07 1300 VERTICAL 07 21 00-BATT INSULATION R-13 R-13 R-13 R-13 R-13 R-13 05 40 00-FRAMING COLD-FORMED SELF ADHERED R 13 — 05 40 00-COLD-FORMED — 05 40 00-COLD-FORMED 05 40 00-COLD-FORMED 05 40 00-COLD-FORMED 05 40 00 COLD FORMED — :57 40 DO COLD FORMED MECHANICAL ELECTRICAL & METAL FRAMING WATERPROOFING 0610 QO-WOOD FRAMING 03 30 00 CAST 1N PLACE1\ MEMBRANE CONCRETE METAL FRAMING METAL FRAMING METAL FRAMING METAL FRAMING METAL FRAMING ETAL FRAMINGPLUMBINGENGINEER Q3 30 00 CAST-IN-PLACE07 21 00 VAPOR RETARDER07 21 00 VAPOR RETARDER07 21 00 VAPOR RETARDER07 21 00 VAPOR RETARDER07 21 00-VAPOR RETARDER072100-VAPORRETARDER 21 00 VAPOR RETARDER Glumac O CONCRETE O O O O O 09 21 16 GWB O - 09 21 16-GWB O 09 21 16-GWB O - 09 21 16-GWB 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS T(503)-227-5280 LL80 8" 9 314" KK80 8" HH60 5 112" 1'-0 1/4" GG80 8" 10 112" FF60 6 11 11116" EE60 6" 1'-3 1/8" DD60 6" 1'-0 1/8" CC60 6" 1'-0 5/8" BB60 6" 1'-0 3/4" AA40 4" 7-1/8" LL10 10" 11 3/4" FF80 8 1'-1 11/16" I DD80 8" 1'-2 118" BB80 8" 1'-2 3/4" AA60 6" 9-118" FOOD SERVICE CONSULTANT DD100 10 1'-41/8" Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE ACOUSTIC & AV CONSULTANT FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE The Greenbusch Group 1900 W. Nickerson St.. Suite 201 U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE Seattle,WA 98119 T 206-378-0569 /� COST CONSULTANT OConstruction Focus 740 Almaden St MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS Eugene; OR 97402 T 541-686-2031 EE60 6" 1'-3 118" DD61 6" 1'-0 1/8" BB61 6" 1'-0 3/4" AA61 6" 9-1/8" RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE 'ORNE'1lcCO1tiAC ease 1 rn FIRE U407 1 HR FIRE U407 1 HR FIRE U407 1 HR FIRE U407 1 HR • f 1 SEA E,WA U-VALUE U-VALUE U-VALUE U-VALUE �c� 0 /2 18 AREVISIONS DATE TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERN IZATI a 9000 SW DURHAM RD. • TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area EXTERIOR WALL 2I - TYPE SCHEDULE IZ w u7 U) N cD co T T W A9 . 01 WALL AND PARTITION TYPE SCHEDULE-GENERAL NOTES: INTERIOR WALLS 1. WALL AND PARTITION SCHEDULE FORMAT: WALL TYPE(A) FIRE RATING(1 HR) bassettial CHASE WALL SHAFT WALL H G F E D C B A A6architects r SUBSCRIPT- SEE BELOW 092116-GWB A THREE LAYERS 09 21 16-GWB 09 21 16-GWB 09 22 16-NON-STRUCTURAL TWO LAYERS EACH SIDE ONE LAYER EACH SIDE EXTRA LAYER OF GWB AT CORE DESIGNATION (6") 721 NW 9TH Ave, Suite 350 METAL FRAMING HORIZONTAL SHAFT WALL 1 09 21 16 GWB 2. CODE ANALYSIS DRAWINGS, SERIES G2 THROUGH Portland, Oregon 97209 " '. • � TWO LAYERS 09 21 16 GWB T 21 16 GWB 09 21 16 GWB G3 SHOW LOCATION OF FIRE RATED WALLS AND T (206) 340 9500 F (206) 340 9519 • 09 21 16 GWB - - _ - - - - _ - - - i°• ' . PARTITIONS INCLUDING OCCUPANCY SEPARATION, • 0922 16-SHAFT WALL STUD 0922 16-SHAFT WALL STUDAND AREA SEPARATION WALLS WHICH REQUIRE OPENINGS TO BE PROTECTED BY FIRE-RATED 4 I. _ _ - ..IASSEMBLIES AND CONSTRUCTION BEYOND THE �. BASIC REQUIREMENTS FOR NON-COMBUSTIBLE CIVIL ENGINEER & LANDSCAPE — r' ,! CONSTRUCTION. Cardno 1 1 I L 1� I . : : 6720 SW Macadam Ave Suite 200, :.� t. .......16-ACOUSTICAL -� 3. BASIC PARTITION TYPE IS A30 AND MAY NOT Portland, OR 97219 L ALWAYS BE REFERENCED ON THE DRAWINGS BY A T(503) 19 2500 �. � 09 81 16 ACOUSTICAL 09 81 16 ACOUSTICAL '0-9.8-1. 16 ACOUSTICAL WALL&PARTITION TYPE SYMBOL. 09 81 16-ACOUSTICAL BLANKET INSULATION BLANKET INSULATION BLANKET INSULATION BLANKET INSULATION BLANKET INSULATION STRUCTURAL ENGINEER D9 81 16-ACOUSTICAL \: 09 22 16 NON-STRUCTURAL 4. WALL& PARTITION TYPES ARE REFERENCED BY A BLANKET INSULATION 09 22 16 NON-STRUCTURAL METAL FRAMING 09 21 16 GWB SHAFTLINER 09 21 16 GWB SHAFTLiNER 09 22 16-NON-STRUCTURAL 09 22 16-NON-STRUCTURAL 09 22 16-NON-STRUCTURAL WALL& PARTITION TYPE SYMBOL. Catena Engineers METAL FRAMING g \_ METAL FRAMING METAL FRAMING METAL FRAMING 1500 NE!ruin St., Suite 412 09 21 16 GWB 09 81 16 ACOUSTICAL 09 81 16 ACOUSTICAL 5. WALL& PARTITION TYPES ARE DEFINED FOR EACH Portland, OR St., 7232 TWO LAYERS BLANKET INSULATION BLANKET INSULATION 09 21 16-GWB 09 21 16-GWB CONDITION IN THE PROJECT. CONSTRUCTION T(503)-467-4980 TWO LAYERS TWO LAYERS COMPONENTS INDICATED ARE THE MINIMUM THAT WILL BE ACCEPTED FOR EACH SPECIFIC WALL& MECHANICAL ELECTRICAL & <> O O O O O O O PARTITION TYPE. SEE THE STRUCTURAL DRAWINGS PLUMBING ENGINEER ANDRSPECIFICATIONS FOR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO STUD Glumac MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS FLANGE WIDTHS, INTERIOR AND EXTERIOR HEADER 900 SW Fifth Ave., Suite 1600 - AND JAMB STUD DESIGN, DETAILING REQUIREMENTS, Portland, OR 97204 H30 3 518" VARIES G30 3 518" VARIES F30 3 5/8" VARIES D40 4" 4 5/8" C30 3 518" 6 118" B30 3 5/8" 5 112" A30 3 5/8" 4 718" ETC. ADJUST GAUGE AND SPACING OF STUDS FOR T(503)-227-5280 D60 6" 6 5/8" C60 6" 8 1/2" B60 6" 7 718" A60 6 7 114" TALL AND/OR EXTERIOR WALLS. OR OTHER SPECIAL C80 8" 10 1/2" B80 8" 9 718" 1 A80 8 9 1/4" CONDITIONS AS OUTLINED IN THE STRUCTURAL FOOD SERVICE CONSULTANT DRAWINGS AND SPECIFICATIONS. ADDITIONAL Webb Foodservice Design EXCEPTIONS TO THESE COMPONENTS ARE NOTED BY A SUBSCRIPT TO THE WALL& PARTITION TYPE 3700 SE Lafayette Ct. SYMBOL AND INDICATE THE FOLLOWING: Portland, OR 97202 RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE T(503)-236-8566 — +x'-HEIGHT OF PARTITION THAT DOES NOT FIRE FIRE FIRE FIRE FIRE FIRE FIRE - FIRE - GO TO DECK. ACOUSTIC & AV CONSULTANT 6. "GWB"(GYPSUM WALL BOARD)IS USED The Greenbusch Group SOUND SOUND SOUND SOUND SOUND SOUND 50 SOUND 45 SOUND 40 GENERICALLY IN THE WALL&PARTITION TYPE 1900 W. Nickerson St., Suite 201 SCHEDULE AND REPRESENTS A VARIETY OF GYPSUM Seattle, WA 98119 AND CEMETITIOUS BOARD PRODUCTS. THESE T 206-378-0569 O O O O O O ♦ NDE THE FOLLOWING AND THEIR FIRE RATED COUNTERPARTS AS SPECIFIED: COST CONSULTANT MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS A. (GWB-X) SHALL BE FIRE-RATED TYPE-X Construction Focus GYPSUM WALLBOARD CONSISTING OF A 740 Almaden St. F31 3 5/8" VARIES D41 4" 4 5/8" A31 3 5/8" 4 7/8" SPECIALLY TREATED PAPER FACE AND Eugene, OR 97402 D61 6" 6 5/8" A61 6 7 114" GYPSUM CORE PANEL AT ALL FIRE RATED T 541-686-2031 A81 8 9 114" WALL ASSEMBLIES_ C. (MB )SHALL A BGYPSUMRESISENT WALLBOARDWITH A MOISTURE RESISENT ,s,,)<S )1141C%.\ PAPER FACE AND GYPSUM CORE PANEL AT RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE ALL PLUMBING AND WET WALL CONDITIONS NOT SCHEDULED TO RECEIVE CERAMIC TILE C? LORNE IKsCONAC trl erase 91 n FIRE FIRE FIRE U407 1 HR FIRE FIRE U415 1 HR FIRE FIRE FIRE 1 HR D. (TBB)SHALL BE TILE BACKER BOARD AP rl ink SOUND SOUND SOUND SOUND SOUND SOUND SOUND SOUND 40 WHERE SCHEDULED TO RECEIVE CERAMIC TILE. ASEA 1 E,WA 7. WALLS&PARTITIONS ARE DIMENSIONED ON THE zif_ 151 a PLANS TO FACE OF FRAMING UNLESS SHOWN O O O O ♦ O OTHERWISE. WALLS& PARTITIONS NOT 0 /2 18 DIMENSIONED ARE LOCATED BY COLUMN CENTERLINE,WINDOW MULLION OR OTHER SUCH MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS OBVIOUS REGULATOR. GENERAL CONTRACTOR E42 4" 5 1/4" SHALL BE RESPONSIBLE FOR COORDINATING THE E62 6" 7 1/4" C62 6" 8 1/2" WALL AND PARTITION LAYOUTS. C82 8" 10 112" 8. DIFFERING WALL& PARTITION TYPES SHALL ALIGN SO WALL PLANES CONTINUE UNBROKEN WITHIN ROOMS AND ADJACENT FACE OF FINISHES ALIGN UNLESS OTHERWISE INDICATED. RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE 9. UNBALANCED STUD WALL&PARTITION TYPES SHALL HAVE THE SIDE WITH THE LARGEST NUMBER FIRE FIRE FIRE FIRE U438 2 HR FIRE FIRE 2 HR FIRE FIRE I OF GWB LAYERS LOCATED ON THE SAME SIDE OF THE PARTITION AS THE WALL TAG IS SHOWN IN THE SOUND SOUND SOUND SOUND 45 SOUND SOUND 50 SOUND SOUND PLANS. UNBALANCED WALL&PARTITION TYPES SHALL ALIGN SO WALL PLANES CONTINUE UNBROKEN WITH ROOMS AND ADJACENT FACES UNLESS OTHERWISE NOTED. 10. TYPICAL WOOD STUD CONCRETE WALL FURRING WALL AND NSULATONLSHALLL AND PARTITIONFRAMING,LTTONG UNDERSIDE OF FLOOR DECK OR ROOF DECK S R Q P M L K J STRUCTURE ABOVE UNLESS NOTED OTHERWISE_ 11. FIRE TEST AND SOUND TEST NUMBERS ARE BASED ON PUBLISHED STANDARDS FROM THE FOLLOWING CODES AND ASSOCIATIONS: 092116-GWB[ 09 21 16 GWB 09 21 16 GWB ONE LAYER EACH SIDE TWO LAYERS EACH SIDE 09 21 16 GWB ONE LAYER EACH SIDE ACRONYM: STANDARD: TWO LAYERS 09 22 16 SHAFT WALL STUD 1"FROM EXISTING WALL 1" FROM EXISTING WALL 4„ WHERE OCCURS WHERE 0C CURS IBC INTERNATIONAL BUILDING CODE, i . . . : .. r r _ _ I TABLE 7-B, RATED FIRE RESISTIVE e 1 •: F I •- 09 22 16-NON-STRUCTURAL r 09 22 16-NON-STRUCTURAL PERIODS FOR VARIOUS WALLS AND . . .. . . i T METAL FRAMING METAL FRAMING PARTITIONS. / “MI,' C- d .. �♦♦� ♦r , -1 `�♦♦♦ ♦♦�",'` 4 ••••••♦♦ 4. '.� WP GYPSUM ASSOCIATION, FIRE _° • . • , a r I- RESISTANCE DESIGN MANUAL FOR I _ .," ' WALLS AND PARTITIONS. \\\ .-. -., .. 09 81 16-ACOUSTIC ��° 09 81 16 ACOUSTICAL AL UL UNDERWRITERS LABORATORIES, FIRE 09 81 16-ACOUSTICAL BLANKET INSULATION BLANKET INSULATION RESISTANCE DIRECTORY FOR WALLS # REVISIONS DATE 7 BLANKET INSULATION D9 21 16_GWB 06 10 00 WOOD FRAMING / AND PARTITIONS. 09 81 16 ACOUSTICAL 03 30 00 CAST-IN-PLACE 09 22 16 NON-STRUCTURAL 09 21 16-GWB 09 21 16 GWB 0610 00-WOOD FRAMING BLANKET INSULATION - 06 10 00-WOOD FRAMING CONCRETE METAL FRAMING, 6" TWO LAYERS ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. 06 10 00-WOOD FRAMING RAL RIVERBANK ACOUSTICAL LABORATORIES. O O < > O O O O O WHI INCHCAPE TESTING SERVICES/ WARNOCK HERSEY, INC. MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS 12. SEE FINISH SCHEDULE FOR MATERIALS APPLIED S60 5 1/2" 7 1/4" 040 3 1/2" 5 3/8" P40 3 1/2" 4 7/8" M80 8"CONC 8" K10 1 5/8" 2 1/4" J10 1 5/8" 2 1/4" TO WALL TYPE; E.G. TILE, PAINT. 060 5 1/2" 7 3/8" P60 5 112" 6 7/8" K20 2 1/2" 3 1/8" J20 2 1/2" 3 1/8" 080 7 1/2" 9 3/8" P80 7 1/2" 8 7/8" K30 3 5/8" 4 1/4" J30 3 5/8" 4 1/4" 13. PROVIDE AND INSTALL SOLID BLOCKING OR J60 6" 6 5/8" BACKING FOR WALL AND CEILING MOUNTED ITEMS IN ACCORDANCE WITH THE SPECIFICATIONS. EXTEND BLOCKING BEYOND LOCATION INDICATED BY 16' -- EACH SIDE. RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE 14. CONTROL JOINTS AT FRAMED WALLS AND TIGARD TUALATIN SCHOOL DISTRICT PARTITIONS, HORIZONTAL CONTROL JOINTS SHALL FIRE - FIRE - FIRE FIRE - FIRE - FIRE FIRE - FIRE - BE LOCATED BY ARCHITECT WHEN NOT SHOWN ON SOUND SOUND SOUND SOUND SOUND SOUND SOUND SOUND INTERIOR ELEVATIONS.ALL CONTROL JOINT TI GAR D H I G H CRITERIA SPECIFIED IN SECTION 092900. 15. INFILL WALLS-ALIGN BOTH FINISH FACES OF S C H O 0 L INFILL WALL WITH EXISTING ADJACENT WALL UNLESS O O O O O O O O INDICATED OTHERWISE. MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS 16. IF TWO PARTITION TYPES ARE COMBINED TO MODERNIZATION CREATE A CHASE WALL, INTERIOR LAYERS OF GWB HIDDEN WITHIN PARTITION CAN BE ELIMINATED. 17. ACOUTICAL OUTLET BACKER PADS: IN WALLS WITH NTOED STC AND FIRE RATING, INSTALL BACKER 9000 SW DURHAM RD. PADS BEHIND OUTLET BOXES PER DIV 26. TIGARD, OR. 97224 18. COMPOSITE METAL FRAMING INTERIOR HEADER JOB NO: 16992.00 RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE SCHEDULE AT NON BEARING PARTITIONS: ISSUE DATE: June 19, 2018 19. SUBSCRIPT"A"MEANS ABOVE, "B"MEANS BELOW, FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE SEE ELEVATION FOR WALL HEIGHTS Jurisdiction Stamp Area SOUND SOUND SOUND SOUND SOUND SOUND SOUND SOUND SPAN MINIMUM STUD SIZE UP TO 6 FT (2)20 x HD 600(20 GA EXTRA HEAVY DUTY 6") O <I> UP TO 8 FT (2) 18 x HD 600(18 GA EXTRA O <I> 0 • <I> O HEAVY DUTY 6") MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS MARK STUD SIZE WALL THICKNESS UP TO 12 FT (2) 16 x HD 600(16 GA EXTRA R62 I 5 112" 8 112" L10 6" +4" CH 11 114" HEAVY DUTY 6") R82 7 1/2" 10 112" L20 6" +4"CH 13 1/4" CREATED THAN 12 FT (2) 16 x HD 600(16 GA EXTRA HEAVY DUTY 6") INTERIOR WALL I d RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE 1 RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE RATING TEST/FILE VALUE INSULATION I— TYPE SCHEDULE u7 COcN! FIRE FIRE U301 2 HR FIRE FIRE FIRE FIRE U415 2HR FIRE FIRE 1/8" 1-112-12 cV / TYPICAL v EA SIDE `n SOUND SOUND 52 SOUND SOUND SOUND SOUND SOUND SOUND SECTION L jorr7118" V 1-1/2-12 I— oo O N N ---- C STUD TRACK-Ga TO BOTTOM w A9 . 02 CD MATCH CI— GENERAL NOTES: ROOF ASSEMBLIES: FLOOR ASSEMBLIES: 1. CODE ANALYSIS DRAWINGS SHOW OCCUPANCY SEPARATIONS / 2 HOUR FIRE WALLS WHICH REQUIRE OPENINGS TO BE PROTECTED BY FIRE RATED ASSEMBLIES bassetti Rc 01 C�-OD FLOOR FINISH SEE FINISH AND CONSTRUCTION BEYOND THE BASIC REQUIREMENTS FOR NON-RATED OR 1- architects 07 54 23-THERMOPLASTIC ROOFING SCHEDULE HOUR FIRE RESISTIVE CONSTRUCTION. RATING TEST/FILE VALUE 07 52 23-ROOF COVER BOARD RATING TEST/FILE VALUE / 03 30 00-CAST-IN-PLACE CONCRETE 2. SEE CODE ANALYSIS DRAWINGS, PLANS BUILDING SECTIONS AND REFLECTED FIRE I FIRE: N/A N/A SEE STRUCTURAL DRAWINGS FOR - ° r '•,A :_,..a : ; - ; . THICKNESS; COORDINATE WITH CEILING PLANS FOR LOCATIONS OF ALL FLOOR/ CEILING/ ROOF ASSEMBLIES. 721 NW 9TH Ave, Suite 350 I-- —I .. / 07 54 23-POLYISO BOARD INSULATION 4, :q ' ' 4. PLUMBING AND ARCHITECTURAL FOR ..-_- SLOPES TO FLOOR DRAINS Portland Oregon 97209 ROOFING ---- -- - I 07 21 00 VAPOR RETARDER ° '. - 3. FLOOR ASSEMBLIES ARE REFERENCED BY A SYMBOL CONTAINING THE • FLOOR FINISH: a•A � •°. `. r-° • : - ;- -° T (206) 340 9500 F (206) 340 9519 ' '� 07 54 23-THERMAL BARRIER BOARD SEE FINISH SCHEDULE. COORDINATE - r., .- ASSEMBLY TYPE "F" FOLLOWED BY AN IDENTIFICATION NUMBER. MEMBRANE ROOFING,WHERE INDICATED -- _- AM DEPRESSED SLAB DEPTHS WITH ON THE CODE PLANS TO BE RATED. ! _. .,; — , - Irk STRUCTURAL DWGS, KITCHEN 1 %f ,I tIOMP �=ri��1S1+1.=1=1 1 ; 4. FLOOR/ CEILING ASSEMBLIES ARE REFERENCED BY A SYMBOL CONTAINING THE PROVIDE CLASS A MEMBRANE _•-'• •- • -•'"* -•'•-'•_• " p7 21 00 VAPOR RETARDER 05 31 00-STEEL DECKING EQUIPMENT AND PLUMBING DWGS i � iV �3 + + ��4^. 4���� � ir. / ASSEMBLY TYPE FC FOLLOWED BY AN IDENTIFICATION NUMBER. CIVIL ENGINEER & LANDSCAPE / \ COORDINATE WITH STRUCTURAL DWGS ••�•-••• • • * •-•-• • -• •-•-•-• �.' .etch •�'• ei.,,`dt.-. 4.4 :`�• DIV 31 -CRUSHED DECKING: FOR SIZE DECKING .* !•x !•,!•x! !� �. ..,7 ' , � AGGREGATE BASE COURSE Cardno METAL DECKING NONE _ I I I I I I 11 I . 11— 8"CAPILLARY BREAK, MIN 5. CEILING ASSEMBLIES ARE INDICATED ON BUILDING SECTIONS, REFLECTED 6720 SW Macadam Ave Suite 200, S _ 1 7 CEILING PLANS, WALL SECTIONS AND DETAILS. Portland, OR 97219 INSULATION: 05 12 00-STRUCTURAL INSULATION: i— T(503)-419-2500 STEEL FRAMING, COORD WI f 7"OVERALL THICKNESS IN 2-1/2"MAX STRUCT DWGS NONE DIV 31 - EARTHWORK 6. ROOF/ CEILING ASSEMBLIES ARE REFERENCED BY SYMBOL CONTAINING THE STRUCTURAL ENGINEER IIIIII—III III I I III / III STRUCTURAL FILL-COORDINATE WITH LAYERS, R-38 STRUCTURAL DRAWINGS AND ASSEMBLY TYPE "RC" FOLLOWED BY AN IDENTIFICATION NUMBER. Catena Engineers STRUCTURE: STRUCTURE: GEOTECHNICAL REPORT 1500 NE Irving St., Suite 412 CAST-IN-PLACE CONCRETE. SEE 7. THE BASIC GROUND FLOOR TYPE OR, SLAB ON GRADE, IS TYPE F01 AND MAY Portland, OR 97232 STEEL FRAMING, SEE STRUCTURAL STRUCTURAL DWGS. FOR THICKNESS NOT ALWAYS BE REFERENCED ON THE DRAWINGS WITH A FLOOR TYPE SYMBOL. T(503)-467-4980 DWGS. ---• CEILING SYSTEM.WHERE OCCURS MECHANICAL ELECTRICAL & 8. ALL ASSEMBLIES ARE CONTINUOUS UNLESS NOTED OTHERWISE. CEILING: CEILING: PLUMBING ENGINEER SEE REFLECTED CEILING PLANS FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 NONE Giumac TYPE AND LOCATION `` 9. CONSTRUCTION COMPONENTS SHOWN IN THE FLOOR/ CEILING/ ROOF 900 SW Fifth Ave.. Suite 1600 ASSEMBLIES ARE THE MINIMUM THAT WILL BE ACCEPTED FOR EACH TYPE. Portland, OR 97204 T(503)-227-5280 10. THE FLOOR/ CEILING/ ROOF ASSEMBLIES SCHEDULE IS DIVIDED INTO TWO FOOD SERVICE CONSULTANT RC-02 - 07 54 23-THERMOPLASTIC ROOFING FC-02 FLOOR FINISH-SEE FINISH PARTS. THE UPPER HALF INCLUDES A DRAWING OF THE ASSEMBLY IN SECTION SCHEDULE AND DRAWING NOTES. THE LOWER HALF LISTS BASIC ASSEMBLY CONSTRUCTION Webb Foodservice Design RATING TEST/FILE VALUE Portland, OR 97202 RATING TESTIFILE VALUE COMPOSITE SLAB-SEE STRUCTURAL COMPONENTS AND TESTING INFORMATION. 3700 SE Lafayette Ct. FIRE: N/A N/A — 07 54 23-THERMAL BARRIER BOARD FIRE: N/A N/A ' a / DRAWINGS FOR THICKNESS; T(503)-236-8566 / • COORDINATE WITH PLUMBING AND ° ARCHITECTURAL FOR SLOPES TO 11. FIRE AND SOUND TEST NUMBERS ARE BASED ON PUBLISHED STANDARDS / a 05 3100 STEEL DECKING - !` _ FLOOR DRAINS FROM THE FOLLOWING CODES AND ASSOCIATIONS: ACOUSTIC & AV CONSULTANT - dd -.1 d - w•d. ° ROOFING ` / COORDINATE WITH STRUCTURAL DWGS FLOOR FINISH: The Greenbusch Group MEMBRANE ROOFING FOR SIZE SEE FINISH SCHEDULE. COORDINATE / / \ / ACRONYM: STANDARD: 1900 W. Nickerson St., Suite 201 DEPRESSED SLAB DEPTHS WITH Seattle, WA 98119 STRUCTURAL DWGS T 206-378-0569 05 12 00-STRUCTURAL IBC INTERNATION BUILDINGCODE, TABLE 7-B, DECKING: STEEL FRAMING, COORD WI DECKING: RATED FIRE RESISTIVE PERIODS FOR STRUCT DWGS VARIOUS WALLS AND PARTITIONS Construction COST Focus CONSULTANT METAL DECKING COMPOSITE SLAB: CONCRETE OVER METAL DECKING. St. INSULATION: WP GYPSUM ASSOCIATION, FIRE RESISTANCE, 70 E4uggAlmaden Eene, OR 977 402 NONE 1 INSULATION: 05 12 00-STRUCTURAL DESIGN MANUAL FOR WALLS AND PARTITION T 541-686-2031 STEEL FRAMING; COORD Wf UL UNDERWRITERS LABORATORIES, FIRE I � NONE STRUCT DWGS RESISTANCE DIRECTORY FOR WALLS AND STRUCTURE: NN STRUCTURE: PARTITIONS 11? STEEL FRAMING, SEE STRUCTURAL 07 46 46-SOFFIT PANEL STEEL FRAMING, SEE STRUCTURAL r / CEILING SYSTEM,WHERE OCCURS � � 05 40 00-HAT CHANNEL, 24" DWGS. II I I I I 1 1 I I I I I I 1 111 I I I I I I I I 1 1 1 ICC INTERNATIONAL CODE COUNCIL C7 [ARVE McCONAC CEILING: OC CEILING: I ease 91 05 40 00 1 112"CHANNEL, RAL RIVERBANK ACOUSTICAL LABORATOIRES SEE REFLECTED CEILING PLANS FOR 48"OC SEE REFLECTED CEILING PLANS FOR •ilk Q TYPE AND LOCATION TYPE AND LOCATION WHI INCHCAPE TESTING SERVICES 1 WARNOCK domSEA E,WA yam, HERSEY, INC. iyA CC-03 RFC-03 FLOOR FINISH-SEE FINISH 12. SEE FINISH SCHEDULE FOR MATERIALS APPLIED TO FLOOR/ CEILING/ ROOF Fla18 07 54 23-THERMOPLASTIC ROOFING SCHEDULE ASSEMBLIES. (I.E. PAINT, TILE) RATING TEST/FILE VALUE RATING TEST/FILE VALUE COMPOSITE SLAB-SEE STRUCTURAL / 07 52 23-ROOF COVER BOARD I DRAWINGS FOR THICKNESS; FIRE: I FIRE: N/A N/Ai 13. FOR DUCT/ PIPE RACK AND MECHANICAL UNIT HANGER LOCATION, SEE .I .. . • < I .• I - • ,y ., COORDINATE WITH PLUMBING AND I I ___.. —�-- - �I{ 07 54 23-POLYISO BOARD INSULATION ;•- '-= �• -: "' ---° . � ��� ; :'; , .. . _ . -• ARCHITECTURAL FOR SLOPES TO MECHANICAL DRAWINGS. FOR DUCT/ PIPE RACK AND MECHANICAL UNIT HANGER _ 07 21 00-VAPOR RETARDER " ' e . a FLOOR DRAINS ATTACHMENT DETAILS, SEE STRUCTURAL DRAWINGS. ROOFING _ --r 07 54 23-THERMAL BARRIER BOARD FLOOR FINISH: i MEMBRANE ROOFING SEE FINISH SCHEDULE COORDINATE ` / ` 14. FOR TYPICAL CONSTRUCTION DETAILS SUCH AS WALLS, CONTROL JOINTS, AND .4 t I / f - DEPRESSED SLAB DEPTHS WITH o7 21 oa INSULATION MEMBRANE PENETRATIONS AT RATED WALLS REFER TO DETAILS ( / \ ` STRUCTURAL DWGS 05 31 00-STEEL DECKING HANGERS DECKING: / COORDINATE WITH STRUCTURAL DWGS DECKING: / 15. FOR TYPICAL DROP CEILING CONSTRUCTION REFER TO DETAILS FOR SIZE ACOUSTICAL METAL DECKING, REFER TO COMPOSITE SLAB: CONCRETE OVER All 07 21 00-UNDERSLAB STRUCTURAL DRAWINGS S METAL DECKING. INSULATION INSULATION: \ ' I I STRUCTURE ABOVE PER STRUCTURAL DWGS 7"OVERALL THICKNESS IN 2-112" MAX 05 12 00-STRUCTURAL INSULATION: - — - — - 'r - ;..r - — - — - _ -- — LAYERS, R-38 STEEL FRAMING, COORD WI I I CLOSE STRIPS SET IN SEALANT STRUCT DWGS R 30 I "7"/".//2 STRUCTURE: 07 21 00 VAPOR RETARDER r + r 1 STRUCTURE: + , \ 07 46 46-SOFFIT PANEL f STEEL FRAMING, SEE STRUCTURAL STEEL FRAMING, SEE STRUCTURAL / '� DWGS. DWGS _ _ _ _ YIl_ j. CEILING SYSTEM.WHERE OCCURS CEILING: CEILING: 0540 00-3-518"METAL 05 40 00-HAT CHANNEL, 24"S QC 1 . ���j�j j�j///�� J r '/ fj / STUSEE REFLECTED CEILING PLANS FOR II 1 1 I 1 1 1 1 1 1 1 1 1 1 1 �I, 1 1 1 1 1 1 1 1 1 1 1 1 1 " SEE REFLECTED CEILING PLANS FOR f 11' \. '4 f -`r TYPE AND LOCATION - TYPE AND LOCATION 05 40 00-1-112"CHANNEL. r I 48"OC J \• CONDITIONS ALL 1/1 1 21A"DEEP SLOTTEDFC 04 SLIPTRACK CHANNEL CC`�� 07 52 23-ROOF COVER BOARD 1 '/z"x 1'/z" 16 GA. -' •-• AT RATED CONDITIONS -• 0610 00- 1"THK CONTINUOUS METAL ANGLE RATING TEST/FILE VALUE •- 1 07 54 23-POLYISO BOARD INSULATION RATING TEST/FILE VALUE STRUCTURAL CEMENT AT RATED CONDITIONS WHERE WALL OCCURS I I — - -_ ,r�-— I BOARD BETWEEN FLUTES WELD ,/ FIRE ONLY ESR 1151 1 HR I - --: _ - 07 21 00-VAPOR RETARDER FIRE: N/A N/A 1 a e - 14 GA. CONTINUOUS STEEL WHERE INCATED 1 i O 07 54 23 THERMAL BARRIER BOARD 4"TALL GWB AT RATED PLATE TO BOTTOM OF METAL ON CODE SHEET: 7-1-/- CONDITIONS DECK A ROOFING r r T ����'� r_r � ,' � FLOOR FINISH: — �. — :`�� " REVISIONS DATE MEMBRANE ROOFING; CLASS A / SEE FINISH SCHEDULE. ( PER PLAN" %� ./// /// - ' / 06 10 00-PLYWOOD __ / //, /; // / —' SHEATHING, COORD WI PERPINDICULAR TO FLUTES PARALLEL TO FLUTES STRUCT DWGS DECKING: / DECKING: ! PLYWOOD DECKING, REFER TO '/ 1"STRUCTURAL CEMENT BOARDl<> STRUCTURAL DRAWINGS / NOTE: CONSTRUCT DETAIL PER ICBO ER 5344 CYCLICAL CONDITION AT RATED CONDITIONS INSULATION: 06 18 00-GLUED-LAMINATED 05 40 00-COLD-FORMED 7"OVERALL THICKNESS IN 2-1/2"MAX /:/ //// ` CONSTRUCTION INSULATION: METAL FRAMING LAYERS, R-38 TOP OF ACOUSTICAL WALL TYP. //2/ / / � 06 17 33-WOOD!JOIST / ,CG STRUCTURE: / / STRUCTURE: > 3" = 1'-0" GLULAM AND TJI WOOD FRAMING: SEE ��� _ _ _ _ STRUCTURAL DWGS. .-:Y :;=T '. =- :: ' * -: COLD FORM METAL FRAMING, SEE `. -- - • — — STRUCTURAL DRAWINGS CEILING: 09 21 16-GWB-X CEILING: `-- CEILING SYSTEM,WHERE OCCURS Z FURRING. SIRE RATED WHERE OCCURS SEALANT FIRE STOPPING SEE REFLECTED CEILING PLANS FOR 2 LAYERS WHERE INDICATED ON CODE SHEET TO RECEIVE 1 HR RATING SEE REFLECTED CEILING PLANS FOR TOP OF METAL - -- BOTTOM SYSTEM, TYP. TIGARD TUALATIN SCHOOL DISTRICT TYPE AND LOCATION 11111111111111 L i_I 1 I I I 1 I 1 I I I I I TYPE AND LOCATION DECK OF STRUCTRE TIGARD HIGH — SUSPENDED CEILING SYSTEM, AS INDICATED ON RCP I /C-00 — 07 54 23-THERMOPLASTIC ROOFING I ! 1 SCHOOL RATING TEST/FILE VALUE 07 52 23-ROOF COVER BOARD N I I I I I . ..._..r. FIRE: . 1Z — 1 1! — i..- i -- ' `- i 07 54 23-POLYISO BOARD INSULATION \ MODERNIZATION ' ` a, A\ A i I—II N I I I \ I I _ -j - 1 07 21 00 VAPOR RETARDER 1_ , ROOFING ` �II.t . ,•� . 1- IF '-' 1 n N _ s 07 54 23 THERMAL BARRIER BOARD = `�...4' `� MEMBRANE ROOFING --- ' I i / ! .i �� IZo _ 1.1.,_.,,....::........,,,11,:.1;,:., _, t` / [ 1 I: 9000 SW DURHAM RD- m TIGARD, OR. 97224 ' _ t05 31 p0 STEEL DECKING 1DEFLECTION TRACK1e _ ,/ ` / N COORDINATE WITH STRUCTURAL DWGS � ' , IDECKING: �':'''_ ; I'-` " : JOB NO: 16992.00 FOR SIZE :�.; `� RUNNER TRACK /' - ACOUSTICAL METAL DECKING REFER TO I '\.;TR CTURAL DRAWINGS ` I \ • I ' ISSUE DATE: June 19, 2018 S05 12 00 STRUCTURAL I - " INSULATION: STEEL FRAMING, COORD WI DEFLECTION / 4 =i r Jurisdiction StampArea I - 7"OVERALL THICKNESS IN 2 112"MAX AD f STRUCT DWGS TRACK ;.�, LAYERS, R-38 05 40 00-1-112"CHANNEL, ACOUSTICAL i x STRUCTURE: 48"OC AOBATT011111/P' _ STEEL FRAMING, SEE STRUCTURAL 05 40 00-HAT CHANNEL. 24" %0INSULATION DWGS. ` ' OC _,' WHERE OCCURS SEE WT FOR .. I 1` 011111.- . GWB LAYERS CEILING: ;.. -':[ Ill !:'1I 1 L SEE REFLECTED CEILING PLANS FOR 07 46 46-SOFFIT PANEL 1 LAYER, 518"GWB X TYPE AND LOCATION 2LAYER, 518"GWB X 2 H 1 HR 1 HR 2 H ROOF, CEILING, & -410 2 ' 1\ Wm- I— FLOOR TYPES m FIRE RATED WALL FIRE RATED WALL NON FIRE RATED UJ co e.; PARALLEL TO FLUTES PERPENDICULAR TO FLUTES SCHEDULE Ln Cd F- co (2) TOP OF WALL TYP. 2 T c 0_ LU A . 03 DOOR SCHEDULE DOOR SCHEDULE OPENING ELE PANI OPENING ELE PANI SIZE DOOR FRAME DETAILS C CARD SEC. ELEC C SIZE f DOOR FRAME DETAILS C CARD SEC. ELEC C bassett,/ WID HEI RATING THRE GLAZ BLIN LAT READE HOLD CON . HDW COMMENTS (E) WID HEI RATING THRE GLAZ BLIN LAT READE HOLD CON . HDW COMMENTS (E) architects NO. TH GHT /LABEL TYPE MATL TYPE MATL HEAD JAMB SH TYPE DS CH R OPEN TACT OPER E = EXISTING NO. TH GHT /LABEL TYPE MATL TYPE MAIL HEAD JAMB SH TYPE DS CH R OPEN TACT OPER E = EXISTING A100-1 3'-0" 7'-0" F1 WD B HM 13/A9.41; 1/A9.41 13/A9.41; 6/A9.41 S-4 RS SOD5-2 10'-0" 10'-0" CD STL -- -- 721 NW 9TH Ave, Suite 350 3/A9.41 SOO5A-1 6'-0" 7'-0" F2 HM A HM 13/A9.41 13/A9.41 Portland, Oregon 97209 IA100A-1 3-0" 7'-0" FG AL A AL S-4 RS x x SOO5C-1 2'-6" T-0" F1 HM A HM T (206) 340 9500 F (206) 340 9519 IA1O0A-2 6-0" 7'-0" FG WD A HM 13/A9.41 13/A9.41 S-4 RS S006-1 10'-0" 10'-0" 1-HR CD STL -- -- 1A101-1 3-0" 7'-0" F1 HM A HM 13/A9.41 13/A941 SOO6A 3'-0" 7'-0" Fl HM A HM I A102-1 3-0" 7'-0" Fl WD B HM 13/A9.41, 1/A9.41 13/A9.41; 61A9.41 S-4 RS S007-1 3'-0" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 3/A9.41 S100D-1 7'-0" 8'-0" F2 WD A HM 13/A9.41 13/A9.41; DOUBLE EGRESS CIVIL ENGINEER & LANDSCAPE A102-2 3-0" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 41A9 41 A103-1 3'-0" 7'-0" F1 WD B HM 13/A9.41; 11A9.41 13/A9.41;3/A9.41 61A9.41 S-4 RS IS200A-1 6'-0" 7'-0" F2 WD A HM 13/A9.41 13/A9.41 Cardno A104-1 3'-0" 7'-0" F1 WD B HM 13/A9.41; 11A9.41 13/A9.41;3/A9.41 61A9.41 S-4 RS S201-1 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 6720 SW Macadam Ave Suite 200, A105-1 3'-0" 7'-0" Fl WD B HM 13/A9.41; 1/A9.41 13/A9,41;3/A9.41 61A9.41 S-4 RS 3/A9.41 Portland, OR 97219 T(503)-419-2500 A106-1 3'-0" 7'-0" F1 WD B HM 13/A9.41; 1/A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS S201-2 3-0" 7'-0" G WD A HM 13/A9.41; 1IA9.41 13/A9.32; 6/A9.41 S-4 RS A107-1 3-0" 7'-0" Fl WD B HM 13/A9.41; 1/A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS 3/A9.41 STRUCTURAL ENGINEER A108-1 3'-0" 7'-0" Fl WD B HM 13/A9.41; 1/A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS S202-1 3'-0" 7'-0" G WD A HM 13/A9.41; 11A9.41 13/A9.32; 6/A9.41 S-4 RS A109-1 3'-0" 7'-0" Fl WD B HM 13/A9.41; 11A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS 3199.41 Catena Engineers 9110-1 3'-0" 7.-0" F1 WD B HM 13199.41; 1199.41 13/A9.41;3/A9.41 61A9.41 S-4 RS S203-1 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 1500 NE Irving St., Suite 412 3/A9.41 Portland, OR 97232 A110B-1 3.-0" 7.-0" F1 WD A HM 13199.41 13/A9.41 5204-1 3-0" T-0" G WD A NM 13/A9 41; 1/A9.41 13/A9.32; 6/A9.41 5-4 RS T(503)-467-4980 E100-1 6'-0" 7'-0" 1 1/2-HR F2 WD A HM 4/A5.67 x x 3/A9.41 E100-2 6.-0" 7.-0" 1 112 HR F2 WD A HM x x S205-1 3'-0" T-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS MECHANICAL ELECTRICAL & E100A-1 8'-0" 7'-0" F2 WD A HM 13/A9.41 13/A9.41 x MANUAL HOLD OPEN 3/A9.41 PLUMBING ENGINEER E100A-2 9'-6" 10'-0" 1 1/2-HR CD STL -- -- 3/A5.66 2-HR FIRE SHUTTER S206-1 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS Glumac E100B-1 6'-0" 6'-9" FG2 HM A HM 1G-2 x 3/A9.41 900 SW Fifth Ave., Suite 1600 E101A-1 6'-0" 7'-0" F2 WD E HM 11/A9.41;4/A9.41 12/A9.41 6/A9.41 S-4 RS S206-2 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS Portland. OR 97204 E102-1 3'-0" 7'-0" F1 WD B HM 11/A9.41;4/A9.41 12/A9.41 6/A9.41 S-4 RS 3/A9.41 I(503)-227-5280 E103-1 3'-0" 7'-0" F1 WD B HM 11/A9.41;4/A9.41 12/A9.41 6/A9.41 S-4 RS S206A-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 E104-1 3'-0" 7'-0" F1 WD B NM 11/A9.41;41A9.41 12/A9.41 6/A9.41 S-4 RS S206A-2 3'-0" 7`-0" F1 WD A HM 13/A9.41 13/A9.41 I FOOD SERVICE CONSULTANT E105-1 6'-0" 7'-0" F2 WD E HM 11/A9.41;41A9.41 12/A9.41 6/A9.41 5-4 RS S207-1 4'-0" 7'-0" F1 WD B HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS Webb Foodservice Design E105-2 3'-0" 7'-0" G WD A HM 11/A9.41 12/A9.41 S-4 RS 3199.41 3700 SE Lafayette Ct. E106-1 3'-0" 7'-0" Fl WD B NM 11/A9.41;4/A941 12/A9.41; 6/A9.41 S-4 RS I S208-1 6'-0" 7'-0" G2 WD A HM 13/A9.41 13/A9.41 S-5 I Portland, OR 97202 4/A9.41 S208-2 3'-0" 7'-0" F1 WD B HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-5 RS T(503)-236-8566 .E107-1 3'-O" 7'-O" Fl WD B HM 11/A9.41;4/A941 12/A9.41: 6/A9.41 S-4 RS 3/A9.41 4/A9.41 S208A-1 3'-0" 7'-0" Fl HM A HM 13/A9.41 13/A9.41 I ACOUSTIC & AV CONSULTANT E108-1 3'-0" 7'-0" F1 WD B HM 11/A9.41;41A941 12/A9.41, 6/A9.41 S-4 RS 5208A-2 3'-0" 7'-0" Fl WD B HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS The Greenbusch Group 4/A9.41 3/A9.41 1900 W. Nickerson St., Suite 201 E109-1 3'-0" 7'-0" F1 WD B NM 11/A9.41;4/A941 12/A9.41; 6/A9.41 S-4 RS 5210-1 3'-6" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 I Seattle,WA 98119 4/A9.41 ST06-1-1 3'-0" 7'-0" 1-HR F1 NM A HM 13/A9.41 13/A9.41 I T 206-378-0569 E110-1 3'-D" 7'-0" F1 WD B HM 11/A9.41;4/A941 12/A9.41, 6/A9.41 S-4 RS ST06-2-1 3-0" 7'-0" F1 HM A HM 4-SIDED FRAME. ON ROOFTOP I 4/A9.41 W000C-1 8'-0" 7'-0" F2 HM A HM x x COST CONSULTANT E111-1 3-0" 7'-0" Fl WD A HM 1NOO1A-1 3'-0" 7'-0" 1-HR Fl HM A HM E112-1 3'-0" 7'-0" F1 WD C NM 11/A9.41 12/A9.41 S-4 RS W001 B 1 3.-0" 7.-0" 1-HR Fl HM A HM 13199.41 13/A9.41 740 740 Almaden lmConstruction Focus n St. E113-1 3'-O" 7'-0" G WD A NM 13/A9.41; 1/A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS W002-1 3'-0" 7'-0" F1 WD B HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS Eugene, OR 97402 E113-2 3'-0" 7'-0" G WD A NM 13/A9.41; 11A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS 3/A9.41 T 541-686-2031 El13A-1 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.41;3/A9.41 6/A9.41 S-4 RS W003-1 3'-0" 7'-0" Fl WD B NM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS El13A-2 5-0" 7'-0" CG AL -- -- 19/A9.41 20/A9.41 22/A9.41 Manual Coiling Door 3/A9.41 El13A-3 8'-0" 7'-0" CG AL -- -- 19/A9,41 20/A9.41 22/A9.41 Manual Coiling Door W003A-1 6'-0" 7'-0" F2 HM A HM I D` lF E114-1 3-0" 7.-0" G WD A NT M 13/A9.41; 1199.41 13199.32; 6/A9.41 S 4 RS W004 1 3' 0" -0" F1 WD A HM 131A9.41 13199.41 3/A9.41 W004-2 3'-0" 7'-0" F1 WD A HM 13/A9,41 13/A9.41 E114-2 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS WOO4A-1 3'-0" 7'-0" G WD A HM 13/A9.41 13/A9.41 S-4 RS L LORNE McCDNAC 3/A9.41 WOO4C-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 ••eineec 91 E115-1 3-0" 7'-0" G WD A NM 13/A9.41, 1/A9.41 13/A9.32; 6/A9.41 S-4 RS WOO4G-1 3'-0" 7'-0" F1 WD A NM 13/A9.41 13/A9.41 3199.41W004H-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 • E115-2 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS WOO4J-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 /SEA E,WA 3/A9. 3/A9,41 IE117-1 3-0" 7'-0" F1 HM A NM W005 1 6'-p" 6' 0" F2 HM A HM list NO E118-1 3'-0" 7'-0" Fl WD C NM 13/A9.41; 1/A9.41 13/A9.32; 61A9.41 S-4 RS W005-2 6-0" 6.-0" F2 HM A HM 14/A9.41 W005-3 8'-0" 7'-0" F2 WD A HM 13/A9,41 13/A9.41 x 0 12 18 I E119-1 6'-0" 7'-0" F2 WD A HM 13/A9.41 13/A9.41 W005-4 8.-0" 7.-0" F2 WD A HM 13/99.41 13199.41 x E120-1 6'-0" 7'-0" F2 WD E HM 11/A9.41;4/A9.41 12/A9.41; 6/A9.41 S-4 RS W006-1 3.-6" T-0" F1 WD A NM 13lA9.41 13199.41 2/A9.41 W007-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 E120C-1 3-0" 7'-0" G WD A WD 13/A9.41 13/A9.41 S-4 RS W007-2 3-0" 7'-0" Fl WD A NM 13/A9.41 13/A9.41 E12OC-2 3-0" 7'-0" Fl WD A HM 13/A9.41 131A9.41 WOO7A-1 3-0" 7'-0" G WD A HM 13/A9.41 13/A9.41 S-4 RS E121-1 3-0" 7'-0" Fl WD A HM 13/A9.41 13/A9.41 WOO7C 3-0" 7'-0" Fl WD A HM GATE 1 3'-0" 7'-0" Fl HM GATE STL x x GATE BY MANUFACTURER WOO7G-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 GATE 2 6-0" 8'-0" GATE STL GATE STL GATE BY MANUFACTURER WOO7H-1 3-0" 7'-0" Fl WD A HM 13/A9.41 13/A9,41 N1O0A-1 6-0" 7'-0" FG AL S9 AL IG-1 x x x WOO7J-1 3-0" 7'-0" Fl WD A HM 13/A9.41 13/A9.41 N100A-2 6'-0" 7'-0" FG AL S9 AL IG-1 x x x x W008-1 3-0" 7'-0" Fl WD A HM N101-1 6-0" 7'-0" FG AL SI1 AL S-4 x x W009-1 3'-0" 7'-0" F1 WD A HM N101-2 6'-0" 7'-0" FG AL 511 AL S-4 x x W010-1 6-0" 8'-0" F2 HM A HM 13/A9.41 13/A9.41 N101 B-1 6'-0" 7'-0" N2 HM A HM IG-3 x x W010-2 6-0" 8'-0" F2 HM A HM 13/A9.41 13/A9.41 N1O1C-2 6'-0" 7'-0" FG HM A HM S-4 x W011-1 4'-O" 7'-0" Fl WD B NM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS N101D-1 6-0" 7'-0" FG HM A HM IG-2 x x 3199.41 N104-1 3-0" 7'-0" G WD A HM 131A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS W011A 1 3.-0" 7.-0" Fl WD B HM 13199.41 13199.32; 6/A9.41 S-4 RS 3/A9.41 14/A9.41 N105 1 3' 0" 7-0" G WD A HM 13199.41; 1/99.41 13199.32; 6199.41 S-4 RS W012-1 3'-0" 7'-0" Fl WD B HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 3/A9.41 3/A9.41 N105-2 26'-6 9'-8 3/4" FPP - - - 1 FOLDING PANEL PARTITION I W100-1 6'-O" 7'-0" FG AL S11 AL IG-2 x x x x 123/256" I W100-2 6-0" 7'-0" FG AL S11 AL IG-2 x x x N106-1 6-0" 7'-0" G2 WD A HM 13/A9.41 13/A9.41 S-4 x W101-1 6'-0" 7'-0" FG AL SI3 AL S-4 x x x N107A-1 3'-0" 7-0" Fl WV A HM 13/A9.41 13/A9.41 I W101 2 6.-0" 7.-0" FG AL SI3 AL S-4 x x N107B-1 3-0" 7'-0" Fl WV A HM I13/A9.41 13/A9 41 W101-3 9'-6" 10'-0" 1 1/2-HR CD STL -- -- 11/A5.31 OVERHEAD FIRE COILING DOOR N1O7C-1 3'-0" 7'-0" Fl WD A HM 13/A9.41 13/A9.41 W101A-2 8'-0" 7'-0" F2 HM E NM IG-1 x N107D-1 3'-0" 7'-0" Fl WD A HM 13/A9.41 13/A9.41 W101A-3 7'-6" 7'-0" F2 WD A NM x N107E-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 WI0113-1 9'-10" 9'-11" 11/2-HR CD STL -- -- 4/A5.63 20/A5.63 N108-1 3-0" 7'-0" F1 HM A NM 13/A9.41 _ 13/A9.41 W101C-1 8'-O" 7'-0" F2 WD A HM x N109-1 3-0" 7'-0" F1 HM A NM 13/A9.41 13/A9.41 W101C-2 8'-0" 7'-0" 11/2-HR F2 WD A HM 13/A9.41 13/A9.41 x x N109-2 3'-0" 7'-0" F1 HM A HM W101E-1 6-0" 7'-0" 1-HR N2 HM D HM 2/A5.32 IG-4 x x - (► N110-1 6-0" 7'-0" F2 WD A HM 13/A9.41 13/A9.41 W102A-1 8'-0" 7'-0" F2 WD A HM I N110-2 10'-0" 10'-0" CDV STL -- -- W103-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 I N110A-1 3-0" 7.-0" Fl WV B HM 13/A9.41 13/A9.32; 6199.41 S-4 SIRS W104-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 1 1 ADDENDUM 4/20/18 14/A9,41 W105-1 6-0" 7'-0" FG AL A AL IG-2 N110B-1 3-0" 7'-0" F1 HM A NM 1 W105-2 6'-0" 7'-0" FG AL A AL IG-2 N110C 1 3-0" 7.-0" F1 HM A HM W105A-1 4'-6" 7'-0" Fl-F WD A HM # REVISIONS DATE N111-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 W106-1 12'-10" 8'-0" CG AL -- -- 19/A9.41 20/A9.41 22/A9.41 N112-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 W107-1 3-0" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 N113-1 3-0" T-0" Fl HM A HM 13/A9.41 13199 41 W108-1 3'-6" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 N114-1 3-0" 7'-0" 1-HR Fl NM A HM 13/A9.41 13/A9.41 W108-2 12'-10" 8'-0" CG AL -- - 19/A9.41 20/A9.41 22/A9.41 N115-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 W108-3 12'-10" 8'-0" CG AL -- - 19/A9.41 20/A9.41 22/A9.41 N116-1 3-0" 7'-0" F1 WD A HM W108-4 12'-10" 8'-0" CG AL -- 19/A9.41 20/A9.41 22/A9.41 N117-1 3-0" 7'-0" F1 WD A HM W108-5 12'-10" 8'-0" CG AL - -- 19/A9.41 20/A9.41 22/A9.41 N118-1 3-0" 7'-0" F1 WV A HM W108-6 3-0" 7'-0" F1 WD A NM 13/A9.41 13/A9.41 N200B-1 3'-6" 7'-0" G WD A HM 13/A9.41 13/A9 41 S-4 x WI08-7 6-0" 7'-0" F2 'HM A HM N200B-2 3'-0" 7'-0" FG HM D HM IG-4 x W108C-1 3-0" 7'-0" F1 WD C HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS G G E N E RAL._N _ S N201-1 3-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 14/A9.41 3/A9.41 W108E-1 3'-0" T-0" Fl HM A HM 13/A9.41 13/A9.41 N202-1 3-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9,32; 6/A9.41 S-4 RS W108F-1 3'-0" 7'-0" F1 HM A HM 3/A9.41 W108G-1 3-0" 7'-0" F1 HM A HM 1. VERTICAL FE:NETRAST10nf#MMTMEM NY-FFACTOR: N203-1 3'-0" 7'-0" G WD A HM 13/A9.41; 11A9.41 13/A9.32; 6/A9.41 S-4 RS W108H-1 3-0" 7'-0" F1 HM A HM ME I AL FRAMING: PER COOLER MNFR 3/A9.41 W109-1 3'-0" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 ' N204-1 3-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 'RS W109-2 3'-0" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 ENTRANCE E1.99R----06€ 3199.41 WINDOWS- 11':(21 TIGARD TUALATIN SCHOOL DISTRICT N205-1 3-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS W109A-1 3-0" 7'-0" F1 HM A HM SCLC ALL FRAMES- 0.26 MAX 3/A9.41 W109B-1 3-0" 7.-0" F1 HM A NM 13/A9.41 13/A9.41 N206-1 3-0" 7.-0" G WD A HM 13199.41; 1/A9.41 13199 32; 6/99.41 S-4 1 RS W109C-1 3-0" 7'-0" F1 HM A NM 13/A9.41 13/A9.41 f1UHILUN IA'.I-ENES I KA I UN MAX ASSEMBLY U I-AU I UK: TIGARD HIGH 3/A9.41 � W109D-1 3-0" 7'-0" •F1 •HM A HM 13/A9.41 13/A9.41 SKYLIGHTS- 07.� N207-1 3-0" T-0" G WD A HM 13/A9.41, 1199.41 13199.32; 6199.41 S-4 RS 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 RSxHGC ALI FftAMFc- n.'..--1 ^ i-i OOL. 3/A9.41 W110-2 15-0" 4'-0" CC AL -- -- x Electric Coiling Ctr Grille (V_ ------------------ N208 1 3'0" T-0" G WD A HM 13199.41; 1199.41 13199-32; 6199.41 54 RS W111A 1 3'0" T-0" F1 WD B NM 13/A9.41; 1199.41 13/A9.32; 6/A9.41 S-5 RS 2. REFER TO D=TAILS . 1 1,45.21 JAND 21A5.21 3/A9.41 3/A9.41 FOR EXTERIr�R FENESTR 4TION FLASHING SEQUENCES FyI O D E R N I ZAT 10 I� N209-1 3'-0" 7'-0" 0 WD A HM 13199.41; 1199.41 13/A9.32; 6/99.41 S-4 RS W111B-1 3-0" 7'-0" F1 WD B HM 13/99.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 3/A9.41 3/A9.41 3. GLAZING TYPES: N210-1 3'-0" 7'-0" G WD A HM 113/A9.41; 11A9.41 13/A9.32; 6/A9.41 S-4 RS W111C-1 3-0" 7'-O" F1 WD A HM 13/A9.41 13/A9.32, I • • - 3/A9.41 14/A9.41 U- A!UE: 0.20 MAX N211-1 3-0" 7'-0" G WD A HM 13/A9.41: 1/A9.41 13/A9.32; 6/A9.41 S-4 RS W111D-1 3'-0" 7'-0" Fl WD A HM 011C : t;.1'CM,4i1 I 3/A9.41 W112-1 3'-0" 7'-0" F1 WD A HM - 2U gQAI3QLITE: 14"ANNEALED FLOAT GLASS 9000 SW DURHAM RD. N212-1 3-0" 7'-0" F1 WD A HM 113/A9,41 13/A9,41 W112A-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 INB''RD LITE: 1/4"ANNEALED FLOAT GLASS TIGARD, OR. 97224 N213-1 3-0" 7'-0" F1 WD A HM I13/A9.41 13/A9.41 W113-1 3-0" 7'-0" F1 WD A HM IG-2:ALL EXTERIOR TYPE 3 SOUTH AND WEST FACING UNO N214-1 3-0" 7'-0" F1 NM A HM 13/A9.41 '13/A9.41 W113A-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 U-VALUE: u.zu IVIAA JOB NO: 16992.00 N214-2 3-0" 7.-0" F1 HM A HM4-SIDED FRAME W114-1 6'-O" 7'-0" F2 WD A HM 13/A9.41 13199.41 ;I C' 0'2 - 'o ISSUE DATE: June 19, 2018 N214-5 8'-0" 8'-0" GATE SIL GATE STL x x x GATE BY MANUFACTURER W115-1 3-0" 7`-0" F1 FWD A HM 13/A9.41 13/A9.41 nUTI'tOARD LITE:: ANNEALEDF_1.OA1 GLASS N215-1 3'-0" 7.-0" F1 HM A NM 13199.41 13/A9.41 W115-2 3-0" 7'-0" F1 HM A HM INBCARD LITE- 114'ANNEALED FLOAT GLASS Jurisdiction Stamp Area N216-1 3'-0" 7'-0" F1 HM A HM 13/A9,41 13/A9.41 W116-1 3-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 IG-3: EXTERI DR SOUTH FAXING CLASSROOMS BY LOADING DOCK S000A-1 8'-0" 7'-0" F2 WD A HM 13/A9.41 13/A9.41 x X W116-2 3'-0" 7'-0" F1 HM A HM U-VALUE: 0.20 MA:. 1 SOD0A-2 7'-6" 7'-10" N2 HM D NM IG-1 x W116A-1 3'-0" 7'-O" F1 WD A HM :,I Imo:. 0.22 MA;. 1 S000B-1 T-6" 7'-0" N2 HM A HM IG-1 X x W117-1 6-0" T-0" G2 WD A HM 13/A9.41 13/A9 41 S-5 RS nI IT' ARV I ITF• 1/4"ANNFAI Fn FI OATJ3J ASS I S001-1 3-0" 7'-0" F1 HM A HM I13/A9.41 13/A9.41 I W117-2 6-0" 7'-0" G2 WD A HM 13/A9.41 13/A9.41 5-5 RS INB••RD LITE: 1/ "ANNEALED FLOAT GLASS S002-1 6'-0" 7'-0" G2 WD A HM S-4 RS I W117-3 6'-0" 9-0" CD STL -- - LAMI ATED Manual Coiling Door S002-2 6'-0" 7'-0" G2 WD A HM S-4 RS W117A-1 6'-0" 7'-0" F2 WD A HM 13/A9,41 13/A9.41 IG-4: FIRE • •TED GLASS UR GLALING IN A I-11-(t RA I EU 1/VA-L S002-3 6'-0" 7'-0" A HM IG-1 x W201-1 3'-0" 7'-0" F1 WD A HM 13/A9.41 13/A9.41 u v JE.0.2014�1 SOO2A-1 3-0" 7'-0" F1 WD B HM 13/A9.41; 1/A9.41 13/A9 32; 6/A9.41 S-4 RS W202-1 6-0" 7'-0" G2 WD A HM 13/A9.41 13/A9.41 S-5 RS 0110 . 0.22 Mil - 441-MAX 3/A9.41 W202-2 6'-0" 7'-0" G2 WD A HM 13/A9.41 13/A9.41 S-5 RS OUT:OARD LITE: 1/4"ANNEALED FLOAT GLASS SOO2B-1 6-0" 7'-0" F2 HM A HM I W202-3 3-0" 7'-0" F1 HM A HM 13/A9.41 13/A9.41 INB••RD LITE: 114"ANNEALED FLOAT GLASS S003-1 6-0" 7'-0" G2 WD A HM S-4 IRS W202A-1 6-0" 7'-0" F2 WD A HM S004-1 3-0" 7'-0" G WV A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 IRS W202B-1 6-0" 7'-0" F2 HM A HM 13/A9.41 13/A9.41 S-T: SING-Lt. Ialui' uLAZING LU1NTERIOAPPLIGATIONS UNOD00 R SCHEDULE 3/A9.4114" NNEALCD F ;F-6 tt@ b400 •2 S004-2 3'-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 .RS V 03 1 3' 0" T-0" F1 WD A HM 13199.41 13199.41 I- 0_ 3/A9.41 S-2: SINGLE VISION LAMINATED GLAZING;ARCHITECTURAL CASEWORK W co d- SOO4A-1 3-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 1/4"ANNEALED FLOAT GLASS Cl)Ca 31/9.41 S-3: SINGLE VISION FIRE RATED �~J N SOO4A-2 3-0" 7'-0" G WD A HM 13/A9.41; 1/A9.41 13/A9.32; 6/A9.41 S-4 RS 1/4"GLASS CERAMIC SAFETY GLAZING _ co 3199.41 GLAZED LITES IN FIRE DOORS c IS005-1 5-0" 7'-0" F1-FG HM A HM 13/A9.41 13/A9.41 S-4 RS C (N S 4: SING4"AT GLAZED LE VISION ETES IN DOORS AND SIDELITES ERED GLAZING f: 99 . 31 UJ S-5: SINGLE VISION CATEGORY II GLAZING 0... 114"GLASS AT WRESTLING.WEIGHT AND ALL AREAS SURROUNDING THE AUXILIARY GYM i 24 OPNG WIDTH2' aSSett / OPENING WIDTH �, 2 2" N 2-\ OPNG 1-6 , -2 2 -„uv OPNG 1'-6" 2" 2" OPNG -2" architects O ic 0 WIDTH j; i WIDTH I WIDTH cm Nr 721 NW 9TH Ave, Suite 350 N " Portland, Oregon 97209 i s 0 H H T (206) 340 9500 F (206) 340 9519 w N - CD w 0 CD w a w w 0 CO 2 = _ _ Z 0 0 ` 0 0 LD FOR EXTERIOR TYPES S9 AND 511 REFER TO THE EXTERIOR o o o o o CIVIL ENGINEER & LANDSCAPE STOREFRONT TYPES SHEET • Cardno � • FLOOR LINE T.O.C. 6720 SW Macadam Ave Suite 200, FOR INTERIOR TYPE SI1 AND S13 REFER TO THE INTERIOR �• Nv •• -s1 i• •p -- - Portland, OR 97219 STORFRONT TYPES SHEET T(503)-419-2500 0 CD 0 0 0 STRUCTURAL ENGINEER Catena Engineers DOOR FRAME 1500 NE Irving St., Suite 412 Portland. OR 97232 MECHANICAL ELECTRICAL & WIDTH WIDTH PLUMBING ENGINEER #e , li WIDTH WIDTH Glumac900 SW Fifth Ave., Suite 1600 Portland, OR 97204 �� �� T(503)-227-5280 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH /„ / / / .4 FOOD SERVICE CONSULTANT $" 7" 7" 8" 7 7" 7" 7" 7" 7"7" 7" 1'6" 7" 7" 7" 7" ,( fiJ2r / / ,� / / ,� / / Webb Foodservice Design I I- -- 71 ���� �� �� _ �C _ �C _ �. ,k - -\ 3700 SE Lafayette Ct. - _ °O� - - °O °D °D O Portland, OR 97202 I _ I I T(503)-236-8566 = C? CD - -- CD - - 2 -i = I I -- z "' I- I- _� _ _ ACOUSTIC & AV CONSULTANT kf i - -iTi _ � z m c� w • w The Greenbusch Group �� - 1 z i 1900 W. Nickerson St., Suite 201 ' o - b Seattle,WA 98119 >La I N v N , T 206-378-0569 Lf) w 1 i -I -__-`Q C o A h • : : • • \ , FLOOR LINE T.O.C. COST CONSULTANT r - \ . . • a • •• FOLDING PANEL PARITION Construction Focus W/PORCELAIN STEEL COILING COUNTER GRILLE, �� BACK MARKERBOARD COILING DOOR WITH COILING GRILLE. FRAME ��� UNEVEN FLUSH FULL �� 740 Almaden St. ¢ F'F J VISION GLASS CC FRAME BY CG BY MANUFACTURER N NARROW LITE DOUBLE 0 FULL GLASS 2 LITES G2 HALF GLASS DOUBLE �-F GLASS FT LUS F2 FLUSH DOUBLE ( {� ) HALF GLASS F1 FLUSH Eugene. OR 97402 SURFACE BY MANUFACTURER �/ �J BY MANUFACTURER CD COILING DOOR, FRAME BY4 1-686-2031 MANUFACTURER. FRAMET. =TEMPERED GLAZING MANUFACTURER r'J-H UNEVEN FLUSH DOOR TYPES 14'-8" (S- OPENING WIDTH V OPENING WIDTH CLORA NtrCOt AC 2" 2" 2" 2" 2" -, Y ease 91 3' 0" iiv 3' 1" 3' 0" 2" N4r -Ar 41 Ar 4r \i.8- 1 I• OPENING WIDTH OPENING WIDTH 2��'`OPENING WIDTH '-2" dmSEA E,WA ir -77 •til N - Ar .IIr Air N ' ,-•,,- H H 'iN _ _ 0 12 18 = o o x C7 W W 0 0 O = 2 IZ - Z - C) �> I I C7 0 C7 Z co ao Z Z Z Z Z ao W zo w Zo d 0- 0- O pA. 0 N - CV N w7 ui LU LU U7 -J U) -LU lil UJ I cn J Ili wLLJ $;�� ��k ` \ FLOOR LINE T.O.C. O HM 5 ) HM ( 4 } HM/- .. ® HM, SERVICE WINDOW; O HM O HM DOUBLE SLIDER RELITE FRAMES RECITE SCHEDULE GLAZING GENERAL NOTES OPENING SIZE RATING/ FRAME DETAILS GLAZING COMMENTS (E) NO. WIDTH HEIGHT LABEL TYPE MATL HEAD JAMB THRESH TYPE BLINDS EXISTING 1. VERTICAL FENETRASTION MAX ASSEMBLY U-FACTOR: METAL FRAMING: IR101A-1 9'-9" 9'-2" 5 HM 4/A9.41 5/A9.41;2/A9.41 6/A9.41 'S-1 RS FIXED STOREFRONT- 0.28 --- ENTRANCE DOOR- 0.65 I R101A-2 13'-0" 9'-2" 6 HM 4/A9.41 5/A9.41; 21A9.41 6/A9.41 S-1 RS WINDOWS- 0.29 I RA100-1 4'-0" 4'-2" 3 AL 7/A9.41 71A9.41 8/A9.41 S-4 RS 08 56 59 Service Window Unit SCGC ALL FRAMES- 0.26 MAX I RA101-1 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 31A9.41 S-1 RS RA103-1 4'-0" 4'-2" 1 HM 11A9.41 3/A9.41 3/A9.41 S-1 RS HORIZONTAL FENESTRATION MAX ASSEMBLY U FACTOR: ---. _.... - _ - - IZ4104 1 4' 0" 4'2" 1 HM 11A9.41 31A9.41 3/A9.41 S-1 RS SKYLIGHTS 0.45 I(RA105-1 4'-0" 4'-2" 1 HM 1/A9.41 31A9.41 3/A9.41 S-1 RS -__ SHGC ALL FRAMES- 0.33 I RA106-1 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 5-1 RS RA110-1 4'-0" 4'-2" 3 AL 71A9.41 7/A9.41 8/A9.41 5-4 RS 08 56 59 Service Window Unit -_ 2. REFER TO DETAILS 1 1 /A5-21 1AND I 2/A5.21 I RA112-1 10'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS 1 ADDENDUM 4/20/18 FOR EXTERIOR FENESTRATION FLASHING SEQUENCES RA112-2 10'-0" 4'-2" 1 HM 11A9.41 3/A9.41 31A9.41 S-1 RS 3. GLAZING TYPES: RA112-3 10'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS / * \ REVISIONS DATE IG-1:ALL EXTERIOR TYPES NORTH AND EAST FACING RE102-1 4'-0" 4'-2" 1 HM 4/A9.41 5/A9.41 5/A9.41 S-1 RS U-VALUE: 0.20 MAX RE103-1 4'-0" 4'-2" 1 HM 4/A9.41 4/A9,41 51A9.41 S-1 RS SHGC: 0.26 MAX RE104-1 4'-O" 4'-2" 1 HM 4/A9.41 5/A9,41 51A9.41 S-1 RS VISIBLE LIGHT TRANSM: 59%MAX RE105-1 13'-0" 9'-2" 6 HM 4/A9.41 5/A9.41; 21A9.41 6/A9.41 S-1 RS OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS RE105-2 14'-8" 9'-2" '6 HM 4/A9.41 5/A9.41; 2/A9.41 6/A9.41 S-1 RS INBOARD LITE: 1/4"ANNEALED FLOAT GLASS IG-2:ALL EXTERIOR TYPES SOUTH AND WEST FACING UNO RE113A-1 2-0" 5'-O" :1 HM 1/A9.41 3/A9.41 31A9.41 S-1 RS -- - --- U-VALUE: 0.20 MAX RE120-1 6'-4" 9`-2" !4 HM 11/A9.41 11/A9.41;2/A9.41 61A9.41 S-1 RS SHGC: 0.22 MAX RE120C-1 4'-0" 4'-2" '1 HM 4/A9.41 5/A9.41 51A9.41 S-1 RS VISIBLE LIGHT TRANSM: 44%MAX RE120C-2 4'-0" 4'-2" 1 HM 4/A9.41 5/A9.41 51A9.41 S-1 RS OUTBOARD LITE: 114"ANNEALED FLOAT GLASS IRN04-1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9,41 31A9.41 S-1 RS INBOARD LITE: 1/4"ANNEALED FLOAT GLASS IG-3: EXTERIOR SOUTH FACING CLASSROOMS BY LOADING DOCK RN05 1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS U-VALUE: 0.20 MAX RN07-1 10'-0" 3'-10" ,2 HM 1/A9.41 3/A9.41 31A9.41 S-1 RS SHGC: 0-22 MAX RN09-1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS VISIBLE LIGHT TRANSM: 44%MAX RN104-1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS OUTBOARD LITE: 1/4"ANNEALED FLOAT GLASS RN107A-1 6'-0" 4'-0" 12 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS INBOARD LITE: 1/4"ANNEALED FLOAT GLASS LAMINATED RN107B-1 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3IA9.41 S-1 RS IG-4: FIRE RATED GLASS FOR GLAZING IN A FIRE RATED WALL RN107C-1 4'-0" 4'-2" �1 HM 11A9.41 3/A9.41 31A9.41 S-1 RS U-VALUE: 0.20 MAX RN107D-1 4'-O" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS TIGARD TUALATIN SCHOOL DISTRICT SHGC: 0-22 MAX RN110A-1 6-0" 4'-0" !2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS VISIBLE LIGHT TR 44%MAX RN201 1 10'-0" 3' 10" 2 HM 1/A9.41 3/A9.41 3IA9.41 S-1 RS 1-I GA R D I-I I G H OUTBOARD LITE: 114/4""ANNEALED FLOAT GLASS RN202-1 10'-0" 3'-10" '2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS INBOARD LITE: 1/4"ANNEALED FLOAT GLASS RN203-1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS S-1: SINGLE VISION GLAZING:ALL INTERIOR APPLICATIONS UNO RN206-1 10,-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS S C H OO I 114"ANNEALED FLOAT GLASS RN208-1 6'-0" 4'-0" 2 HM 11A9.41 3/A9.41 3/A9.41 5-1 RS v L RN210-1 10,-0" 3'-10" 2 HM 1/A9.41 3/A9.41 31A9.41 5-1 RS S-2: SINGLE VISION LAMINATED GLAZING;ARCHITECTURAL CASEWORK 1 10'-0" 3'-10" 2 HM 11A9.41 3/A9.41 3/A9.41 S 1 RS MODERN I ZAT I 0 I` 1/4"ANNEALED FLOAT GLASS ----- RS002-1 10,-0" 3'-10" 2 HM 1/A9.41 3/A9,41 3/A9.41 5-1 RS S-3: SINGLE VISION FIRE RATED RS003-1 8'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS 1/4"GLASS CERAMIC SAFETY GLAZING RS004-1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS GLAZED LITES IN FIRE DOORS RS004A-1 9'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RS004A-2 9'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 31A9.41 5-1 RS 9000 SW DURHAM RD. S-4: SINGLE VISION TEMPERED GLAZING TIGARD, OR. 97224 R5004A 3 9'-O" 3'-10'' . 2 HM 11A941 3/A9.41 3IA9.41 S-1 RS 1/4"AT GLAZED LITES IN DOORS AND SIDELITES . RS004A-4 9-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS S-5: SINGLE VISION CATEGORY II GLAZING RS201-1 10'-0" 3'40" 2 HM 11A9.41 31A9.41 3/A9.41 S-1 RS JOB NO: 16992.00 114"GLASS AT WRESTLING. WEIGHT AND ALL AREAS RS201-2 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS ISSUE DATE: June 19, 2018 SURROUNDING THE AUXILIARY GYM RS202-1 10'-0" 3'-10" 2 HM 11A9.41 3/A9.41 3/A9.41 S-1 RS RS203-1 10,-0" 3'-10" 2 HM 1/A9.41 3/A9.41 31A9.41 S-1 RS Jurisdiction Stamp Area RS204-1 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RS206-1 8'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RS206-2 6-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RS206-3 10'-0" 3'-10" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RS206A-1 6-0" 4'-O" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RS206A-2 6-0" 4'-O" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS • RW002-1 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RW003-1 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RW003-2 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RWOO4A-1 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS I RW004A-2 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS RW004A-3 3'-6" 4'-2" 3 AL 71A9.41 71A9.41 81A9-41 S-4RS 08 56 59 Service Window Unit DOOR FRAME I RW007A-1 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS > > I RW007A-2 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 31A9.41 S-1 RS RELITE TYPE S C RWOO7A-3 3'-6" 4'-2" 3 AL 7/A9.41 7/A9.41 8/A9.41 S-4 RS 08 56 59 Service Window Unit I w 7 RW111A-1 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RS V J RELITE SCHEDULE .. _ _.._. 6.5 RW111A-2 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RS uz ,RW111A-3 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RS I -. Ccio I RW111 B-1 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-1 RS & DETAILS co 0 RW111 B-2 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RS 2 RW117-2 4'-0" 4'-2" 1 HM 1/A9.41 31A9.41 3/A9.41 S-5 RS A9 . 32t` RW117-3 4'-0" 4'-2" 1 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RSW RW117-4 6'-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RS a. RW117-5 6-0" 4'-0" 2 HM 1/A9.41 3/A9.41 3/A9.41 S-5 RS V COMPOSITE MTL FRAMING I V BOXED HEADER PER I WALL TYPE ICOUNTER WHERE OCCURS SCHEDULE UNO \j PER PLAN bassettj' I/ SST WRAP WINDOW WRAP, SEE KITCHEN • i architects DWGS 318"CHAMFER, TYP. ��� VARIES ' >----- WALL FINISH, / = WALL TYPE / ,F WALL FINISH, WHERE FT 112„ DIM PTdi_ WHERE OCCURS •. i \�PER PLAN 1 15116". 1 15/16" OCCURS TYP. ,r / ,� ,� \N- N a 721 NW 9TH Ave Suite 350 i - `` M.O. SEALANT1 DIM SEALANT AND BACKER ! r \ Portland, Oregon 97209 ROD, TYP. �, - _IP _ _ _ _ - - _ GLAZING HM FRAMEN ' I \ PT 0- T (206) 340 9500 F (206) 340 9519 �, REMOVABLE GLAZING STOP -%� .A'-> • PERPENDICULAR WALL ~� i HM FRAME 1_ ,, FRAMING (TYP) _ �` HOLLOW METAL FRAME \ III . r --7 FOLDING PANEL PARTITION .. DOOR PER SCHEDULEin zro- / 112"- ROOM SIDE CORRIDOR SIDE CORRIDOR SIDE i ROOM SIDE CIVIL ENGINEER & LANDSCAPE SECTION WALL FINISH SST DISH COUNTER, DIMPLE HM AT ANCHOR POINT, / ',,'• _ Cardno 12 N i PER PLAN SEEKITCHEN DWGS PUTTY, PAINT AND FINISH SEALANT, TYPT '1 \ G DIMaddh n REMOVABLE GLAZING STOP7 �; 6720 SW Macadam Ave Suite 200, %,\ •\ SMOOTH 1 15116" 1 15/16" ,� GLAZING PER SCHEDULE / i Portland, OR 97219 7 I PT I- � � T(503)-419-2500 \,/WALL TYPE - • �/ // I `� ROLLER SHADES AS PER PLAN 5112" I ' 'c INDICATED ON RELITE . �e �r ) 1 �,� i SCHEDULE r 1 15116" 1 15/16" STRUCTURAL ENGINEER I\/ DOOR PER ! 15116" VARIES 1 15116" a I FF ELEV �e j_ �r f Catena Engineers v SCHEDULE \ . 9 ' ,+a 1500 NE Irvin St., Suite 412 WALL THICKNESS+ 1" Portland, OR 97232 DOOR HEAD (E) CONCRETE WALL - : :4 a _•4 - °. • -. - . -" -• , - d':- - . .. 4' T(503)-467-4980 COUNTER SHUTTER SILL (JAMB SIM) HM DOOR HEAD WOOD STUDOPENING - HM RELITE SILL ON FL_ 0 HM RELITE HEAD METAL STUD MECHANP UMBINIGAENGINEERCAL & ('-- °---() 3" = 1'-0" 1 6 3" = 1'-0" 3" - 1'-0" 1-6) 3., = .11_011 3„ _ 1'-0" Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 COILING GRILLE SILL AT FLOOR COILING DOOR HEAD IN HM DOOR JAMB WOOD STUD ; _ 7- T-i- OODS SERVICE eCONSULTANT VVebb WALL FINISH,WHERE OCCURS TJ�I . -, �� • I 3700 SE Lafayette Ct. Design EXISTING CONCRETE X I Portland, OR 97202 P ,.R / I T(503)-236-8566 V COMPOSITE MTL FRAMING BOXED 12 • 11r" PER PLAN HEADER PER SCHEDULE At. n'P• ACOUSTIC & AV CONSULTANT The Greenbusch Group SEALANT, TYP. I N 1900 W Nickerson St., Suite 201 C I r DIM ��._. Seattle,WA 98119 '_: :.. �: :: ; �- t ► \` T 206-378-0569 COILING DOOR/GRILLE PER 1- HM FRAME ._._. . `� • lc NI PT CORRIDOR SIDE ROOM SIDE / DOOR SCHEDULE I I = PERPENDICULAR n ` COST CONSULTANT KIWALLTYPEPERPLM COILING DOOR BOTTOM BAR. -/I u" WALL •\ GLAZING PER SCHEDULE -- iii _ Construction Focus PER DOOR MANUFACTURER WALL FINISH. ----I-7 7 FRAMING (TYP) ` WHERE OCCURS 112" 1/2" a- - 740 Almaden St. 7 jc ►- DIM TRANSACTION WINDOW / n Eugene, OR 97402 SEALANT, TYPE .c V T 541-686-2031 R.C. TRANSMITTER, PER DOOR . PT IV C MANUFACTURER, AT FIRE RATED I Li COILING DOORS 'I L-f WALL THICKNESS+ 1" ' ! / - / 1 15116 15116, SAFETY EDGE AND SMOKE SEAL, PER DOOR DOOR PER 1 15116" VARIES 1 15116" r MANUFACTURER,AT FIRE RATED COILING SCHEDULE ,� VARIES C7 LOR'Y£?1icCO AC �[ l DOORS I . e erase 91 FINISH FLOOR ' ' SEE WALL TYPE 73 - HM DOOR JAMB WOOD STUD --- TRANSACTION WDW HD (JAMB SIM -- HM RELITE MULLION ovSEA E,WA COILING GRILLE THRESHOLD 12 3" = 1'-0" 3" = 1'-0" o 22 3" = 1'-0" ilt QCs 3" = 1'-0" 0 /2 18 WALL THICKNESS+1" HM DOOR HEAD METAL STUD 15116", 15/16, WALL FINISH, WHERE OCCURS 1 I �f COMPOSITE MTL FRAMING ---- , . Now--4111A PER PLAN WALL TYPE 1 BOXED HEADER PER SCHEDULE I I I I PERPENDICULAR WALL I_ J _ _ _ HM FRAME BEYOND - -rt.- Iv FINISH FACE LINE(TYP) I • TRANSACTION WINDOW - -,- 112" GLAZING PER SCHEDULE - t �' . Zo ''./121)(P. MATERIAL COUNTER REMOVABLE GLAZING TOP `r' SEALANT, TYP. I 4' \ 4" V1 L_____J `-' DIM e e e CORRIDOR SIDE ROOM SIDE COILING DOOR JAMB IN _- . • ' PT /7:::,..:- ,,i;r" DIMHM FRAME = DIM `�. �\EXISTING CONCRETE _ _ _ 0_ JPT11I W� HM FRAME 115116" jt;,1 I SEALANT I U' i SEALANT. TYP. AI I_ I o I rr DOOR PER / V WALL FINISH,WHERE OCCURS - I f I____O PER PLAN WALL FINISH, I _ SCHEDULE ` I . 1 WHERE I WALL TYPE WALL THICKNESS+ 1" OCCURS I PER PLAN HM DOOR HEAD METAL STUD HM RELITE SILL METAL STUD ---- (JAMB SIM.) 4� TRANSACTION WDW SILL (JAMB SIM) 3 i 3" = 1'-0" E8� 3, = 1'-0" 3 3" = 1'-0" • 1 1 � . // # \ REVISIONS DATE . -I • � � �� WALL TYPE HSS JAMB SUPPORT I — I PER PLAN BEYOND GLAZING Zo WALL FINISH PER --�� i I • ��` � - n �• � PLAN i / 1 REMOVABLE GLAZING STOP __ ` ram i , 1 _ Li HM FRAME ,II WALL TYPE _ I- 1 I _ WALL FINISH, '-I 112" PER PLAN �/ `� WHERE OCCURS :___i_r_...7..] TYP. COMPOSITE METAL I III 1 1 SEALANT `= ° DIM 4. FRAMED BOXED I J COILING DOOR HO JSING _ �� I I �_ HM FRAME ' HEADER PER • DOOR PER SCHEDULE - - I I `�' PT SCHEDULE I I \ • N g g <:. • 4 ( ' 1' COILING COUNTER DOOR I -' CORRIDOR SIDE i i °-°, ROOM SIDE '71---i • ( _ /(<7 COILING COUNTER- CORRIDOR SIDE ROOM SIDE REMOVABLE GLAZING STOP DOOR GUIDE BEYOND /' TIGARD TUALATIN SCHOOL DISTRICT `V \.: . - DIM 1 15116"e 1 15116"L GLAZING PER SCHEDULE / ROLLER SHADES AS � SST WRAP(SEE PT WALL THICKNESS+ 1" INDICATED ON RELITE <11;6" TIGARD HIGH KITCHEN DWGS) �' �1SCHEDULE J 1 15!16" CORRIDOR SIDE /� ROOM SIDEv 7 / / / SCHOOL HM DOOR/ RELITE JAMB/ HEAD de WALL THICKNESS+1 --- COILING GRILLE HEAD �- (SIM AT TRANSOM HM RELITE HEAD WOOD STUD MODERNIZATION 1 9/ 3" = 1'-0" \4) 3" = 1'-0" `� 3" = 11-0" COILING GRILLE JAMB 9000IAWDORHAMRD. TIGARD, OR. 97224 SST COUNTER BELOW, ),WALLTHICKNESS+ 1"` JOB NO. 16992.00 SEE KITCHEN DWGS 1 11116" 1 15116" SI, / V �/ ISSUE DATE: June 19, 2018 SST WINDOW WRAP, SEE KITCHEN DWGS Jurisdiction Stamp Area FACE OF WALL DEM POINT GLAZING PER SCHEDULE --_� INSIDE OF DOOR __ ` --,/-- \` REMOVABLE GLAZING TOP { JAMB 6" I ,:' 0 R.O. I L---J m\ f: w \ L('\ UNO - CORRIDOR SIDE ROOM SIDE PER PLAN CORRIDOR SIDES — 4. . �, r ROOM SIDE - DIM di �[nc HM FRAMEI PT IP > WALL FINISH PER 1"-" � L _ DIM 1 i SI ., ,.._ -. s-•`.•; PLAN T \ I ; I o 1 PT SEALANT - I INTERIOR DOOR & PER PLAN - COILING COUNTER DOOR AND WALL FINISH, - WALL TYPE RELITE DETAILS Q GUIDE, PER DOOR WHERE OCCURS MANUFACTURER I ` I PER PLAN uj co CO3X3x114"HSS JAMB SUPPORT. SEE CNJ co VARIES ite FOR TOP AND BOTTOM ATTACHMENT HM RELITE SILL WOOD STUD 1— 0o SEE WALL TYPE T- TYP. DOOR WALL JAMB DIM (JAMB SIMQ � � COILINGDOOR JAMB � } � co 30 3" 11_0 w A9 .41 / �c� � / 1 112 - 1 -03,. = 1'-0" CL .• li. bassett/ I .. �+ ' STEED architects --.--- / 1/2" `" �c�_-:':1 a REQUIRED • PER PLAN = c� TYP- CONCRETE CURB � 721 NW 9TH Ave, Suite 350 -`•• 518"Gap Portland, Oregon 97209 PER PLAN 1 518"TYP.'S' Screw 3 - ,,: ' . - jr v FF CONTROL JOINT 24"O.C. r_ rn - 1/4"ALUM EDGE TRIM T (206) 340 9500 F (206) 340 9519 ' --.',-4,T. s 4:. �.• -,-f--— 518"TYPE�,X,�GWB Steel Stud = _,.::•:, • — -. STRIPS -.._� Dim Point ��. i \\---' '-� �'} CIVIL ENGINEER & LANDSCAPE ' ,.. . 518"Type'X �" a —• Control Joint "d' , Card no Gypsum Wall Board Strips 4 , . d Fastened To Stud TILE - 'd ��. de 6720 SW Macadam Ave Suite 200, / - < - °� • - .d- d a- ` •- - a ° -., Portland, OR 97219 1-HOUR OR SMOKE CONTROL 1-HOUR OR SMOKE CONTROL V - = a _ + . 0033 00 JOINT SEALANT AND BACKER ROD T(503)-419-2500 - HORIZ CONTROL JOINT -VERT CONTROL JOINT - °a " $ d STRUCTURAL ENGINEER r�r� TYP. CONCRETE CURB AT WALLTYP CONTROL JOINT AT GWB • • 8 as \ j— , TILETERMINATIONPLANISECTION - _ - - , �-;---4. .LL 1112" - 1'-0" 1 11211 . 11-0" TYPE 10 TRANSITION , 00-33 00 SLAB ISOLATION JOINT FILLER 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & 1'-10" DOOR PANEL IV �_ PLUMBING ENGINEER DIV 22 FIXTURES, SEE PLUMBING • (WHERE OCCURS) Glumac �� — TILE I 900 SW Fifth Ave., Suite 1600 06 41 00-SOLID SURFACE ° f'•.'. RESILIENT TRIM Portland, OR 97204 7 1/2" - 06 41 00-SOLID SURFACE SINK I° '--y,:.;::',--.--.. .', -. ':...',:•.1__. _ 114"ALUM EDGE % T(503)-227-5280 / CAP AND INTEGRATED BACKSPLASH - „_< TRIM 74�' t EASE ALL EXPOSED EDGES, TYP GYP CONC `7 RESILIENT ATHLETIC FLOORING FOOD SERVICE CONSULTANT Webb Foodservice Design • ,/ 4 06 41 00 314”MDF TYP. METAL STUD �� OUTSIDE TILE WRAPPED CORNER-PLAN �� 1 3700 SE Lafayette Ct. 06 10 00-BLOCKING °° 3112" • • °� Portland, OR 97202 09 30 00-CT-1 '-'� � T(503)-236-8566 WALL PER PLAN TYPE 9 TRANSITION CBENTER DOOR PANEL,ITYP WRAP INTERIOR - �kACOUSTIC & AV CONSULTANT - I CONTINUOUS SHEET OF RECESS " �';I METAL BACKING CHANNEL The Greenbusch Group ��///111JJJ \ kk�Q r 1900 W. Nickerson St., Suite 201 L- , •T AT CENTERLINE • _ DOOR PANEL OF ITEM TO BE ANCHORED Seattle,WA 98119 / _ ` (WHERE OCCURS) T 206-378-0569 o \- - • PROVIDE SHEET METAL BACKING A------.."- I. CHANNELS IN THE WIDTH i' RESILIENT TRIM 0610 00 BLOCKING 06 42 00-314"MDF NECESSARY TO ACCOMODATE ITEM _ 114"ALUM EDGE COST CONSULTANT TO BE ANCHORED OR NOTED. ��� ,,,,,,,/ Construction Focus 10 2$00 PAPER TOWEL A5 REQ'D 1 TRIM - DISPENSER(OFCI) TILE LINO VCT 740 Almaden St. ` - 06 41 00-SOLID o - SECURE 113 #10 � Eugene, OR 97402 / _ SURFACE SINK SUPPORT SHEET METAL SCREW AT 3"O.C. OUTSIDE TILE/GYP CORNER-PLAN 14:1-, T 541-686-2031 BRACKET a _r DIV 22-SINK. INSULATE NOTE: SOLID WOOD BLOCKING PROVIDED AT ALL TOILET HANDRAILS w TYPE 7 TRANSITION CENTER TRANSITION 0 EXPOSED PIPES �, BENEATH DOOR PANEL, TYP ,C � r' `y TYP BACKING DETAIL N C? LORNE!►fcCONAC TRASH RECEPTACLE El 1 1!2'1 = 1'-071 LOCATIONN. ease 9l � , .: .:. - . \\\ DOOR PANEL SLA LL,WA CI • . . WHERE OCCURS .:::„..‹. ,...,_ .____ 112"METAL I �7— TRANSITION TRIM 0 /2 18 • EPDXY CONCRETE FLOORING UNO a q ; - d-a i I E 1 1 1 1 1 L - ad. a. - - - - d RECESSED PTD _ _ TYP TROUGH SINK DETAIL _ �,r d , = a � a _ 17 1 11 ° e 23 1112 = 1 -0 1/2"1 = 1 -a J30 1/4" EDGE TRIM TYPE 6 FLOOR TRANSITION TRANSITION AS SHOWN IN FINISH PLANS O INSIDE/OUTSIDE CORNER-ISOMETRIC Lor r TYP TILE EDGE DETAIL 0 3" = 11-0" �' ,___--- -- DOOR PANEL (WHERE OCCURS) J30 RESILIENT TRIM - TYP —FUR AT COLUMNS CPT EM 1 1/2" = 1'-0" - Il����l�l�il�i E 11111111111111111111111111111111111$11111111IIIIIII!Ip11111111IIIIII111111111111l111I1IB1111111111l1111111101''1hi Illll!111111IIIII � � ' Y 0964 66-VENTED BASE . • 09 64 00-TOUNGE&GROVE MAPLE TYPE 5 TRANSITION CENTER TRANSITION BENEATH DOOR PANEL,TYP 06 10 00-112"PLYWOOD 09 64 00-RESILIENT(ISOLATOR)PAD 09 64 00-VAPOR BARRIER - DOOR PANEL - —" (WHERE OCCURS) - LOWER LEVEL /1 ;_;_______� _ _ � RESILIENT TRIM - - e 187'-0" C7 ONC RESILIENT FLOORING / * REVISIONS DATE if, �fi iii //. TYPE 4 TRANSITION CENTER TRANSITION 8DTYPVENTED BASE BENEATH DOOR PANEL, TYP - 3 11-0" V DOOR PANEL WHERE OCCURS 112'' METAL 09 67 00-METAL TRIM I TRANSITION TRIM THICK SET 06 67 00-EPDXY OVERLAYMENT QUARRY TILE CONCRETE FLOORING i 1 TIGARD TUALATIN SCHOOL DISTRICT 318" RADIUS COVE PROFILE as ad e-. 06 67 00-EPDXY OVERLAYMENT - - TIGARD HIGH tea. da ,. d' . 06 67 00 GROUT PITCHED 70 ' RECESSED SLAB; • , ;T / SPECIFICATION WHERE OCCURS ° TYPE 3 FLOOR TRANSITION TRANSITION AS SHOWN IN FINISH S C H 00 L `w I LOWER LEVEL PLANS ii! �d--� MODERN IZATIOI' DOOR PANEL -. " - o ' . _ . • --, r" (WHERE (9 TYP EPDXY COVE BASE I OCCURS) 9000 SW DURHAM RD. 3" 1'-o" RESILIENT TRIM TIGARD, OR. 97224 = CPT OR EM I CONC JOB NO: 16992.00 IIIIIIIIIII!11lIIIIIIIiIIIIIIIIIIIIIIIIIIII111i1111111111E111111111l1111111I111111111111111511111111111111IIf111111111ip111111111111111111111111811111i11111��. ISSUE DATE June 19, 2018 - Jurisdiction Stamp Area TYPE 2 TRANSITION CENTER TRANSITION BENEATH DOOR PANEL, TYP 09 30 00-COVE BASE 09 30 00-QT-1 -1.,; N 09 30 00-CEMENTITIOUS BOND COAT DOOR PANEL (WHERE 09 30 00-EPDXY GROUT I OCCURS) - 09 30 00-THICK SET BONDED MORTAR BED RESILIENT TRIM • - REINFORCING CPT OR EM RESILIENT FLOORING 093000-CLEAVAGE MEMBRANE INTERIOR DETAILS 1111111111!11lIII11111l111111!IIIIlRI11!INIVIIIf11111N11111111111111IIIIIIII!IIII#1111!IIIlIIlIl11111191111NI1!I 1,0ll!1191 i- _ MAIN FLOOR . . .a , d I-- d 4 4 ,-,, . `1�4'� ,r 1 � 194'-011 pp TYPE 1 TRANSITION CENTER TRANSITION W • •. •( :: BENEATH DOOR PANEL, TYP CO i-:•••:, co SLAB RECESS @ QUARRY TILE TYP FLOOR TRANSITIONS 2 N 1 0 i 3" = 1'-011 61, = 1'-0" 0. UJ A9 . 51 CL 1 REFER TO ELEVATIONS 1;4" REFER TO ELEVATIONS WALL TYPE PER PLANS bassetti - 06 52 00-MDF BELOW. --0. WALL PER PLAN 06 1000- 1"FURRING STRIPS @ 24"O.C. 06 20 00 CONT.WOOD TRIM AT f- REFER TO ELEVATIONS architects FOR MDF TYPE BUTT JOINT EXPOSED EDGES, PAINT P-3 3 1/2" I I 114"REVEAL, EASED EDGES. TYP 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 i �� T (206) 340 9500 F (206) 340 9519 .....L I---I-I-1-1-I-I -I1I I11I- - L 1-1-, 1-1ITTTT, ' -T7-I I ,-1-I -,_{ 1-1-y- - & ' " 1c%%' \ \-%\1 TlT ,_,_,_,_, ,_,_,_,_ 1 � � � CML ENGINEER & LANDSCAPE ,-I-h-I'I I-I'I-I - -- - -' ''�''-'-`-�- - PER ELEV Jr° PER ELEVf� Cardno 09 51 00 ACOUSTICAL INSULATION 06 42 00 HARDWOOD TRIM 6720 SW Macadam Ave Suite 200, Portland, OR 97219 09 51 53-ACOUSTICAL WOOD FIBER PANEL T(503)-419-2500 TYP SFWS VERTICAL JOINT TYP AWFP HORIZ DETAIL TYP WAINSCOT HORZ DETAIL STRUCTURAL ENGINEER �1 6 3" _ 1'-0" 3„ = 1 1 1 , - — 0 , fi Catena Engineers — -011 31. = 1 -0 1500 NE Irvin St., Suite 412 Portland. OR 97232 T(503)467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland. OR 97204 s - 0 WALL TYPE PER PLAN T(503)-227-5280 1 afi 20 00 CONT.WOOD FOOD SERVICE CONSULTANT TRIM AT EXPOSED Webb Foodservice Design EDGES, PAINT P-3 3700 SE Lafayette Ct. Portland, OR 97202 = 061000-BLOCKING T(503)-236-8566 s� 0 WALL TYPE PER PLAN ACOUSTIC & AV CONSULTANT / - 09 51 53-ACOUSTICAL >_< . The Greenbusch Group \ 4 d WOOD FIBER PANEL _ 1900 W. Nickerson St., Suite 201 s 0WALL TYPE PER PLANS ■s \ WALL TYPE PER PLANS Seattle, WA 98119 09 72 00 1”SQUARE T 206-378-0569 SIDE LOAD TRACK --'`'_'_'_ +48" +54314„ I-t-I-i-I w COST CONSULTANT I'I'I'1 ! 09 72 00 STRETCHED ,; ><. L Construction Focus �' 1-,-TFABRIC - -i-I-i- 740 Almaden St. I�1-'-1 Z - 2 112"X 314"MAPLE TRIM 2 112"X 314"MAPLE TRIM 1 09 72 00 1" SEMI w w >-< ,:i Eu ene. OR 97402 F'_I_k'�I. RIGID FIBERGLASS Sao moo T 541-686-2031 SUBSTRATE I-I-I-I-I- 1-1--,-1-, f-I-I-1-I- ' .._._.<,' - ><::': ' • 1-I-1-I-1 - 1-,-1-1-I - I�l�IFI�k� i ' 1 � 06 10 00 BLOCKING ? / 06 10 00-NAILER /it A / 06 10 00 NAILER MILLWORK CORNER DETAIL \- 062000-CONT. WOOD1 C� LORNEMcCO3NAC ► I F TRIM AT EXPOSED / / 06 20 00-Z-CLIPS / 06 20 00-Z-CLIPS - ease 91 rTi T'�; EDGES. PAINT P-3 • .,rte ,'- / o , f—IiI-1 — , 1 1-1—, 1 + ASEA E,WA N101 CORNER DETAIL A `''''''''' TYP AWFP VERT DETAIL ',!;!;';= 0642 00 MDF-1 r ,_, I-,_ 114" .g ° (2?) 111= 1'-0"' I 1 2 3,1 = 11-0" \ REVEAL \ 0 18 w ><...: - 097200- 1" z ><:._,: C MIDWALL TRACK , •- I 711 o) r!;!�'-T!R!IOPP- ._.`'li= 10 11 46-J TRIM , 1 i I AT ALL EXPOSED EDGES 1—, 1-1—I I >-<:.: ><: �� D6 42 00 MDF-2 1-- 061000-NAILER /� 061000-NAILER 10 11 46-TACKABLE WALL SURFACEI _ii-i_ I `` 10 11 46 ADHESIVE • I—I-1—I-1 I--I—f-I' > - i-I-f- {-,I w _ ><*:. - yV-I-I-I-PI-1-I-I-II w - GSD 7 1" AR ! I - 09 2 00 SQUARE , • _ _ SIDE LOAD TRACK w ? WALL TYPE PER PLANS ><, cwn s \ 09 65 00-RESILIENT BASE � 09 65 00- RESILIENT BASE STRETCHED FABRIC TO \ J MILLWORK CORNER DETAIL WRAP AT ALL EXPOSED I W- \ iii �� SIDES, TYP 4 } `\ Al - \ /1 LOWER LEVELfth \ J- LOWER LEVELfth 187'_011 187'-01, Ar E4cry) N101 CORNER DETAIL B TYP SFWS DETAIL \ TYPTWS EDGE TRIM MDF-1. WAINSCOT VERT DETAIL MDF-2 WAINSCOT VERT DETAIL � 1,. . 1,-0" 18 3,1 _ 1`-0'{ — 1 3 = 11.011 ® 3" = 1.4. 3 311_0,1 '* \ REVISIONS DATE MILLWORK CORNER DETAIL N101 CORNER DETAIL C E.L.i„."-r. iu . ,,_0., V TIGARD TUALATIN SCHOOL DISTRICT 0 WALL TYPE PER PLANS _ TIGARD HIGH iiiBLOCKING AS ill / REQUIRED X i 06 42 00 HARDWOOD TRIM SCHOOL ill 062000 ZCLIPS MODERNIZATION 111' 06 10 00-518"PLYWOOD -- 06 20 00-Z-CLIPS tI1l 9000 SW DURHAM RD. "' I� 11 fib 23 WALL PADDING 06 10 00 BLOCKING TIGARD. OR. 97224 Iv r 10 14 19-DIMENSIONAL JOB NO: 16992.00 LETTER SIGNAGE ISSUE DATE: June 19. 2018 4o NWALL TYPE PER PLANS Jri/ 4(\/ Jurisdiction Stamp Area . V ALUM EDGE TRIM 09 72 00-EDGE TRIM AT ALL ALL EXPOSED EDGES EXPOSED EDGES i j II 1` 06 2000-Z-CLIPSX = -J �� � 09 72 00-ADHESIVE1 • -- .•.` V Ai --- 101146-ADHESIVE o 09 72 20-REINFORCED POLYURETHANE WALL 10 11 46-DRY ERASE WALL '!; 4! / COVERING ,,' COVERING III 09 64 66-VENTED BASEINTERIOR DETAILS Ii as , = 09 65 00-RESILIENT BASE JJ �\ Q III FLOOR PER PLAN 1 s ,. WALL TYPE PER PLAN I— cq UJ / o� I LOWER LEVEL V 187'_0"' • _ - . . s -CO C , TYP GYM PAD DETAIL \� W101 B CORRIDOR PANEL SECTIONEt TYP FRWC DETAIL DEWC EDGE TRIM w A9 . 52 2 5 - 3" = 11-0" \2 0) 3" = 1.-011 10 311 = 1•_0"' 5 3" = 11-0" a. FURRING CLIP(TYP)HANGER bassetti SPACING 4'-0"OC - _ architects 8"MAX 8"MAX1 1/2"CHANNELS Cr- �e �e / / SPACING 4-0"OC 12 GA.VERTICAL WIRE i HORIZONTAL RESTRAINT MV !♦ 0 - i C:3 I --- LIGHTI DEVICE Port and Oregon 97209 �— `° T (206) 340 9500 9F7(220096) 340 9519 ` �L � \ i / 118" POP 0 RIVET @ ALL HVACI • MEMBERS ACP 1 GYP BD PROVIDE 3/4" ONE WALL MAIN RUNNER OR CROSS TEE GRID END /GRILLE /e CIVIL ENGINEER & LANDSCAPE WALL •-,_ 718"FURRING CHANNEL 1/2"MDF, SCRIBED TO Cardno 2"WIDE SHADOW MOLDING CLEARANCE SPACING 2'-0"OC EXPOSED COLUMN 6720Car SW Macadam Ave Suite 200, 12 GA. HANGER WIRE @ S 4-0" 12 GA. SPLAY WIRE O.O. IN BOTH DIRECTIONS ALL I � _ PROFILE, PAINTED TO Portland, OR BRACING WITHIN 2"OF w ,� 97219 GWB CEILING PER RCP �; MATCH CEILING T(503)-419-2500 4 HANGERS AND SPLAY WIRES / INTERSECTION AND TO SPRINKLER SPLAYED 90°APART AT 45° MIN. OF 3 TURNS IN 1" HEAD i___ ��' J ////� STRUCTURAL ENGINEER METAL STUDS(TYP) ' HAVE A I `� .; ANGLES OF RUN E i �� Catena Engineers COMPRESSION - '-'1-1-' ' -''- ':•.'' -':'';'•t ESQ le EQ r AT 12' I N / / % Portland,1500 NE Irving 97232 Suite 412 STRUT �- 45° TYPICAL I EQ EQ C- EQ r % / T(503)-467-4980 O.C. STARTING _'0.--- t - /� { � 6' I I \ / -. ,/ MECHANICAL ELECTRICAL & FROM WALLS b � ' 45° TYPICAL _ 9 _ t J- _ _ _ HVACw I1 MAIN RUNNER plFF 1 PLUMBING ENGINEER CORNER BEAD ` Glumac LIGHT DEVSPRINKLER /GRILLES 7' - ' w SPRINKLE LIGHTI PLAN VIEW SECTION VIEW 900 SW Fifth Ave., Suite 1600 CROSS TEE - HEAD LIGHT GWB CEILING PER RCP R HEAD , DEVICE Portland, OR 97204 EQ/ � EQ r� FIXTURE ---�- � --� CEILING DETAIL AT EXPOSED COLUMN T f 503)-227-5280 I NTAL RESTRAINT BRACING: 12 GA.WIRE HANGERS I 11 Il i TY P. CEILING GWB/GWB STEP FOOD SERVICE CONSULTANT HOR ZO 3Qt_lj' 7 @ 4'-0"O.C. EACH WAY(SEE NOTE BELOW) 1 112" = 1'-0" 1 112" = 1'-0" Webb Foodservice Design 3700 SE Lafayefte Ct. /` A. GWB CEILING C. 24"x 48"WI NO ADJECENT 24"x LAY-IN LIGHT FIXTURES, Portland, OR 97202 T(503)-236-8566 90.OD° ACOUSTIC & AV CONSULTANT O _ - COMPRESSION STRUT SEE TABLE BELOW �" 8 1900 W. Nickerson St., Suite 201 The Greenbusc Group / } 1 � EQ EQ 1 � A9.71 I A9.71 Seattle,WA 98119 1 '- l L -1 - LIGHT/DIFFUSERN , T 206-378-0569 ALTERNATE I / SUSPENDED GRID CEILING: MAIN RUNNERS w 4.-- LOCATION MTL BRACING COST CONSULTANT 4-0"O.C. CROSS TEE AND SUB-TEE @ 2-0"O.C. V . - — - - _ _ / - - @it �i Construction Focus c) �� LIGHTI SPRINKLER I HANGER NOTE: LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A - 740 Almaden St. MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR ••_ DEVICE HEAD - 1 i— - ` Eugene, OR 97402 aC DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS ACP&CROSS TEE(TYP) 8"MAX. T 541-686-2031 FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED w - - - _ I - - �'= ' TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT \ / _ _ —. _ --)0 - Av 0 w THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. - - HVAC - \ _ OR THE ACTUAL LOAD,WHICH EVER IS GREATER,WITH A SAFETY GRILLE LIGHT "' -1 Zip �, -- SPRINKLER HEAD FACTOR OF 2. /GRILLE\ ( 1 s.,,AI)A/NI FIXTURE �_ ( %01- LORNE 1ft ONAC COMPRESSION STRUT TABLE LIGHT I DEVICE _ 1 I I �i CEILING RCP I 0 # L ensc 9 I 1 -<_ + rn � -1 METAL STUD -Y�--'"- D.ACOUSTIC LINEAR WOOD CEILING 1 LINEAR WOOD CEILING, �� SYSTEM c / 04" I , SHEET MTL. SCREW B. 24"x 48"GRID SEA E.WA a SHADOW MOLDING A B GWB 0 12 18 LENGTH8'-0" STRUT TYPE DESCRIPTION CEILING LAYOUT CRITERIA \ N, iSi =\ ACP(WHERE OCCURS)INSTALL FLAT OR SLOPING PER RCP 0"TO 8' 0" A 1 3 518"x 25 GA. MTL. STUD ( 2 1 1/2" _ 1'-0" 4, METAL STUDS PP) 1 _ CEILING HTL '.. . 8' 1"TO 10'-0" B 2- 1 5/8"x 25 GA. MTL STUDS W/ SEE RCP - SHADOW WALL MOLDING, TYP SHEET MTL. SCREWS @ 12" _ _ 4.C. CORNER BEAD - ALIGN ACP&SHADOW MOLDING 10'-1"TO 15'-0" B 2-2 112"x 25 GA. MTL. STUDS WI SHEET MTL. SCREWS Ca 12" GWB HEIGHT DJANT CEILING AT SAME 15' 1"TO 20' 0" B 2-3112"x 25 GA. MTL STUDS WI - ACP&CROSS TEE(TYP) SHEET MTL. SCREWS @ 12" O.C. CEILING ACP STEP 0 " = 1'-0" _ CEILING SUPPORT ACP --- CEILING SHADOW MOLDING 6 � 1) 12" = 1'-0" 1 3" - 1'-a" LINEAR DIFFUSER, SEE MECH \ J' /' DIFFUSER MOUNTING CLIP, SEE MECH ATTACH TO METAL STUDS PER / / ~ \ - - ACOUSTIC INSULATION I LIGHT FIXTURE, SEE ELEC \ MANUFACTURER'S INSTRUCTIONS ACOUSTIC INSULATION \ BLACK CKERO MATCH WOOD f. _�•t •.♦ BLACK TO MATCH WOOD �► fake !�'" Y 1,._-)11 + "<> • o o BACKER rhhh10 d d / * \ REVISIONS DATE � Ud � . 513116" ,, LINEAR WOOD CEILING \ \ i - ACCESS PANEL DOOR /� 6.. ! LINEAR WOOD CEILING 09 21 16-GWB-X CEILING LIGHT AT LINEAR WOOD ./7----- CEILING CEILING DIFFUSER AT LINEAR WOOD CEILING DETAIL AT ACCESS PANEL g r 3" = 1'-0" �� 1 112" = 1'-0" -_____- TIGARD , 1 1/2" = 1'-0" TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATIOF` 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area CEILING DETAILS co w co tr) CO tri0 6E 2 w A9 . 71 • 1 bassett! architects SINK 1 1 SOLID PANEL GLASS �.. o 0 0 -='°L 721 NW 9TH Ave, Suite 350 / / \ =°1_ == Oregon 97209 • / / \ —ot, —OL T (206) 340 9500 F (206) 340 9519 XI H —OL N \-Y / N\`• I I I o I -='°LCIVIL ENGINEER & LANDSCAPE — — — — — — — — — -- -- --- -- - — --- -- Cardno 6720 SW Macadam Ave Suite 200, 101 SERIES 102 SERIES 152 SERIES(ADA) 200 SERIES 211 SERIES 222 SERIES 230 SERIES 233 SERIES 254 SERIES Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER SEE ELEVATIONS FOR Catena Engineers NUMBER OF SHELVES 1500 NE Irving St., Suite 412 Portland, OR 97232 ADJ SHELF, SEE INT T(503)-467-4980 ELEV FOR QUANTITY / /� •� MECHANICAL ELECTRICAL & -� - / n II PLUMBING ENGINEER / = PROVIDE NAME TAGS _ _ ON EACH CUBBIE Glumac _ — /, — -- -- - • I j 900 SW Fifth Ave., Suite 1600 <-.:_,.-, _,.---= _.-,-- _ / \ 7 r` — Portland, OR 97204 _ — 7 - — I T(503) 227-5280 0 / - � � MICROWAVE _ 7 II_ FOOD SERVICE CONSULTANT \ Webb Foodservice Design # 3700 SE Lafayette Ct. 0 ADJ SHELF, SEE INT II / Portland, OR 97202 N- `' ELEV FOR QUANTITY — _ T(503)-236-8566 L° OL 11 , I ACOUSTIC & AV CONSULTANT • = - — - II The Greenbusch Group 1900 W. Nickerson St., Suite 201 _ — SEE INT. ELEVATION FOR Seattle, WA 98119 = /---' HI TYPE OF CABINETS BELOW N T 206-378-0569 MAILBOX CUBBIES AND V / II NUMBER OF CUBBIES COST CONSULTANT \\ — N\ — A — Construction Focus 740 Almaden St. 301 SERIES 302 SERIES 326 SERIES 400 SERIES 401 SERIES 412 SERIES 511 SERIES Eugene, OR 97402 T 541-686-2031 ( ) CASEWORK TYPES 112" = 1'-0" S-. D C LORNE 3rirCON'AC 06 20 00 COUNTERTOP ertst 9t A. 1'-2" •• r —ye SEA EN ,SVA ..,o 0 /218 _ / \ 06 20 00-COUNTERTOP BRACKET 06 10 00-NAILER \-------- -- SEE INT ELEV&SCHEDULE r - <> WALL TYPE PER PLANS 7ADJ MELAMINE SHELVES 1f / WALL SHELF w 1 112" = 1'-a" / 06 41 00-314" PLASTIC D — — — / LAMINATE MDF CORE w �� PLAM-1 OR PLAM-4 IN ADMIN AREA/ 0 ALIGN TOP OF BACKSPLASH �` WITH TOP OF WALL FINISH r - 08 3313-COILING COUNTER w DOOR GLASS — — — — LiJ I z 1 06 20 00 COUNTERTOP HARDWARE PER SPEC r . ) / u)1 0 ° 318"THICK ADJUSTABLE GLASS SHELF A` ° ° ° ° F,, DIV 22-SINK, INSULATE 0 0 1 SINK WHERE OCCURS, - - P60 EXPOSED PIPES 0 0 SEE INT. ELEV f o o ° 0 �- 06 41 00-PLAM-1 ao O z E z.:1 o ° ���v END SPASH, UNO E �,— 09 7813 SS WALL o a I /r.,1 I PANEL ALL EXPOSED ° I / �* REVISIONS DATE SIDES ° ° I' / 06 10 00-BLOCKING V E 0 o 1/41/4 E f''' E 'riliiiii �'IiiL, 09 65 00- RESILIENT BASE 1 I I LL E, a L J 064100-314" PLASTIC � a F • ' / LAMINATE MDF CORE w f PLAM-1 ON ALL EXPOSED v CERAMICS SINK DETAIL STUDENT STORE DISPLAY CASE SECTION SURFACESors F � O � 1" = O 1 - 1 - Li., 1-- Z Ui Ll, U) E 1'-6" 09 65 00-RESILIENT BASE £ L<> WALL TYPE PER PLANS \ 12( A -- 0610 00-BLOCKING f TIGARD TUALATIN SCHOOL DISTRICT E E TIGARD HIGH E .__.,_ E TYP CASEWORK SECTION 06 42 00 PEG BOARD 4 06 25 30-SLATWALL SYSTEM 'T� 1" _ .�F_�+, PAINT P-7 f 2' 0" - SCHOOL MODERNIZATION E 2'-0" REFER TO ELEVATIONS FOR Z-0" -- V HEIGHT OF BACKSPLASH le WIREMOLD — _V N--4- 1 AND SIDE RETURN - - 06 20 00-COUNTERTOP — a .� - r.zz--- if 06 20 00 COUNTERTOP N�F I____i • ,- N 9000 AR DURHAM RD. ( ;f, � �1i '1 l TIGARD, OR. 97224 E 06 20 00-COUNTERTOP JOB N0: 16992.00 E E 7.- 4 — 06 20 00-COUNTERTOP BRACKET ISSUE DATE: June 19,2018 E r :, E ] Jurisdiction Stamp Area COUNTERTOP LEDGER e E i • oi — — o o E e4 E L Kigi N E f L Z - 06 20 00-COUNTERTOP R� BRACKET s r 09 65 00 RESILIENT BASE E f _ g 09 65 00-RESILIENT BASE 09 65 00 RESILIENT BASE �, ' • WALLTYPEPERPLANS X 10* .1 1'-11" CASEWORK TYPES Cog PEGBOARD/COUNTER SECTIONCASEWORK @ SLATWALL TYP ADA SINK SECTION ITYP MAIL CURRIES r. - -- TYP WALL MOUNTED COUNTERTOP I-- AND DETAILS 17_,71.-0,, ("2-0) 1" = 1'-0" 5� 1" = 1'-a" 'Or�� 1" — 1'-0" ��� 1" = 1'-0" L.l..i N Cf) W I— coO N co W A9 . 81 P bassett! architects 1'-0" 06 10 00-112"PLYWOOD t I° 04 6100-MDF-2 721 NW 9TH Ave, Suite 350 — " — _ 4 Portland, Oregon 97209 ® T (206) 340 9500 F (206) 340 9519 - I ,:,_ 4 N� t „s ... v �'' N� CIVIL ENGINEER & LANDSCAPE 06 4' 00-MITERED CORNERS L—N ' 06 41 00-SS-1 SOLID SURFACE COUNTERTOP Cardno I 6720 SW Macadam Ave Suite 200, 06 41 00-HARDWOOD Portland, OR 97219 i V 1 VENEER ON PLYWOOD T(503)-419-2500 N DIMENSIONAL LETTERS STRUCTURAL ENGINEER I POWER AND DATA WHERE Catena Engineers NOTED BY ELECTRICAL 1500 NE Irving St., Suite 412 06 10 00-WOOD FRAMING 2X6 Portland, OR 97232 v T(503)-467-4980 1111, 06 10 00-WOOD FRAMING 2X4 N �N I Ii -- 09 65 00- RESILIENT BASE MECHANICAL ELECTRICAL & - PLUMBING ENGINEER DESK SECTION VIEW A Glumac 900 SW 41Fifth Ave., Suite 1600 00 1" = 1'-0"' - - Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SELafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 206-378-0569 IT A9.82 COST CONSULTANT Construction Focus 740 Almaden St. 4 Eugene, OR 97402 A9.82 A'�� T 541-686-2031 10 1V . ,.. .. s„<#;"11k4, CASEWORK DETAIL LORNE, . / . ,- 15 / SEA E,WA DESK SECTION VIEW B 2 C?- 1" = 1"-a"' :sti . / ,. Y 14 -Afe / 1 / 8� / CASEWORK DETAIL 1 8� ATTENDANCE DESK ENLARGED PLANi RECEPTION DESK ENLARGED PLAN DESK CASEWORK DOORS - 1/2" = 1'-0" 1 1/2" = 11-0" 1" = 1'-0" • AREVISIONS DATE 1 \ — •'� A9.82/ -- 06 20 00-MDF-3 06 20 00-MDF-3 3 A9.82 (t19.8y 06 20 00-SS-1 COUNTERTOP' 06 20 00-SS-1 COUNTERTOP I06 20 00-SALVAGED WOOD CEILING SLATS 1 I ` I I t \ HOE E 3 A7T H,N DAN DD C D N N \/ MAIN FLOOR 194'-0" x_ .s I MAIN_FLOOR f I 194'-0" 1 6"HIGH DIMENSIONAL LETTERS, VANDAL 2 TIGARD TUALATIN SCHOOL DISTRICT A9.82I RESISTANCE CONCEALED MOUNTING j4nole 06 20 00- SALVAGED WOOD CEILING SLATS - 1 A9.82 ATTENDANCE DESK ELEVATION A A100 RECEPTION DESK ELEVATION A A A100 RECEPTION DESK ELEVATION D TIGARD HIGH 19 112" = 1'-0" 14 �, _ „ `� 112'" = 1'-0" SCHOOL 112 - 1 -0 MODERN IZATIOIF 9000 SW DURHAM RD. TIGARD, OR. 97224 © JOB NO: 16992.00 © A9 82 ISSUE DATE: June 19, 2018 © A9.82 Jurisdiction Stamp Area A9.82 II I I { I • I I —9_ —9_ oat —9_ o°L —DI_ 1 —0 L =0 L —oL nL —9_ —o —c MAIN FLOOR A MAIN FLOOR _guik CASEWORK DETAIL 194 0 I I CASEWORK w DETAILS co aci ATTENDANCE DESK BACK ELEVATION B A100 RECEPTION DESK ELEVATION B A100 RECEPTION DESK ELEVATION C DESK CASEWORK DRAWERS 0 20 112" = l'-0" ,) 112" = 1'-a"' 0 112" = 1'-0" 51" = 1'-a" co a C 1 A9 . 82 co za w 0_ bassett! architects /---5� 721 NW 9TH Ave, Suite 350 1/4_9.82y Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 I ' 1 I CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 o T(503)-419-2500 I _ _ MAIN FLOOR STRUCTURAL ENGINEER 194'-0" Catena Engineers I 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 COUNSELING ELEVATION VIEW D 4 MECHANICAL ELECTRICAL & 6 1/2" = 1'-0" A9.83 5 IPLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 6 . Portland, OR 97204 T(503)-227-5280 4 FOOD SERVICE CONSULTANT PO Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT \. 06 20 00-SALVAGED WOOD CEILING SLATS The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT 10 14 19-DIMENSIONAL LETTER SIGNAGE 3 Construction Focus 740 Almaden St. Eugene, OR 97402 A9.83 T 541-686-2031 06 42 00-MDF-1 se)illiC / C7 EQ E) LOME StcCQNAC / 4 el/ "° i.- COUNSELING DESK ENLARGED PLAN ' " �en a A* r LIGHT FIXTURE 2 1/2" = 1'-0" SEA E,WA / /4 i I i -( 4sA-155' _/.., r-o-i _ _ - v.- : '„--- 06 10 00- 112"PLYWOOD 06 40 00 SALVAGED WODD CEILING SLATS 06 20 00-SS-1 COUNTERTOP ADJUSTABLE HEIGHT 1!4"THICK 6" HIGH DIMENSIONAL LETTERS, VANDAL TEMPERED GLASS SHELF WITH PENCIL POLISH EDGE RESISTANCE CONCEALED MOUNTING 062000-MDF-3 - .17 1-1 Alk \A9.82 A9.82 • l 06 10 00 1/2"PLYWOOD 06 10 00- 1/2"PLYWOOD C C!U N S E —11\10 ! 06 10 00-BLOCKING i 06 42 00-MDF-1 MAIN FLOOR ``,, ,II 194'-0" V lil II 1 N101 LOBBY DISPLAY SECTION - COUNSELING ELEVATION VIEW A / '� \ REVISIONS DATE _8_}� 1" = 1'-0" 3~ � 1/2" = 1'-0" A,.� i o° 0 TIGARD TUALATIN SCHOOL DISTRICT _. TIGARD HIGH MAN FLOOR I 194'-0" SCHOOL MODERNIZATIOI` ^ COUNSELING ELEVATION VIEW B 1/2" = 1'-0" 9000 SW DURHAM RD. TIGARD. OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area 7 .J CASEWORK I— DETAILS CASEWORK DETAIL - MAIN FLOOR cw 0 194''-0" A. coQ 2 T W101B CORRIDOR DISPLAY SECTION COUNSELING ELEVATION VIEW C w A9 . 83 > O1 (5) 1" = 1'-0" 112" = 11-0" 0_ �� r _\ N B� I \ I I S7. 1 (\9j! S9.2 C� • OFFICE • :,�a �C4\ C5\ C6 \C - INTERIOR FINISH GENERAL NOTES FLOOR FINISH LEGEND A105 ° T \ \ , ` 1 / / 1.AN(')SHOWN IN THE FINISH SCHEDULE MEANS REFER TO THE REMARKS COLUMN.N8NTERIOR WALL SURFACES NOT SCHEDULED TO BEPREFSHUNO, bassctti/VAULT AlU5�2033550 SEALED CONCRETE(CONC) I A110B A11 oB-1 = OFFICE 3. PAINT P-1 ALL CEILINGS, SOFFIT,AND FASCIA SURFACES NOT SCHEDULED TO BE architects �� 1 I PREFINISHED, UNO. �� A104 \� 0 1 1 A105-1 �A1 ,2 �= I 4. PAINT P-1 ALL INTERIOR EXPOSED STRUCTURE, UNO. / , CPT ��� 09 30 00 PORCELAIN TILE(FT 1) 721 NW 9TH Ave, Suite 350 =` \ 5. PAINT ALL MECHANICAL GRILLS AND LOUVERS TO MATCH ADJACENT SURFACE COLOR, UNO. / A104-1 \ Portland, Oregon 97209 0{ I A110-2 / A110-1 \ \ PRINCIPALA10I I �� - 6. SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS AND FINISHES. T (206) 340 9500 F (206) 340 9519 I I ' 4D 4A f/ GPT \`� 0 7.AN(E)IN THE FINISH SCHEDULE MEANS EXISTING TO REMAIN. - 09 30 00 QUARRY TILE(QT) C r 1 A7 12 / ` ,\ NC� 8. COORDINATE RECESSED SLAB DEPRESSION FOR ALL TILE AND EPDXY FLOORS. CIVIL ENGINEER & LANDSCAPE 4B 413->' '\ \ 19.AT FREEZER PROVIDE 8"SLAB DEPRESSION PER DETAIL 21 FS-803 1 Cardno 4C I I y =. 09 65 00 LINOLEUM(LINO) 6720 SW Macadam Ave Suite 200, I / 0 ASST. Al1 0-` CONF - Portland, OR 97219 A112 ND /f A102 T(503)-419-2500 CPT • 102-2 \ \� � \ \cPT\ STRUCTURAL ENGINEER 1 I 1 G-1 / 1 �' �� FLOORING(RAF) NT ATHLETIC Catena Engineers EL �\ %.,, A110-5 5 l SRO "..) 1500 NE Irving 9St., uite 412 11�1 \', /``�,` A102-1 ° N101 T{5Portland, O-497EL / A101 \ - 09 65 66 VINYL COMPOSITE TILE(VCT) I 1 / •, 7.----/ D LE ABBREVIATIONS 01-1-280 FINISH SCHE UI I I Ij � �_► � � CPT / � -._ ._ __.._ _ _ __ MECHANICAL ELECTRICAL & / / • ) 'Al 31-2 \ , 4 / PLUMBING ENGINEER \- / \ /� RECEPTION \ I' o c6 COVE BASE Glumac (CONC) / CG CORNER GUARD `\ (CPT) !ATTENDANCE qg 8� =` / �- CONC CONCRETE 09 67 00 EPDXY FLOORING{EPXY} 900 SW Fifth Ave., Suite 1600 I I % 1A / �\ % Portland, OR 97204 I I / I i / / Al OO �� A101-1 IN 11 CPT CARPET T(503)-227-5280 €ii / v CT CERAMIC TILE DEWC DRY ERASE WALL COVERING / A7.16 - � /' \CPT\ \ � \� FOOD SERVICE CONSULTANT EM ENTRANCE MAT D9 6766 WOOD ATHLETIC FLOORING �, 3D / EPXY EPDXY FLOORING Webb Foodservice Design \ 1 =`_<�/ 1 C I. 3A / I \ / (E) EXISTING (WAF) 3700 SE Lafayette Gt. COMMONS / o I NE ;/ A7.11 B A7.11 B / 1 \\ 3D - \ GYP GYPSUM ,- ALCOVE - / N100A-1 Portland, OR 97202 LINO LINOLEUM T(503} 236-8566 1 W1 O5B A �. A7.12 - ,� MB MARKERBOARD ./ 3C �' • 1 0-4 3B �� MDF MEDIUM DENSITY FIBERBOARD 1 1 09 68 00 ENTRANCE MAT(EM) / 1 s �\ sc WAITING A • `l� 1 `� MDO MEDIUM DENSITY OVERLAY PLYWOOD ACOUSTIC &AV CONSULTANT I I A9.s2 j��.�, A100A Al ;///d / -� / / P PAINTThe Greenbusch Group \ A100-3 �\ ! %i i . / �•� RAF 0 RESILIENT ATHLETIC FLOORING 1900 W. Nickerson St.,Suite 201 TYPE 10 FLOOR \, TYPE 5 FLOOR j / �� j RB RESILIENT BASE i , Seattle,WA 98119 W108- // \ I I TRANSITION,TYP \ TRANSITION,TYP / %� '\\it,,,,„/„ ..44 /\'\� i / - ,`` / QT QUARRY TILE 09 68 00 CARPET(CPT) T 206-378-0569 W108-1 T\ SFWS STRETCHED FABRIC WALL SYSTEM CA -- - y - - - - - - - - \ \ /� ! � TB TACKBOARD \ tic, pp-2 "\ 1 1 \� N 13 OA ; ' \�/// ��NI"/ , STAIR 01��� f - - I - � - - - � � , , , , , \ � � ,� TANS TACKABLE WALL SURFACE COST CONSULTANT / ko ` � ST01-1 / . I I t E ST�T1JRAGE ± - - - - 7 4,///, NT Y VEr A. \! / VCT VINYL COMPOSITE TILE Construction Facus - < , 10A �\ ® ! i! WCF WAO COVERINGD ATHLETIC FLOORINGEugene, OR 97402 \ � .� C - -® ` , / 740 Almaden 5t. A7.11 B 2B _ W1 O5A - t = = - \ / \ , \' / WP WALL PADDING � � - 77 - - - - \ TYPE IO FLOORAllr A7.14 \ -lir I I TRANSITION,TYP 41 /7,4E14 1 B /16" / " a e / , T 541-686-2031 lA may, /f / �,//1 % ./ / a> \ i \ i - - - - A7.12- �LII�/ '/ - / - ��liket‘o, l C B - - �_- - \ - ;-, , - -Ir LOBBY 'i � / / , ANY E �� - .= - - I� \ � C. U3Ri�l McCONAC �\ n - - - � 2+.1E1 1N101 I I i E I - eye,• / / ei case 91 n E _ , , . , - I (CONC) / ST01-1\ \ %� AS E vA7.12 t��, 2ST01-1 EAE,WA 1 I 2D / / �' Cyd E U �. 1 C / i! - I I A7.12 ST / ,, ' SERVING 2B , 0 �2 1 s W108A , n 4I \ �, J. GG-2 / j �� CONC I I \ II If I i',.I ! 1 ' I \\ ,, 21t - - / , S2 011) IORK ROOM- I%f/I ! I I2 • E112-2 -- (TYPE 6 FLOOR I I G _ - - C: �' i I \ 4A 1 TRANSITION,TYP , :CD G E112-1min � . I I A5.68 - - CC - - _ _ - - \ E - PE 4 FLOOR \/ . L TRANSITION, ' � _\ 111- L . . _ i TYP iI„;� E I6 LINO 'E"lo'I- = ' E10l- _ i E'E9.83 ■. j Ji t , ., � I i STUDENT COUNSELING -',F i Ei08-4- 7 E I RECORDS \LINO\ E 101 � ik E111 * -mow alm CG-2 COPT\ 2A'\ III ELEC-CLO. :: M: TEM E.119 OFFICE OFFICE W 108- I COMMONS I ■■■■■ E 12OA E120B I W105 I 2• A7.15 2B \ ■■■■■■ CONF. U■■■■■■■■■■ ' L - CPT LcoNc� Willi � � E120A-2 r_\�� E1102c ■�■��■■� a CG- ICPT _.. CG 3 CE 1 CG-2 I CG-2 G-2 I D , III 4E120A-1 E 110-2 $1.14 E110-1 ■■■ , \ - - -- - - 11 - °, TIMI■■■■■■ ' , E120-1 • WAITING -_■■■■■■■■■■ WAITING CG 2 I 1A A7.11 B A7.11A 18 I=I■ ■■■■■■■q NURSE ° - FLEX OFFICE E101A `I■ ■TTM p■■■■pi liiii -i E120 1 BP2 ADD#1 414118 E109 4 C63 1 1A CG-3 1c E109-2E109-1 �cPT\ \cPT\ 11 A7.15 1B I L '� \ REVISIONS DATE Oti4 �� car ■11 ` 2A : ■I■■■■ E 120C-1 \ cG z �I ■■■ ■■■■■■ ., T 1 ._ I 1 c I N ilk-r---------- W107-1 OFFICE OFFICE 2i A7.14 2B Hi E120C-2 1 N E1 os-2 ■ ELEC 7:1_ I I 1E10E122M -..:W107 \cPT\ cPT1 Ill ' I {i E120C T OFFICE 1 W101A STOR. 014 CORK C 38 O 39E CORR _ OFFICE ■■■ - €1 ■■■ I 'GF - - ._. ..- - - _ - - .. 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W102A-1F V1 2A-2 IE I cPT E 5 3 ■ ■■■■■■■■..■ II I■T ••••••••••••••••••••••••• , ••••••• TIGARD HIGH I I _ E ' , I �� TTT■■■' nom.■■■■■■■■■ . - :: ,, ah J r iiiin• AATYPE 1 FLOOR .■ L�-I -.-- - -- y� A5.62 I7O_� SCHOOL P !I U U 3,C TRANSITION,TYP I ! _ � W100-1 ` - BOYS 3p\ MODERNIZATIOIs 1 ONC� I 2 A7.18 2B C 1 1W103 I CAREER CENTER A ■- ■ - W103-1 FD - - �- I 111 5A E105 I III - ��7 `1 3 A7.14 .3B CLASSROOM di - 2cCPT ��. . _..--■ ■■ 122 - f 9000 SW DURHAM RD, 51 A7.15 5B ������ - 3C TIGARD, OR. 97224 ,�rl ,. _, 1_,2_' E 105-2 [�- ■ - , III 1 G F F - - - it - --fi - - - - r �. - ENTRY JOB N0: 16992.00 5C j - U `J i1 '� 2 I - I MOO I LOBBY ISSUE DATE: June 19, 2018 MEMI_I ' A6.11 W104-1 - - - I • 1 -„_CEM----) W101 Jurisdiction Stamp Area G1RLS�Q � ' ( I I - �� I. i --- - I (CONI) W104 I im lir .._ NI, I I1 _p_34--0 I.A 1 P 3,CT-1� ■I■■■ ■■�1a ,• I I CG-2'----. _ H��I I �I4ACORRIDOR CG1 L-:■I■��■ IliI \ FI NISH FLOOR PLAN MAIN LEVEL - AREA N1 WEST CG-3 CG-3 I CG-2 E100A •■■■••�■ �■ . i I 4. A7.13 •B I_I_ ■■■O_■■■I ,.4.) 1�8" = 1 -0„ I I I (CONC) ' ■ ■■■■N■ A7.18 3B CG 1 -_ En ■■■■■■ STO4-1-4 1 CG- ` ; 4C _ 12- '■■=■_■■■■■:a' FINISH FLOOR CG-3 ST04-1-5 CG-3 1 IgG-2 W'1 X5-1 I '1 L1dW� 1-1---Iin 5A_. . __W. I ��■■■■■■ IN LEVEL - SA -- I r - - I 1 I I _I 1 1 1 _ - ..,,. . CQNC • i- PLAN MA I - I _ --70 ��� FD 5 A7.13 5B E 113A-2 LLJ i [lr STUDENT STORE I cn AREA N 1 ai . _ I o V o n a 1 \ V (Ni . �'r ID. 1 P I El 13A 5C /1 rol I E 1- co i .� 1 1 _ _ 1EA-17 E I PROJECT NORTH TRUE r - I N ��// 7NORTH f..L T' 0 4 ' 8 ' 16 ' ., w A10 . 11 (-6 04 FINISH FLOOR PLAN MAIN LEVEL - AREA N1 lir c 1/8" = 1'-0" A N N FINISH SCHEDULE ABBREVIATIONS INTERIOR FINISH GENERAL NOTES FLOOR FINISH LEGEND NBCB OVE BASE IT/assetti ` '. '_ CG CORNER GUARD 1.AN(*)SHOWN IN THE FINISH SCHEDULE MEANS REFER TO THE REMARKS COLUMN. �, ACONC CONCRETE architects i12� CPT CARPET 2. PAINT P-1 ALL INTERIOR WALL SURFACES NOT SCHEDULED TO BE PREFINISHED, UNO. 03 35 50 SEALED CONCRETE(CONC)i �. •4) CT CERAMIC TILE / DEWC DRY ERASE WALL COVERING 3. PAINT P-1 ALL CEILINGS, SOFFIT, AND FASCIA SURFACES NOT SCHEDULED TO BE � / �: EM ENTRANCE MAT PREFINISHED. UNO . EPXY EPDXY FLOORING 721 NW 9TH Ave, Suite 350 /• .. \,ate ...� / (E) EXISTING 4 PAINT P-1 ALL INTERIOR EXPOSED STRUCTURE, UNO 09 30 00 PORCELAIN TILE(FT-1) Portland, Oregon 97209 � \ GYP GYPSUM T (206) 340 9500 F (206) 340 9519 LINO LINOLEUM 5. PAINT ALL MECHANICAL GRILLS AND LOUVERS TO MATCH ADJACENT SURFACE COLOR, UNO . /' `" "' � _ MB MARKERBOARD �/ '� \' MDF MEDIUM DENSITY FIBERBOARD 6. SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS AND FINISHES. _ ..44:%) ` �, MDO MEDIUM DENSITY OVERLAY PLYWOOD 09 30 00 QUARRY TILE(QT) -` -'•-... 4/ / �- ;/ \ - P PAINT 7.AN(E)IN THE FINISH SCHEDULE MEANS EXISTING TO REMAIN. „;, �` /'.� y RAF RESILIENT ATHLETIC FLOORING CIVIL ENGINEER & LANDSCAPE . '' "\= ..�i . . "� "� / N3 RB RESILIENT BASE 8. COORDINATE RECESSED SLAB DEPRESSION FOR ALL TILE AND EPDXY FLOORS. Cardno ' QT QUARRY TILE 6720 SW Macadam Ave Suite 200, /r / SFWS STRETCHED FABRIC WALL SYSTEM 9.AT FREEZER PROVIDE 8"SLAB DEPRESSION PER DETAIL 21 FS-803 Portland, OR 97219 _ TB TACKBOARD 09 65 00 LINOLEUM(LINO) TP (503) 19-2500 TWS TACKABLE WALL SURFACE / .._ _ / / STRUCTURAL ENGINEER 0STAIR 02 \ VCT WOODOL COMPOSITE TILE WAF ATHLETIC FLOORING �! / WC WALL COVERING Catena Engineers 09 65 66 RESILITENT ATHLETIC /\,� STO2 \/s. WP WALL PADDING FLOORING(RAF) Portland,nd OR Irving Engineers rite 412 T(503)-4674980 �S . N4 + -;� / \ 09 65 66 VINYL COMPOSITE TILE(VCT) MECHANICAL ELECTRICAL & ND i cE2 I 1 PLUMBING ENGINEER Glumac / �� � , /\ I VEST I N106 1 / 7K 900 SW Fifth Ave.,Suite 1600 / e./ ♦ N 101 D / Portland, OR 97204 �� \, CINO� 1A 09 67 00 EPDXY FLOORING(EPXY) T(503)-227-5280 N3 1D I I FOOD SERVICE CONSULTANT �� -Loci D- / N101 ■ , '' \ / A7.22 �" , Webb Foodservice Design j`�� '�• ' / � 09 67 66 WOOD ATHLETIC FLOORING 3700 SE Lafayette Ct. �/j 4A i %j'� (WAF) Portland, OR 97202 / \ 40 CLASSROOM I . \ \ I N55 T(503)-236-8566 / // / A7.17 N105 -, ACOUSTIC & AV CONSULTANT 4B LINO / � 4C A7.22 \ 09 68 00 ENTRANCE MAT(EM) The Greenbusch Group / /j �` �\ 1900 W. Nickerson St.,Suite 201 %' / ♦�� 2B I SIM -- Seattle,WA 98119 // � •�� 1A OPP / . . 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PAINT P-1 ALL INTERIOR EXPOSED STRUCTURE, UNO. 09 30 00 PORCELAIN TILE(FT 1) Portland, OR 97219 -// / - ' /, r / '- T(503)-419-2500 5. PAINT ALL MECHANICAL GRILLS AND LOUVERS TO MATCH ADJACENT SURFACE COLOR, UNO. /�/ /� /// ip ; / \ STRUCTURAL ENGINEER 6. SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS AND FINISHES. / / / Catena Engineers // / �� Q9 30 00 QUARRY TILE(QT) 1500 NE Irvin St., Suite 412 / / - � 7.AN(E) IN THE FINISH SCHEDULE MEANS EXISTING TO REMAIN 9 NC / // // - . \ Portland, OR 97232 �� • / • �� 8. COORDINATE RECESSED SLAB DEPRESSION FOR ALL TILE AND EPDXY FLOORS. T(503)-467-4980 / . ' �\ 9. 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ISI ���I ��� - - - - - - - - - - - - yv I I � I JOB NO: 16992.00 ,....----....\ ISSUE DATE: June 19, 2018 411) „,---...\ S3.2 S4 iS5� S6 S7 S7.1S8 S9 S9.2 (SIO) Jurisdiction Stamp Area FINISH FLOOR PLAN LOWER LEVEL — AREA S1 118" = 11-0" - - - ".--- -- - FINISH FLOOR I— PLAN LOWER Cl)0. co LEVEL — AREAS 1 I— co r PROJECT NORTH N TRUE 0 4 ' $ ' 16 ' „ NORTH 4; FS w A10 .41 a- FINISH SCHEDULE ABBREVIATIONS FLOOR FINISH LEGEND bassetti CB COVE BASE CG CORNER GUARD architects CONC CONCRETE 03 35 50 SEALED CONCRETE(CONC) CPT CARPET CT CERAMIC TILE DEWC DRY ERASE WALL COVERING EM ENTRANCE MAT 721 NW 9TH Ave, Suite 350 EPXY EPDXY FLOORING 09 30 00 PORCELAIN TILE(FT 1) Portland, Oregon 97209 (E) EXISTING T (206) 340 9500 F (206) 340 9519 GYP GYPSUM LINO LINOLEUM !"[_ _ ,; MB MARKERBOARD ... .. I i - - !a; MDI MEDIUM DENSITY FIBERBOARD =o� 09 30 00 QUARRY TILE(QT) _ ii 1 i 1 - : i MDO MEDIUM DENSITY OVERLAY PLYWOOD III�1111�11s11;q-- _ GINEER & LANDSCAPE S H ..�� -._..-.... - _� _. - P PAINT \ RAF RESILIENT ATHLETIC FLOORING Cardno • • , UNIFORM _ - =Q RB RESILIENT BASE 6720 SW Macadam Ave Suite 200, QT QUARRY TILE 09 65 00 LINOLEUM (LINO) Portland, OR 97219 STORAGE - _ = SFWS STRETCHED FABRIC WALL SYSTEM T(503)-419-2500 `GONG,? _ F, I / 1 TB TACKBOARD ' ! W006 1VV006-1 - - TWS TACKABLE WALL SURFACESTRUCTURALENGINEER _ _ -• . . - - - _ _- - , : - ._ . �.. . - - . - - - - - - - - - - - - - - - - - - Et:]- _ _ _ _ _ _ _ _ _ _ _ _ _ CORR - - [F]. � VCT VINYL COMPOSITE TILE Catena Engineers CSJ - - - - - - 11 V l WQflOA- - III ILII liii! WAF WOOD ATHLETIC FLOORING 09 6566 RESILITENT ATHLETIC 1500 NE Irving 5t., Suite 412 „, �F I-4 I I I I I 1 _..., 1- WC WALL COVERING FLOORING(RAF) • Ii , } -, 1 , , - l -_ WP WALL PADDING / Portland, OR 97232 IUnlithj .___I 1 1 1 .II 1 1 I I �°1 i 1 I I I10! 1101110 1 If I 7 1 1 MI '�.. 1_ I I. . f I ; �, T(503)-467-4980 I CG-2 CG-2 1- - '�.--I CG-2 CCONC I - - �� I I I I I I I I I I i" I I I ] MENIl l l i l TEAM LOCKER i i 6 € I IiII �. I IW014-10.-II__ ■ MECHANICAL ELECTRICAL & STAIR 11 1 1 1 1 1 1 : 5 1■ _ 1 1 I L1. 1II I 1 I I i i ® 1 I E f 1 ��0 1 R - J - I VV01 - - _ ■� I 09 65 66 VINYL COMPOSITE TILE(VCT) PLUMBING ENGINEER ST11 ftIIIII ; , m V�J007G I i i I I I I ! I E Fol I f Wp1 C Ick 3 Glumac l IJ T - - - 1 Fa GONG 1 1 11 1 1 S! RI 11 1 ! 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Fa (CONC FO TRANSITION, TYP �JQ17B_1� P 3_ CG-2 CONT WOMEN i I ��j (WAF) Portland, OR 97202 • T(503)-236-8566 WOO7H conic W013 SL + -T - - { �� - WOO - Uvl 1 n I W007A-1� _ O0EA-2 - V o 1 ACOUSTIC & AV CONSULTANT _ CG-2 CG-2 �� r I7 (CON_) 2'43 " ' 09 68 00 ENTRANCE MAT(EM) The Greenbusch Group• 1 I I 1 1 1 Ill I �__I I -IST0 1 ---\I I I. 1 TIT- - IL 1900 W. Nickerson St., Suite 201 ' j ® BOYS LOCKERS CG-2 ST04-01_3 -III 1 1 1 . - 1 ' 1 •._ `.• _, Seattle, WA 98119 I = II 111 1 1 1 1 1 1 l I I I FD W007 FD sT04-01-2 1 I I I i w. T 206-378-0569 PE TEACHERS 4A 1 I I I I =1. I L, J 096800 CARPET(CPT) COST CONSULTANT W007J- �wOgf J-1 TEAM LOCKER 1 WOO7A 1 I • WOO7J __ 4■ A7.02 •B niTr rE - _ Construction Focus CG-2 7 I ® I I I yl� l I 740 Almaden St. I _ Fa 1 °N� cc-2 I CG-2 4CI i I I i STQ441I 1 I , A7.28 •B OFFICE ® ® 1 I 1 1 I I I I I I 1 I : - I . ' ., 1 I T 541686-2031402 I W 007-4 FD FD � { I I I I l 1 1 1 1 1 1 .- I I II SOO2A ' 7-it-2 'VO07-3 W007-2 �CON� CG 3 w� �a - - - A .I 111111111111111111111111111111 111 I I LJL1 1 1 1 1 1 1 W007 �: ... _ � - (SM - I IIII II I ,- - - - - _ - _o_ - - I - - 11 (S- 1)1*4 I J. -- ,j . _CARR 1 I S002-5 1 So02A-1 So02A-2 \ - I NaNOR. E!KcCONAC TYPE 2 FLOOR _ .��r PE2FLOOR .. .• - - • , - - - I TRANSITION, TYP 3■ A7.06 3B J' W000C , _ . : �ONC, - ` ease 9 _- ' TRANSITION, TYP• - - - 1 ' 7 1 B ''3 - -- • A7.0 • cG- _E� _- I-• - '.1.-. • 'w0.1-2-1 - , -VV01 -1. _ • ; , : _ 010-3 - • • = ' . • ' - - . -• - -•a -3 _ I { . � 3C , � .,• • ' (CONC • SEA E,WA CG-3. •_' . - - . . .i -- T - - . , _ � ' CG-3' CG-3 CCONC) I CERAMICS >< y8iuit1 1 SOO2 - I1- W009-2 '. W008-2 1A ■II. 012-2 W010-4 ELEC. SO B-1 STORAGE4A . .. I 1 F_______ 5A • �� I I 1 IU 1 S00 1D A7.09 1B H S002B W011-2 CONI 4 A7.07 B 5A DRY TEAMANAN L 1 S002-2 5 A7.09 51,3 ROOM 21S002-3 _ �� 1 1 L ac �oN� 5• A7.07 56 W008 I I I I 10 f1 I II I I 1 I II 11 11 11 ll ( 1I �coNc O o SN - - - - - = - 2A II MEETING ROOM sIM _ _ _ _ 5C oPP1 I 1- 11-1 11 I 1 H I I i 11-- 1 1 I 1 I H 1 1 -H-IA-1 I I t[ '- 102-1 ''� ___. �� W012 (CONC 5A (CONC� Cu 3 .71"-" CG-3 CG-3 CG- FEC-1 2A C3-3 CG-3 CG-3 _ -- FINISH SCHEDULE ABBREVIATIONS INTERIOR FINISH GENERAL NOTES FLOOR FINISH LEGEND CB COVE BASE 1.AN(*)SHOWN IN THE FINISH SCHEDULE MEANS REFER TO THE REMARKS COLUMN. 1 1 03 35 50 SEALED CONCRETE(CONC) brise CG CORNER GUARD CPT CONC CONCET RETE 2, PAINT P-1 ALL INTERIOR WALL SURFACES NOT SCHEDULED TO BE PREFINISHED, UNO. architects CT CERAMIC TILE 3. PAINT P-1 ALL CEILINGS, SOFFIT,AND FASCIA SURFACES NOT SCHEDULED TO BE DEWC DRY ERASE WALL COVERING PREFINISHED, UNO. 09 30 00 PORCELAIN TILE(FT-1) EM ENTRANCE MAT EPXY EPDXY FLOORING 4. PAINT P-1 ALL INTERIOR EXPOSED STRUCTURE, UNO. (E) EXISTING 721 NW 9TH Ave, Suite 350 GYP GYPSUM 5. PAINT ALL MECHANICAL GRILLS AND LOUVERS TO MATCH ADJACENT SURFACE COLOR, UNO. Portland, Oregon 97209 LINO LINOLEUM - T (206) 340 9500 F (206) 340 9519 MB MARKERBEARD 6" SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS AND FINISHES- 09 30 00 QUARRY TILE(QT) MDF MEDIUM DENSITY FIBERBOARD MDQ MEDIUM DENSITY OVERLAY PLYWOOD 7. AN(E)IN THE FINISH SCHEDULE MEANS EXISTING TO REMAIN. P PAINT RAF RESILIENT ATHLETIC FLOORING 8. COORDINATE RECESSED SLAB DEPRESSION FOR ALL TILE AND EPDXY FLOORS. CIVIL ENGINEER & LANDSCAPE RB RESILIENT BASE 09 65 00 LINOLEUM(LINO) Cardno QT QUARRY TILE 9.AT FREEZER PROVIDE 8"SLAB DEPRESSION PER DETAIL 2/FS-803 6720 SW Macadam Ave Suite 200, SFWS STRETCHED FABRIC WALL SYSTEM Portland, OR 97219 TB TACKBOARD T(503)-419-2500 TWS TACKABLE WALL SURFACE VCT VINYL COMPOSITE TILE 096566 RESILITENT ATHLETIC WAF WOOD ATHLETIC FLOORING FLOORING(RAF) STRUCTURAL ENGINEER WC 'WALL COVERING Catena Engineers 412 C WP WALL PADDING - 1 - - _ -p_-_-- Port�iaNd, OR 97232 E Irving St., arta � -+ I 3 1 ] ] 09 65 66 VINYL COMPOSITE TILE(VCT) T(503}-467-4980 I MAIN-GYM- 1E7 - U lvJ I L 7 '. II �- - ._.....:_._-_.:___ - I I i 1IU I" I I MECHANICAL ELECTRICAL & s PLUMBING ENGINEER ` I P LI_ 1• i v►ITft'i � � � 1 1 i --k I ' FD . 09 67 00 EPDXY FLOORING(EPXY) Glumac ! -,i j 900 SW Fifth Ave-,Suite 1600 yPortland, OR 97204 - J 1 m T(503)-227-5280 -• .. .. f ! 1 r I I� I-1 ,-1 hll ,..I'-+EI I1 n • 09 67 66 WOOD ATHLETIC FLOORING ,)- - , . r FOOD SERVICE CONSULTANT ••*•••••••••••••••••••••••• ,, ,,, •••••.•• +�.••*i.,�••�f�l,11•.�•0s••-•••••4�*•0-.00.. .•,0.0*r-•,••. -w•••>�..�•ir.s••...:�••ii....••• •• • . , , . •. (WAF) Webb Foodservice Design �' 3700 5E Lafayette Ct. A5.62 3 I CG-3 • • Portland,OR 97202 4.4 'r � I CG-3 _� } T(503)-236-856697 1AJ101-1 W101-21 WO3B-3 @°‘ �� 09 68 00 ENTRANCE MAT(EM) Moo `I 2 2A 1 IDF CORR _ A7.18 3B • I 3A I W109D ST041-4 • W101 B � ACOUSTIC &AV CONSULTANT 2+ A7.18 2B W110-1 109-1 W109- ' ST04-1-5 WO3B-4 • The Greenbusch Group //�� 3 A7.14 3B CGS T T I • 1900 W. Nickerson St.,Suite 201 S/`1 - - - 09 68 00 CAR I- -- -Il � -] PET(CPT) Seattle,WA 98119 , I 3C i - 2C - - Tlrig i - - it I. # �. 1 i A • SA - I I • I I- II ' '41" I I , T 206-378-0569 I , ENTRY 7'11b- :W1"09.,2 -. - ' - - � . - - ' - =C -- ' ,. �i •,. _ _ - i : - _ _ COST CONSULTANT W100 ; _ 109D=1 • I r rclLw ' - . ` - coNc �- kELEVATO u • I, i II - pI :ELEV 02 ' • Construction Focus CONCESSIONS TYPE 2 FLOOR I W114 • - - I II I WO3B ►nh v "-'_ - . ,1I - I 740 Almaden St. EM , TRANSITION,TYP (PARC • I , - III�h! ELQ2-2 Eugene, OR 97402 �� ; f. : CUSTODIAL r _ - _ - r•••• I H T 541-686-2031 F - - - _,_ - -- . - - - - - - J LOBBY 1A 0_ W109C W109 . - - - - ' „ � UI-. I , I � W101 I 1 r r r1 1+ A7.18 16 1-09C-1 W109B-1. .- - .- - -- , , _ _ . EL02 2-1 II u f l II U r i ( I 1 ccoNG) ST06 1 ST06 2 (' I �� • . it i � � I . � ' - • � � -. _, - .- . - - � 1A t EL02-�- • I MEN I 1 C <cON� /t6.12 . Ch LARNE M CONAC 141 1---- I _Th, W115 coNc �cONc CORR II! 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PAINT P-1 ALL INTERIOR EXPOSED STRUCTURE, UNO. 721 NW 9TH Ave, Suite 350 5. PAINT ALL MECHANICAL GRILLS AND LOUVERS TO MATCH ADJACENT SURFACE COLOR, UNO. Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 6. SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS AND FINISHES. 09 30 00 QUARRY TILE(QT) 7.AN (E) IN THE FINISH SCHEDULE MEANS EXISTING TO REMAIN. 8. COORDINATE RECESSED SLAB DEPRESSION FOR ALL TILE AND EPDXY FLOORS CIVIL ENGINEER & LANDSCAPE 09 65 00 LINOLEUM(LINO) Cardno STOR. • ,,'A 1 11 STAIR 10 9. AT FREEZER PROVIDE 8"SLAB DEPRESSION PER DETAIL 2/FS 803 6720 SW Macadam Ave Suite 200, W117A CORR . �� �'���' I I l I i_ i_ ST10-2 STOR. 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I 1 I I I I I 1A 9000 SW DURHAM RD. TIGARD, OR. 97224 C 1 i A7.08 1B JOB NO: 16992.00 I I I I I ISSUE DATE: June 19, 2018 1C I Jurisdiction Stamp Area I iI I I I I I :I I 1 I I I I I 1 I I I I I I I I I FINISH FLOOR 2 r ES-4 @___ I5I s 71 . .� wPLAN UPPER S2 s3 S3.2S7. 1 S8 ) S9 S9.2 4S10) 4S11) S12) 45131 cn LEVEL - AREA S2 PROJECT NORTH N TRUE 2 N FINISH FLOOR PLAN UPPER LEVEL - AREA S2 �S� NORTH 0 4 8 1s co 1/8" -0" - tivil UJ Al 0 . 52 45141 [L 7--- C3 C4 C5 C6 C7 INTERIOR FINISH GENERAL NOTES FLOOR FINISH LEGEND asse — — — — -- I -. = — CF architects - 1. AN(*)SHOWN IN THE FINISH SCHEDULE MEANS REFER TO THE REMARKS COLUMN. -:?1' ., i 03 35 50 SEALED CONCRETE(CONC) CAREER CENTER ��. — 2. PAINT P-1 ALL INTERIOR WALL SURFACES NOT SCHEDULED TO BE PREFINISHED, UNO. 721 NW 9TH Ave Suite 350 I — I E 05 ! __ 3. PAINT P-1 ALL CEILINGS, SOFFIT;AND FASCIA SURFACES NOT SCHEDULED TO BE Portland, Oregon 97209 i — PREFINISHED, UNO. T (206) 340 9500 F (206) 340 9519 _ , .jimmil 09 30 00 PORCELAIN TILE(FT-1) 4. PAINT P-1 ALL INTERIOR EXPOSED STRUCTURE, UNO. COMMONS t o tt 4 ••••• 111011 : W105 I I 4A C 1 , 5. PAINT ALL MECHANICAL GRILLS AND LOUVERS TO MATCH ADJACENT SURFACE COLOR, UNO. CIVIL ENGINEER & LANDSCAPE 1 I I 6. SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS AND FINISHES 09 30 00 QUARRY TILE(QT) Cardno • I (CONC CORRIDOR i _ = = 6720 SW Macadam Ave Suite 200, • I _ �� 4� A7.13 •B I E10ID � 7. AN(E)IN THE FINISH SCHEDULE MEANS EXISTING TO REMAIN. Portland, OR 97219 1 • .01f •••••••••• •••• •• •• lff•••••••••••••••••••••••••••••••••r' T(503)-419-2500 8. COORDINATE RECESSED SLAB DEPRESSION FOR ALL TILE AND EPDXY FLOORS. • 9 AT FREEZER PROVIDE 8"SLAB DEPRESSION PER DETAIL 2/FS-803 09 65 00 LINOLEUM(LINO) STRUCTURAL ENGINEER r , In : t � • IMI�Wf I—Li-1Ef 5A F. I Catena Engineers SAS �i�• - 0 - - — • 1500 NE Irving St., Suite 412 El: _._. — 5 OI O NT ATHLETIC 2 .<<. k CONC I Portland, OR 9723 •I I` lIrL) _ FD 1 A7.13 5B 09 65 66 RESILITE T(503)-467-4980 ,, I v �'�� 1 0 o n o STUDENT STORE q2I ; FLOORING(RAF) E113A )15 I■■■■■■■■■ MECHANICAL ELECTRICAL & I r__ 4E113= 1 j PLUMBING ENGINEER ' I■■ ■■I 09 65 66 VINYL COMPOSITE TILE(VCT) Glumac /•••4• ••*••••••••••••a••••••••••a•••••••••••••••••••••••*• •••• 13A-1 I■■■■n 900 SW Fifth Ave., Suite 1600 o ■■■ FINISH SCHEDULE ABBREVIATIONS Portland, OR 97204 ••. I '= E113-21 ■■■■■ T(503)-227-5280 • ■■■■■■ __ ■■■■■ ■■ I I o ! ■■■■■� _■■P 09 67 00 EPDXY FLOORING(EPXY) FOOD SERVICE CONSULTANT ■_��■ ■■■■■r Webb Foodservice Design I I 2A - , , ■ ■■■■■■■■ CB COVE BASE g ■■■■■■■■■■■■■■ CG CORNER GUARD 3700 SE Lafayette Ct. ■■■■■■■B■■■■ CONC CONCRETE Portland, OR 97202 2 s A7.13 2B ■■■■■■■■■■■■ CPT CARPET 09 67 66 WOOD ATHLETIC FLOORING T(503)-236-8566 I — — I OO-2 CT CERAMIC TILE (WAF) ■■�■■■ ACOUSTIC & AV CONSULTANT EM ENTRANCE MAT DEWC DRY ERASE WALL COVERING } • A7.13 CLASSROOMSINESS L qpp-1 �� _ ' MIME. EPXY EPDXY FLOORING The Greenbusch Group 11 El ■■■� h , (E) EXISTING 1900 W. 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H_ A7.13 7BI v c ik `J 51 TEACHERS o o LOUNGE TIGARD TUALATIN SCHOOL DISTRICT I r IE118 E LINO IT OFFICEE117I TIGARD HIGH - — — - = — CC PT,�, SCHOOL 0 0 MODERNIZATION CORR I f i E100 i. I — — — 9000 SW DURHAM RD. ) ••••• •••• 1•••••+••• -\\ TIGARD, OR.97224 6 I ENGLISH JOB NO: 16992.00 244 ISSUE DATE: June 19, 2018 1 O Jurisdiction Stamp Area o ` ° l I I� I I FD 1 I CONF. RM. CONF. RM V 246B 246A (- n - 14 FINISH FLOOR S9 S9.2 S�� PLAN MAIN LEVEL co co FINISH FLOOR PLAN MAIN LEVEL w AREA El u) AREA El 0 1/8" = 1'-0" co PROJECT NORTH N TRUE N NORTH �4 2 ,.... 0 - 81 �` A\vidillo w A10 . 71 i-c,-- IIUPCL bassett! CORNER GUARD SCHEDULE ROOM FINISH SCHEDULE-MAIN LEVEL architects TYPE MARK TYPE AND HEIGHT ROOM WALLS 1 CASEWORK NO. ROOM NAME FLOOR BASE NORTH 1 EAST • SOUTH WEST CEILING WINDOW COVERINGS 1 HORZ VERT *REMARKS ICG-1 10 Corner Guard: 48" 1CG-2 10 Corner Guard: 6'-8" 136 OFFICE (E) (E) (E) (E) (E) (E) (E) (E) - - EXISTING,AS IS 721 NW 9TH Ave, Suite 350 CG-3 10 Corner Guard:41 318" 138 OFFICE EPortland, Oregon 97209 O (E) (E) (E) (E)--- (E) (E) ----(E) -..__. - - EXISTING,AS IS CG-4 10 Corner Guard: 6'-4" 139 T (E) (E) (E) (E) (E) (E) (E) - - - EXISTING,AS IS T (206) 340 9500 F (206) 340 9519 Concessions 1 122 CLASSROOM (E) (E) (E) (E) (E) (E) (E) - - - EXISTING,AS IS A100 RECEPTION/ATTENDANCE CPT RB-1 P-1, P-3,WALL GRAPHIC, P-1 P-1 P-1, WALL GRAPHIC, LWD, GWB-1 RS MDF-3, SS-1, * HDWD, SALVAGED *SEE INT ELEV AND DETAILS *SEE INT ELEV *SEE INT ELEV WOOD SLATS, A100A WAITING CPT RB-1 P-1, WALL GRAPHIC P-1 P-1 - LWD RS MDF-3, SS-1, * HDWD, SALVAGED *SEE INT ELEV AND DETAILS CIVIL ENGINEER & LANDSCAPE WOOD SLATS, * Cardno 1A100B CORR. CPT RB-1 P-3 - P-1 P-1 ACP-1 - - - - 6720 SW Macadam Ave Suite 200, 1A101 SRO CPT RB-1 P-1 P-1 P-1 P-8 ACP-1 RS - - - Portland, OR 97219 1A102 CONE CPT RB-1 P-1 P-8 P-1 P-1 ACP-1 RS - - T(503)-419-2500 1A103 PRINCIPAL CPT RB-1 P-1 P-1 P-1 P-8 ACP-1 RS - - - A104 OFFICE CPT RB-1 P-1 P-8 P-1 P-1 ACP-1 RS - - - STRUCTURAL ENGINEER A105 OFFICE CPT RB-1 P-1 P-1 P-1 P-8 ACP-1 RS - - - Catena Engineers A106 OFFICE CPT RB-1 P-1 P-8 P-1 P-1 ACP-1 RS - - - 1500 NE Irving St.. Suite 412 A107 OFFICE CPT RB-1 P-1 P-1 P-1 P-8 ACP-1 RS - - - Portland, OR 97232 A108 BK RM/WORK LINO RB-1 P-1 P-1 P-3 P-1 P-1 ACP-1 RS PLAM-4 PLAM-3 T(503)-467-4980 A109 MAIL LINO RB-1 - P-1 P-1 P-1 ACP-1 - PLAM-4 PLAM-3 MECHANICAL ELECTRICAL & 1A110 BOOK KEEPER CPT RB-1 P-1 P-1 P-1 P-8 ACP-1 - - - 1A110B VAULT LINO RB-1 P-1 P-1 P-1 P-1 SEE RCP - - - - I PLUMBING ENGINEER A112 0 ASST. CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - - I Glumac C63 NURSE (E) (E) (E) (E) (E) (E) (E) (E) - - EXISTING,AS IS 900 SW Fifth Ave, Suite 1600 Portland, OR 97204 E100 CORR (E),VCT RB-1 (E), PAINT TO MATCH, (E), PAINT TO MATCH, - (E), PAINT TO MATCH, (E)I ACP-1 - - - DEMO FLOOR, PATCH AND T(503)-227-5280 MDF-2, HDWD MDF-2, HDWD MDF-2, HDWD REPAIR FINISHES AS REQ'D E100A CORRIDOR CONC RB-1 P-8,MDF-2, HDWD P-8,MDF-2,HDWD P-8,MDF-2, HDWD - ACP-1 - - - - FOOD SERVICE CONSULTANT E100B CORR CONC RB-1 P,MDF-2 - P,MDF-2 P ACP-1 - - - Webb Foodservice Design E101 COUNSELING CPT RB-1 P-2,WC-1P-2,WC-1 - P-2 ACP-1 - PLAM-4 PLAM-3 - 3700 SE Lafayette Ct. E101A WAITING CPT RB-1 - _-. P-2 - P-2,WC-1 P-2 ACP-1 - - - - Portland, OR 97202 E101B CORR CPT RB-1 - P-1 P-1 P-8 ACP-1 - - - - T(503)-236-8566 E102 OFFICE CPT RB-1 P-1 P-1 P-1 P-8 ACP-1 RS - - - E103 OFFICE CPT RB-1 P-8 P-1 P-1 P-1 ACP-1 RS - - - ACOUSTIC & AV CONSULTANT E104 OFFICE CPT RB-1 P-1 P-1 P-8 P-1 ACP-1 RS - - - The Greenbusch Group E105 CAREER CENTER CPT RB-1 P-1 P-1 P-1 P-1, TWS ACP-1 RS - - - 1900 W. Nickerson St., Suite 201 E106 OFFICE CPT RB-1 P-1 P-1 P-8 P-1 ACP-1 RS - - - Seattle,WA 98119 E107 OFFICE CPT RB-1 P-8 P-1 P-1 P-1 ACP-1 RS - - - T 206-378-0569 .E108 OFFICE CPT RB-1 P-1 P-1 P-8 P-1 ACP-1 RS - - - E109 FLEX OFFICE CPT RB-1 P-1 P-1 P-8 P-1 ACP-1 - - - - COST CONSULTANT 'Ella CONF. CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - Construction Focus E111 STUDENT RECORDS LINO RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - - 740 Almaden St. E112 WORK ROOM LINO RB-1 P-1 P-1 P-1 P-1 ACP-1 - PLAM-4 PLAM-3 - Eugene, OR 97402 E113 BUSINESS CLASSROOM LINO RB-1 P-1,TWS P-1 P-1, TWS P-1 ACP-1 RS PLAM-2 PLAM-1 - T 541-686-2031 E113A STUDENT STORE CONC RB-1 P-1 P-1 P-1 P-3 ACP-1 - PLAM-2 PLAM-1 - E114 BUSINESS CLASSROOM LINO RB-1 P,TWS P P, TWS P ACP-1 RS PLAM-2 PLAM-1 - E115 BUSINESS CLASSROOM LINO RB-1 P-1, TWS P-1 P-1, TWS P-1 ACP-1 RS PLAM-2 PLAM-1 - E116 MDF CONC RB-1 PLWD PLWD PLWD PLWD - - - - 4'x8'SHEETS FIRE RATED � E117 IT OFFICE CPT RB-1 P-1 PATCH AND REPAIR, P-1 PATCH AND REPAIR, P-1 P-1 ACP-1 - - - PATCH AND REPAIR EXISTING ��,,,, iiiA WALLS C LORNE McCONAC E118 TEACHERS LOUNGE LINO RB-1 PATCH AND REPAIR, P-1 PATCH AND REPAIR, P-1 PATCH AND REPAIR, P-1 PATCH AND REPAIR, P-1 ACP-1 - PLAM-4 PLAM-3 EXISTING; PATCH AND REPAIR '•cow . 41 EXISTING WALLSrs '.',_ '",„_,, ,,„: E119 ELEC CLO VCT RB-1 P-1 P-1 P-1 P-1 - - - - - • I _..O.. . SEA lE,WA E120 WAITING CPT RB P-1 P-1 P-1 P-1 ACT-1 RS - - EXISTING, MINOR WORK E120A OFFICE CPT RB P-1 P-1 P-1 P-1 ACT-1 (E) - - EXISTING, MINOR WORK ��0 1 E120B OFFICE (E) (E) - - - PAINT TO MATCH (E) (E) - - EXISTING. MINOR WORK E120C OFFICE CPT RB P-1 P-1 P-1 P-1 ACT-1 RS - - EXISTING, MINOR WORK 10 /2 18 E121 ISS CPT RB P-1 P-1 P-1 P-1 ACT-1 RS - - EXISTING, MINOR WORK EL 01-1 ELEV 01 LINO - PER MFG PER MFG PER MFG PER MFG PER MFG - - - - N100A ENTRY VEST. EM RB-1 P-1 P-1 P-1 P-1 LWD - - - - N101 LOBBY CONC RB-1 P-1 P-1, MDF-2, HDWD P-1, SALVAGED WOOD, - ACP-1, GWB-1 - - - - MDF, *SEE INT ELEV N101B CORR CONC RB-1 P-1,MDF-2, HDWD - P-1,MDF-2,HDWD P-1,MDF-2,HDWD ACP-1 - - - - N101D_ VEST EM RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - - N104 CLASSROOM LINO RB-1 P-1 P-1, TWS P-6 P-1, OPERABLE ACP-1, GWB-1, P-6 RS - - - WALL-MB @ SOFFIT N105 CLASSROOM LINO RB-1 P-1 P-1, OPERABLE WALL-MB P-1 P-1 ACP-1, GWB-1, P-6 RS - - - @ SOFFIT N106 CE2 LINO RB-1 P-1 P-1, TWS P-1 P-1 ACP-1 RS PLAM-2 PLAM-1 - N107A MEETING CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - N107B OFFICE CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - N107C OFFICE CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - N107E TOILET CONC CT-B P-1 P-1, CT-1 P-1,CT-1 P-1 GWB-1 - - - 7'-0"HT TILE WALLS N108 IDF CONC RB-1 PLWD PLWD PLWD PLWD - - - - 4'x8'SHEETS FIRE RATED N109 ELEC CONC RB-1 P-1 P-1 P-1 P-1 - - - - - N110 CUSTODIAL CONC RB P-1, MDF P-1, MDF P-1, MDF P-1. MDF - - - - 8'HT MDF PANELS N110A OFFICE CONC RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - N110B SPRINKLER RISER CONC RB-1 P-1 P-1 P-1 P-1 - - - - - N110C EMER EOMT CONC RB-1 P-1 P-1, FRWC P-1, FRWC P-1 - - - - - N111 BOYS CONC CT-B P1, P-3,CT-1 CT-1 CT-1 P-3 GWB-1 - - - FULL HEIGHT TILE N112 GIRLS CONC CT-B P-3 CT-1 CT-1 P-1, P-3, CT-1 GWB-1 - - - FULL HEIGHT TILE N113 CUSTODIAL CONC RB-1 P, FRWC P, FRWC P. FRWC P, FRWC - - - - FULL HEIGHT FRWC N114 ELEVATOR MACHINE ROOM CONC - - - - - - - - - - N115 TOILET CONC CT-B P-1. CT-1 P-1, CT-1 P-1 P-1 GWB-1 - - - T-0"HT TILE WALLS N116 TOILET CONC CT-B P-1 P-1 P-1, CT-1 P-1,CT-1 GWB-1 - - - 7'-0"HT TILE WALLS N117 TOILET CONC CT-B P-1,CT-1 P-1. CT-1 P-1 P-1 GWB-1 - - - 7'-0"HT TILE WALLS N118 TOILET CONC CB P-1,CT-1 P-1 P-1, CT-1 P-1 GWB-1 - - - 7'-0'"HT TILE WALLS ST01-1 STAIR 01 CONC RB-1 P-1,MDF-1,*SEE INT P-1, MDF-1,*SEE INT P-1,MDF-1,*SEE INT P-1,MDF,*SEE INT ELEV ACP-1 - - - - ELEV ELEV ELEV ST02 STAIR 02 CONC - - - - - - - - - - 1 ST07-1 STAIR 07 CONC RB-1 P-1, MDF-1. *SEE INT - P-1, MDF-1, *SEE INT - ACP-1 - - - - ELEV ELEV ST08-1 STAIR 08 CONC RB-1 P-1. MDF-1, *SEE INT - P-1, MDF-1, *SEE INT - ACP-1 - - - - # REVISIONS DATE ELEV ELEV ST11-1 STAIR 11 - - - ST12-1 STAIR 12 - - - P-1, MDF-1, HDWD - P-1,MDF-1, HDWD ACP-1 - - - - N WO3C LEARNING STAIR CONC - - - - P-1, MDO, HDWD SEE RCP - - - - CO W100 ENTRY EM RB-1 P-1 P-1 P-1 P-1 LWD - - - - W101 LOBBY CONC RB-1 P-1, MDF-1 P-1, MDF-1, HDWD - P-1, MDF-1, HDWD ACP-1, LWD - - - - W101A CORR CONC RB-1 P-1 P-1, MDF - P-1, MDF ACP-1 - - - - W101B CORR CONC RB-1 P-1, MDF-1, HDWD P-1, MDF-1, HDWD P-1,MDF-1, HDWD, *SEE - ACP-1 - - - - INT ELEV .' W101C CORR CONIC RB-1 P-1, MDF-1 P, MDF-1 P, MDF-1 P, MDF-1 ACP-1 - - - - W101C CORR CONC RB-1 P-1, MDF-1 P-1, MDF-1 P-1 - GWB - - - - W101D CORR CONC RB-1 P-1, MDF-1 P-1 P-1,MDF-1 P-1, MDF-1 GWB - - - - `i W101E CORR CONC RB-1 P-1 P-1, MDF P-1,MDF P-1,MDF GWB - - - - ' W102A STOR. CONC RB-1 P-1,MDF P-1,MDF P-1,MDF P-1,MDF - - - - 8'HT MDF PANELS r W103 BOYS CONC CB P-3,CT-1,*SEE INT ELEV P-3,CT-1,*SEE INT ELEV P-1,CT-1 P-3,CT-1 GWB - - - FULL HEIGHT TILE - y W104 GIRLS CONC CB P-1,CT-1 P-3, CT-1, *SEE INT ELEV P-3, CT-1,*SEE INT P-3,CT-1 GWB - - - FULL HEIGHT TILE J ELEV W105 COMMONS CONC RB-1 P-1 P-1, P-8, SEWS P-1 P-1, P-8, TWS SEWS SEE RCP RS-M - - - TIGARD TUALATIN SCHOOL DISTRICT W105A STORAGE CONIC RB-1 P-1 P-1 P-1 P-1 - - -- - W105B COMMONS ALCOVE CONIC RB-1 P-1 P-1 P-1 P-1 GWB - TIGARD HIGH W106 GRAB-N-GO CONIC RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - W107 ELEC CONIC RB-1 PLWD P, PLWD P, PLWD P, PLWD - - - - - W108 SERVERY QT CB P-1, FRWC P-1, FRWC P-1, FRWC P-1, FRWC ACP-1 - - - FULL HEIGHT FRWC SCHOOLW108A SERVING CONC RB-1 P-1, FRWC P-1, FRWC P-1,FRWC P-1, FRWC ACP-1 - - - FULL HEIGHT FRWC W108B KITCHEN QT CB P-1, FRWC P-1, FRWC P-1, FRWC P-1, FRWC ACP-1 - - - FULL HEIGHT FRWC 1 W108C OFFICE CONC RB-1 P-1 P-1 P-1 P-1 - RS @ RELIGHTS, RS - - - MODERNIZATIOI\ 1 W108D VEST. CONC RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - - 1 W108E TOILET CONC CT-B P,CT P,CT P,CT P,CT GWB-1 - - - FULL HEIGHT TILE 1W108F DRY STORAGE QT QT-B P-1, FRWC P-1, FRWC P-1, FRWC P-1, FRWC ACP-1 - - - - 1 W108G FREEZER QT QT-B - - - - - - - - - 1 W108H COOLER QT QT-B - - - - - - - - - 9000 SW DURHAM RD. W109 CUSTODIAL CONIC RB-1 P-1 P-1, FRWC P-1, FRWC P-1 - - - - FULL HEIGHT FRWC I TIGARD, OR. 97224 W109A ELECTRICAL PLATFORM CONIC RB-1 - - - - W109B CONTROL AV CONIC RB-1 P-1 P-1 P-1 P-1 - - - - - + JOB NO: 16992.00 W109C ELEC CONC RB-1 P-1 P-1 P-1 P-1 - - - - - ISSUE DATE: June 19, 2018 W109D IDE CONC RB-1 PLWD PLWD PLWD PLWD - - - - - -- ---- -- - -. _.. -. - - W110 CONCESSIONS CONC RB-1 P-1 P-3 P-1 P-1 ACP-1 - PLAM-4 PLAM-3 - Jurisdiction Stamp Area Will CONE CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - W111A AD SUPPORT CPT RB-1 - - P-1 P-1 ACP-1 RS - - - W111B AD OFFICE CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - W111C SAFE 1 STOR CPT RB-1 P-1 P-1 P-1 P-1 ACP-1 RS - - - jW111D STOR CONIC RB-1 P-1 P-1 P-1 P-1 SEE RCP W112 COACH LOCKERS CONIC RB-1 P-1 P-1 P-1 P-1 GWB-1 W112A TOILET CONIC RB-1 P-1, CT-1 P-1, CT-1 P-1 P-1, CT-1 GWB-1 W113 REFEREE LOCKERS CONIC RB-1 P-1 P-1 P-1 P-1 GWB-1 IW113A TOILET CONIC RB-1 P-1, CT-1 P-1, CT-1 P-1 P-1, CT-1 GWB-1 W114 STORAGE CONIC RB-1 P-1, MDF P-1. MDF P-1, MDF P-1, MDF SEE RCP - - - 8'HT MDF PANELS W115 MEN CONIC CT-B P-1. CT-1 P-1,CT-1 P-1,CT-1 P-1, CT-1 GWB-1 - - - FULL HEIGHT TILE W116 WOMEN CONIC CT-B P-1, CT-1 P-1, CT-1 P-1, CT-1 P-1, CT-1 GWB-1 - - - FULL HEIGHT TILE I FINISH SCHEDULE W116A TOILET CONIC CT-B P-1, CT-1 P,CT P,CT P,CT GWB-1 - 7'-0"HT TILE WALLS W117 WEIGHTS RAF-1 RB-1 P-1, MIR P, MIR,WALL GRAPHIC P-1 P-1 PAINT EXPOSED RS - MAIN LEVEL C STRUCTURE P-1 W117A STOR. CONC RB-1 P-1 P-1 P-1 P-1 - - - - - w CO 0 o I- r.--: co 2 o N N I.L r W bassett! architects ROOM FINISH SCHEDULE-LOWER LEVEL ROOM FINISH SCHEDULE-UPPER LEVEL 721 NW 9TH Ave, Suite 350 • ROOM WALLS I WINDOW I CASEWORK 1 ROOM • WALLS CASEWORK NO. ROOM NAME FLOOR BASE NORTH EAST I SOUTH WEST CEILING 1 WINDOW COVERINGS HORZ 1 VERT 1 *REMARKS Portland, Oregon 97209 NO, ROOM NAME FLOOR BASE NORTH I EAST SOUTH 1 WEST 1 CEILING COVERINGS I HORZ I VERT I *REMARKS T (206) 340 9500 F (206) 340 9519 N121 ELECTRICAL CLOSET (E) RB-1 - - - - - EXISTING,AS IS N200A CORR CONC RB-1 P-1, MDF-2, P-1,MDF-2, HDWD P-1, MDF-2. HDWD P-1, MDF-2, ACP-1.GWB-1 - - - - SOOOA CORR CONC RB-1 - P-1, MDF-1 P-1, MDF-1 P-1, MDF-1 ACP-1 - - - - HDWD HDWD - N200B CORR CONC RB-1 P,MDF P,MDF P, MDF, TWS P,MDF ACP-1 _ - S000B CORR CONC RB-1 P-1,MDF-1 P-1, MDF-1 P-1, MDF-1 - ACP-1 - - - - 002 CERAMICS CONC RB-1 P-1PLWD TWS P. PLWD P, PLWD P, PLWD j CIVIL ENGINEER & LANDSCAPE 8 N200C UPPER COMMONS CONC RB-1 - P, MDF P, MDF P, MDF ACP-1 1-RS _ - S001 ELEC. CONC RB-1 P, N201 CLASSROOM LINO RB-1 P-1 P-1,TWS P-6 P-1, TWS ACP-1, GWB-1, P-6 @ - - - SP 1 P 1 P 1 RS PLAM 2 PLAM 5 Cardno SOFFIT SOO2A OFFICE CONC RB-1 P-1 P-1 P-1 P-1 - 6720 SW Macadam Ave Suite 200, N202 CLASSROOM LINO RB-1 P-1 P-1,TWS P-6 P-1, TWS5002B STORAGE CONC RB-1 P P P P SEE RCP _ _ _ _ Portland, OR 97219 ACP 1,GWB-1, P 6 @ RS - - - T(503)-419-2500 SOFFIT S003 IT CLASSROOM LINO RB-1 P-6,TWS P P P SEE RCP RS - PLAM-1 - N203 CLASSROOM LINO RB-1 P-1 P-1,TWS P-6 P-1,TWS ACP-1,GWB-1, P-6 @ RS - - - S004 ENGINEERING LINO RB-1 P-6 P P,TWS P,TWS SEE RCP RS PLAM-6 - STRUCTURAL ENGINEER SOFFIT SOO4A CLEANROOM LINO RB-1 P-6 P-6 P-6 P-6 SEE RCP RS PLAM 6 Catena Engineers N204 CLASSROOM LINO RB-1 P-1 P-1,TWS P-1 P-1,TWS ACP-1, GWB-1, P-6 @ RS - - - S005 HEAVY MAKER SPACE CONC(E) RB-1 P-1, P-7 P-1, DEWC P-1, P-7 P-1 - - PLAM-6 PLAM-7 PATCH AND REPAIR EXISTING FLOORING SOFFIT SOO5A CLEAN MAKER SPACE CONC(E) RB-1 P-1 P-1 P-1 P-1 - PATCH AND REPAIR EXISTING FLOORING 1500 NE Irving St., Suite 412 N205 CLASSROOM LINO RB-1 P-1 P-1, TWS P-6 P-1, TWS ACP-1, GWB-1, P-6 @ RS - - - SOO5B STORAGE CONC RB-1 P-1 P-1 P-1 P-1 - PATCH AND REPAIR EXISTING FLOORING Portland. OR 97232 SOFFIT T(503)-467-4980 SOO5C STORAGE CONC RB-1 P-1 P-1 P-1 P-1 - PATCH AND REPAIR EXISTING FLOORING N206 CLASSROOM LINO RB-1 P-1 P-1, TWS P-6 P-1, TWS ACP-1, GWB-1, P-6 @ RS - - - SOO6A COMPRESSOR ROOM (E) (E), RB-1 P-1 P-1 P-1 P-1 - - - - PATCH AND REPAIR EXISTING FLOORING AND MECHANICAL ELECTRICAL & SOFFIT PAINT PLUMBING ENGINEER N207 CLASSROOM LINO RB-1 P-1 P-1,TWS P-6 P-1. TWS ACP-1, GWB-1, P-6 @ RS - - - 18007 AUTOSHOP (E) (E) (E) (E) (E) (E) (E) - - - PATCH AND REPAIR EXISTING FLOORING SOFFIT I8007A AUTO CLASSROOM (E) (E) (E) (E) (E) (E) (E) - - - PATCH AND REPAIR EXISTING FLOORING 900 SW F N209 CLASSROOM LINO RB-1 P-6 P-1 TWS P-1 P-1,TWS ACP-1, GWB-1, P-6 @ RS - - - ST04 1 STAIR 04 CONC RB-1 P-1, MDF PAT MDF ACP-1 900 SW Fifth Ave., Suite 1600 SOFFIT - - - - Portland, OR 97204 N209A FLEX 1 MTG LINO RB-1 P-1 P-1, DEWC P-1 P-1,TWS ACP-1 RS - - - I ST04-01 STAIR 04 CONC RB-1 P-1, MDF P-1, MDF P-1, MDF P-1, MDF ACP-1 - - - - T(503)-227-5280 N210 CLASSROOM LINO RB-1 P-6 P-1, TWS P-1 P-1,TWS ACP-1, GWB-1, P-S @ RS - - - IST11 STAIR 11 CONC RB-1 - - - - - - - - - SOFFIT W000A CORR CONC RB-1 P-1, MDF-1, P-1, MDF-1, HDWD P-1, MDF-1, HDWD P-1, MDF-1, HDWD ACP-1 - - - - FOOD SERVICE CONSULTANT N211 CLASSROOM LINO RB-1 P-6 P,TWS P-1 P-1, TWS ACP-1, GWB-1, P-6 @ RS - - - HDWD Webb Foodservice Design SOFFIT WOODC CORR CONC RB-1 PA, MDF-1, PA, MDF-1, HDWD P-1, MDF-1, HDWD PA, MDF-1, HDWD ACP-1 - - - - 3700 SE Lafayette Ct. N212 BOYS CONC CT-B P-3, CT-1 p-1, CT-1 CT-1 P-3 GWB-1 - - - FULL HEIGHT TILE HDWD Portland, OR 97202 N213 GIRLS CONC CT-B P-1, P-3, CT-1 P-3 P-1, CT-1 GT-1 GWB-1 FULL HEIGHT TILE WOO1A ELECTRICAL CONC RB-1 P-1 P-1 P-1 P-1 SEE RCP T(503)-236-8566 N214 MECH CONC RB-1 P-1 P-1 P-1 P-1 - - - - _ WOO1B ELEVATOR MACHINE ROOM CONC RB-1 P-1 P-1 P-1 P-1 - - - - - N215 IDE CONC RB-1 PLWD PLWD PLWD PLWD - - - - 4'x8'SHEETS FIRE RATED W002 OFFICE CPT RBA P 1 P 1 P 1 P 1 SEE RCP ACOUSTIC & AV CONSULTANT N216 ELEC CONC RB-1 P-1 P-1 P-1 P-1 - - - - W003 OFFICE CPT RB-1 P-1 P-1 P-1 P-1 SEE RCP The Greenbusch Group ST02-2 STAIR 02 CONC RB-1 P-1, MDF-1, *SEE P-1, MDF-1, *SEE P-1, MDF-1, *SEE P-1, MDF,*SEE ACP-1 - - - - W003A STORAGE CONC RB-1 P-1, MDF P-1, MDF P-1, MDF P-1, MDF - - - - - 1900 W. Nickerson St., Suite 201 INT ELEV INT ELEV INT ELEV INT ELEV WO3B ELEVATOR LINO - PER MFG PER MFG PER MFG PER MFG PER MFG Seattle, WA 98119 W004 GIRLS LOCKERS CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - - T 206-378-0569 WOO4A PE TEACHERS CONC RB-1 P-3 P-1 P-1 P-1 ACP-1 RS - - - WOO4B LOCKERS CONC RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - - COST CONSULTANT WOO4C TOILET CONC RB-1 P-1 P-1, CT-1 P-1,CT-1 P-1 GWB-1 - - - FULL HEIGHT TILE Construction Focus WOO4E TOILETS EPXY RB-1 P-1,CT-1 CT-1 P-1,CT-1 CT-1 GWB-1 - - - FULL HEIGHT TILE 740 Almaden St. I W004G TEAM LOCKER CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - - Eugene, OR 97402 ROOM FINISH SCHEDULE-UPPER AUX IW004H TEAM LOCKER CONC RB-1 P-1 P-1 PA PA GWB-1 - - - - T 541-686-2031 IW004J TEAM LOCKER CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - - ROOM WALLS CASEWORK W005 AUX GYM WAF RB-2 P-1, P-3. P-4, P-1, P-3, P-4, P-6, P-1, P-3, P-4, P-1, P-3, P-4. P-6, P-1, *SEE - - - - NO. ROOM NAME I FLOOR BASE I NORTH I EAST I SOUTH I WEST I CEILING WINDOW COVERINGS HORZ VERT *REMARKS AWFP, *SEE INT MDO,AWFP,*WALL AWFP, *SEE INT WALL GRAPHIC, RCP d ELEV GRAPHIC, SEE ELEV *SEE INT ELEV 44C EL02-2 ELEV 02 LINO - PER MFG PER MFG PER MFG PER MFG RCP yra • WOO5A STOR CONC RB-1 P-6 P-6 P-6 P-6 GWB-1 - - S100D FLEX CONC RB-1 P-1, MDF-1, P-1, MDF-1, HDWD P-1, MDF-1, HDWD P-1, MDF-1, HDWD ACP-1 - - - L(3R E'.KcC4tir�C HDWD W006 UNIFORM STORAGE CONC RB-1 P-1 P-1 P-1 P-1 - - - - - • past 91 S200A CORR CONC RB-1 P-1, MDF-1, P-1, MDF-1, HDWD P-1, MDF-1, HDWD P-1, MDF-1, HDWD ACP-1 - - PLAM-5 - W007 BOYS LOCKERS CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - - HDWD I WOO7A PE TEACHERS CONC RB-1 P-1, P-3 P-1 P-1 P-1, P-3 GWB-1 RS - - - e 1 52008 CORR CONC RB-1 P-1, MDF-1, P-1, MDF-1, HDWD P-1, MDF-1, HDWD P-1, MDF-1, HDWD ACP-1 - .. - - IWOO7B LOCKER CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - - ASEA E,WA HDWD WOO7C SHOWER EPXY RB-1 P-1, CT-1 P-1. CT-1 P-1 P-1, CT-1 GWB-1 - - - FULL HEIGHT TILE ,---..C5 S200C RAMP CONC RB-1 P-1, MDF-1, - P, MDF-1 .. ACP-1 - - - - WOO7D TOILETS EPXY RB-1 CT-1 CT-1 P-1 CT-1 GWB-1 - - - HDWD WOO7F SHWR EPXY RB-1 P, CT P; CT P, CT P; CT GWB-1 - - - FULL HEIGHT TILE 0 12 18 S201 PAINTING CONC RB-1 P-1, FRWC P-1 P-1, FRWC P-1 PAINT EXPOSED RS PLAM-2 PLAM-5 - WOO7G TEAM LOCKER CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - 161 STRUCTURE PA I W007H TEAM LOCKER CONC RB-1 P-1 P-1 P-1 P-1 GWB-1 - - - - 15202 DRAWING CONC RB-1 PA, FRWC PA PA PA, TWS PAINT EXPOSED RS PLAM-2 PLAM-5 - IWOO7J TEAM LOCKER CONC RB-1 P-1 PA PA PA GWB-1 - - - - STRUCTURE P-1 IS203 COMPUTER SCIENCE LINO RBA P-6 P-1,TWS P-1 P-1, TWS ACP-1, GWB-1, P-6 @ RS - - IW008 DRY TEAM ROOM 2 CONC RBA P-1 P-6, DEWC PA, P-6, TWS P-1 ACP-1 RS SOFFIT I W009 DRY TEAM ROOM 1 CONC RB-1 P-1, P-6 P-1 PA, P-6,TWS P-6, DEWC ACP-1 RS - - - "S204 CLASSROOM LINO RB-1 P-6 P-1,TWS P-1,TWS P-1, TWS ACP-1, GWB-1, P-6 @ RS - - W010 BOILER ROOM _CONC RB 1 P-1 P 1 P-1 P-1 - - - SOFFIT W011 TRAINING CONC RB-1 P-1, P-3, FRWC P-1. P-3, FRWC P-1, P-3, FRWC P-1, P-3 ACP-1 RS PLAM-2 PLAM-5 - 15205 CLASSROOM LINO RB-1 P-6 P-1,TWS P-1 P-1, TWS ACP-1, GWB-1, P-6 @ RS - - - IVV011A OFFICE CONC-1 RB-1 P-1 P-1 P-1 P-1 ACP-1 - - - - SOFFIT W012 _ MEETING ROOM CPT RB-1 P-1 P-6 P-1 P-1 SEE RCP S206 JOURNALISM 1 VIDEO CONC RB-1 P-1 P-1 P-1, TWS P-1 ACP-1 RS - - - W013 WOMEN CT CB P-1,CT-1 P-1,CT-1 P-1 P-1,CT-1 GWB - - - FULL HEIGHT TILE I j PRODUCTION W014 MEN CT CB P-1 P-1,CT-1 P-1,CT-1 P-1,CT-1 GWB - - - FULL HEIGHT TILE S206A STUDIO CONC RB-1 P-6 P-6 P-6 P-6 ACP-1 - - - - I5207 COMPUTER GRAPHICS CONC RB-1 P-1,TWS P-1 P-1 P-1 ACP-1 RS - - - '5208 WRESTLING RAF RB-1 P-1,WP P-1,WP P-1,WP P-1,WP PAINT EXPOSED - - - - STRUCTURE PA 1S208A CORRIDOR CONC RB-1 PA, MDF-1, P-1, MDF-1, HDWD PA, MDF-1, HDWD PA, MDF-1, HDWD ACP-1 - - - - HDWD S208A STORAGE CONC RB-1 P-1, FRWC P-1. FRWC P-1, FRWC P-1, FRWC - - - - - S210 IDE CONC RB-1 PLWD PLWD PLWD PLWD - - - - - ST04-2 STAIR 05 - - P-1, MDF-1,*SEE P-1,MDF-1,*SEE P-1, MDF-1, *SEE P-1, MDF-1, *SEE SEE RCP - - - - I INT ELEV INT ELEV INT ELEV INT ELEV I ST06 STAIR 06 - - P-1, MDF-1,*SEE P-1, MDF-1, *SEE P-1, MDF-1, *SEE P-1, MDF-1, *SEE SEE RCP INT ELEV INT ELEV INT ELEV INT ELEV 'ST10-2 STAIR 10 - - P-1, MDF-1, *SEE P-1, MDF-1, *SEE P-1. MDF-1, *SEE P-1, MDF-1, *SEE SEE RCP - - - - INT ELEV INT ELEV INT ELEV INT ELEV ST12-2 STAIR 12 - - P-1, MDF-1:*SEE P-1, MDF-1,*SEE P-1. MDF-1, *SEE P-1. MDF-1, *SEE SEE RCP INT ELEV INT ELEV INT ELEV INT ELEV W200 CORR CONC RB-1 P, MDF P, MDF P, MDF P, MDF ACP-1 - - - - W201 HEALTH LINO RB-1 P-1,TWS P-1 P-1 P-1,TWS ACP-1 RS - - - W202 AEROBICS RAF RB-1 P-1, MIR P-1 P-1, MIR P-1, MIR P-1,*SEE RCP RS - - - W202A STORAGE CONC RB-1 P-1 P-1 P-1 P-1 - - - - - W202B STOR. CONC RB-1 P-1 P-1 P-1 P-1 - - - - - W203 TOILET CONC CB P-1, CT-1 P-1, CT-1 P-1, CT-1 P-1 GWB-1 - - - 7'-0"HT TILE WALLS W204 MEN CONC-2 CB PA CT-1 CT-1 PA, CT-1 GWB-1 - - - FULL HEIGHT TILE W205 WOMEN CONC-2 CB CT-1 CT-1 CT-1 P-1. CT-1 GWB-1 - - - FULL HEIGHT TILE " \ REVISIONS DATE no ,, ,.,. N 2----(N -- N i. i 1 /C I irr� TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area FINISH SCHEDULE W - UPPERAND in CO LOWER LEVELS N _ ari co O 12 w A10 . 82 0_ DOOR/RELITE FRAME bassett! 8314" 8314„ OR EDGE OF WALL architects i EQ EQ i d/ i AT OPENING UNO // �/ A EQ EQ e 1/4"RADIUS 114"RADIUS / / WHERE SIGNS ARE f CORNERS, TYP. I / ' 4"MIN. 2 MOUNTED NEXT TO N♦ , r CORNERS, TYP dr i t NP' ANOTHER SIGN ALIGN 721 NW 9TH Ave, Suite 350 • ; _ BOTTOMS HORIZONTALLY Portland, Oregon 97209 STAIR -F.„,. TIGARD H I G H/ 1"TEXT PRINTED ON / \ T (206) 340 9500 F (206) 340 9519 SECOND SURFACE , WHERE SIGNS ARE SCHOOL ARROW, VERIFY H .,, MOUNTED ABOVE 1"TEXT PRINTED ON SECOND DIRECTION IN FIELD. rfl4 GN SURFACE, LINE 1 AS PRINTED ON SECOND / ♦� I ALIGN CENTTHER ERS c, 3 SCHEDULED v SURFACE ' CIVIL ENGINEER & LANDSCAPE �- 3"TEXT PRINTED ON SECOND cO Cardno 1-112"TEXT PRINTED ON 6720 SW Macadam Ave Suite 200, SURFACE, LINE 2 AS SCHEDULED NOTE: � MAIN SECOND SURFACE `, � Portland, OR 97219 LEVEL- 1"TEXT PRINTED ON SECOND SURFACE, o Z WHERE THERE IS NOT WALL SPACE OR DOOR T(503)-419-2500 SWING CLEARANCE @ LATCH SIDE OF DOOR, LINE 3 AS SCHEDULED . SIGNS SHALL BE PLACED AT NEAREST �♦ — -� O F F I CADJACENT WALL, REFER TO SIGNAGE PLANS. STRUCTURAL ENGINEER — -� Catena Engineers MATERIAL: ENGRAVING ACRYLIC , SEE SIGNAGE SCHEDULE FOR TEXT 1500 NE Irving St., Suite 412 FONT: TBD MATERIAL:ACRYLIC ` MESSAGE. BACKGROUND COLOR: BLACK FONT&SYMBOLS: BEMBO \ Portland, OR 97232 TEXT COLOR:WHITE TEXT COLOR:WHITE ♦ 4 FINISH FLOOR14. T(503)-467.-4980 MECHANICAL ELECTRICAL & ) IS-10 FLOOR LEVEL SIGN 1S-5 INTERIOR DIRECTIONAL SIGN TYP SIGNAGE MOUNTING HEIGHTS PLUMBING ENGINEER „ _ , /! 3 1 -0 6 3" = 1'-0" 0 1/2" = 1'-0" 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 1'-0" �- 1"TEXT FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. r - 1-1/2"TEXT 6" Portland, OR 97202 _ Welcome To T(503)-236-8566 N F 8 314" T I GAR D HIGH / / ACOUSTIC & AV CONSULTANT m14 EQ EQ The Greenbusch Group SCH00L "jilt 1900 W. Nickerson St., Suite 201 ��-, - 1"TEXT ♦` `\ 1116" RADIUS CORNERS,TYP. Seattle, WA 98119 Visitors Check // PICTOGRAM AND TEXT ,v, 17 0 -rWHITE SUBSURFACE T 206-378-0569 5/8 TACTILE TEXT, LINE 1 AS SCHEDULED �'�� IN CASE OF FIRE � N 5/8" in at Main Office - 1 114"PICTOGRAMS, USE STAIRWAYS STORAGE TEXT PRINTED ON SECOND SURFACE, COST CONSULTANT r CONTRASTING ` A\u _ LINE 2 AS SCHEDULED Construction Focus No SmokingDO NOT USE ELEVATORS BACKGROUND COLOR 740 Almaden St. �, - BRAILLE Eugene, OR 97402 No Drugs ® MATERIAL: METAL �— MATERIAL: ACRYLIC �,� FONT: TBD T 541-686-2031 . s FONT&SYMBOLS: BEMBO Gun Free Zone TEXT COLOR: BLACK BACKGROUND COLOR BLACK �� TEXT COLOR: WHITE 2" , cS � d IS-6 INT'L SYMBOL IN CASE OF FIRE SIGN IS-1 TYPICAL ROOM SIGN NO INSERT , LORNEeWCONAC 7 r 3" = 1'-0" 2 3"_- l'-0" t EXTERIOR RULES AND WELCOME SIGN7-5 eAk 12 3" 1'-0" ' SEAN ,WA 8 3/4" U s,4Q 8 314" X / EQmie EQ 0 12 18 .ii / 1/4"RADIUS -♦\ ♦♦ ' ♦ \, I r CORNERS,TYP. 2'-0" ♦ \ /e /, N _4 70 1-1ASI2"TACTILE SCHEDULED EXT, LINE 1 XXXX_-. 1-112'TEXT, LINE 1 AS SCHEDULEDCLASSROOM— f GRAPHICS AND TEXT PROVIDED PROVIDE ONE OF TH15 TYPE OF "' - T - 5/8"TEXT PRINTED ON SECOND If BY ARCHITECT. TO BE PRINTED ON �- SIGN. LOCATION TO BE VERIFIED I - SURFACE, LINE 2 AS SCHEDULED SUBSURFACE OF ACRYLIC PANEL I WITH ARCHITECT AND OWNER . v �, ♦1 ' BRAILLE J 48"AFF ♦♦ 1 i 4' c CLEAR INSERT PANEL v� MAXIMUM 3/4"TEXT, LINE 2 AS SCHEDULED I (INSERT PROVIDED T I A R D HIGH SCHOOL OCCUPANCY = 314"TEXT, LINE 3 AS SCHEDULED i BY OWNER) v S MATERIAL:ACRYLIC 114" r- - - 7 FONT: TBD MATERIAL: ENGRAVING ACRYLIC BACKGROUND COLOR: BLACK FONT: TBD FONT COLOR: WHITE BACKGROUND COLOR: BLACK TEXT COLOR:WHITE IS-7 TYPICAL MAX OCCUPANCY SIGN IS-2 TYPICAL ROOM SIGN WITH INSERT BUILDING8 U3" = 1'_0" 0 3" = 1'_a" DIRECTORY f_ 8 3/4" // EQ EQ 8 3/4" 1/4" RADIUS `= I 1 L — _ _ . • CORNERS, TYP. 1 7/8"—e-_,, 2 127/256"2 129/256"6 7,_____-i--1 7/8" • ♦7 EVACUATI -KLAN 5/8"TACTILE TEXT: LINE 1 \ ' ' ' ON —. 1116" RADIUS AS SCHEDULED CORNERSo _i 0 A f� 4"TALL TACTILE PICTOGRAMS REVISIONS DATE FIRE ALARM PANEL, BUILDING DIRECTORY ` - CLEAR INSERT 48 BRAILLE cr o C 13 3" = 1'-a" - C 'CD PANEL o U (INSERT PROVIDED a BY OWNER) ` / 3/4"TACTILE TEXT MESSAGE v - R E ST R0 0 BRAILLE TEXT MESSAGE 114" fr ♦ ni. (-14* MATERIAL: ENGRAVING ACRYLIC FONT: TBD C.I - MATERIAL:ACRYLIC BACKGROUND COLOR: BLACK = r FONT: TBD TEXT COLOR:WHITE BACKGROUND COLOR: BLACK FONT COLOR: WHITE 9 i1S-8 EVACUATION SIGN IS-3 UNISEX RESTROOM SIGN , 3" = 11-0" 4 3" = 1'-0" TIGARD TUALATIN SCHOOL DISTRICT .ii_ TIGARD HIGH 8 314" y EQ EQ �' SCHOOL 1 k " 114" RADIUS / EQ / 2��' EQ I CORNERS, TYP. 4 8" MODERNIZATION r —At \ I RADIUS CORNERS 04"H TACTILE 0 9000 SW DURHAM RD. \\- CLEAR INSERT 7--- �� PICTOGRAMS, TIGARD, OR. 97224 v PANEL COLOR TO co co (INSERT PROVIDED - MATCH TEXT JOB NO: 16992.00 (1%.11)\BY OWNER) 1 ( co 314"TACTILE ISSUE DATE: June 19, 2018 co TEXT, LINE 1 AS SCHEDULED Jurisdiction Stamp Area kr 1 N\ BOYS' BRAILLE GIRLS - N TEXT MESSAGE N - - 114 f :.if MATERIAL:NTENGRAVING ACRYLIC EQ / EQ ,I MATERIAL:ACRYLIC FONT: OUBD BACKGROUND COLOR: BLACK BACKGROUND COLOR: BLACK Le-) �' �' TEXT COLOR: WHITE N FONT& PICTOGRAM COLOR: WHITE * 15-9 INTERIOR YOU ARE HERE SIGN IS-4 RESTROOM SIGN .,:i) 3" , 1,-0,, - -- 3" = 11-0" SIGNAGE DETAILS 2 I— 0) w N U) I— co 2 cK w A10 . 91 bassetti architects SIGNAGE SCHEDULE SIGNAGE SCHEDULE SIGNAGE SCHEDULE MARK SIGN TEXT LINE 1 1 SIGN TEXT LINE 2 I SIGN TEXT LINE 3 1 DETAIL NO. 1 SIGN TYPE PICTOGRAM 1 COMMENTS MARK I SIGN TEXT LINE 1 SIGN TEXT LINE 2 SIGN TEXT LINE 3 DETAIL NO. I SIGN TYPE PICTOGRAM I COMMENTS MARK SIGN TEXT LINE 1 I SIGN TEXT LINE 2 1 SIGN TEXT LINE 3 I DETAIL NO. I SIGN TYPE I PICTOGRAM COMMENTS 721 NW 9TH Aye, Suite 350 Portland, Oregon 97209 A100-1 A100 RECEPTION 1/A11.01 IS-1 TYP ROOM SIGN N202-1 N202 CLASSROOM 8/A11.01 'IS-8 EVAC SIGN GLASS MOUNTED WOO4A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED T (206) 340 9500 F (206) 340 9519 A100-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN N202-2 8/A11.01 '1S-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED WOO4B-1 WOO4B LOCKERS 1/A11.01 IS-1 TYP ROOM SIGN A100-3 A100 RECEPTION 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED N203-1 N203 CLASSROOM 2/A11.01 I IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED I W004C-1 TOILET 3/A11.01 IS-3 RESTROOM SIGNS UNISEX PICTOGRAM A100-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N203-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN (GLASS MOUNTED WOO4G-1 WOO4G TEAM LOCKER 1/A11.01 IS-1 TYP ROOM SIGN A100-5 A100 RECEPTION ATTENDANCE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED N204-1 N204 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED WOO4G-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN CIVIL ENGINEER & LANDSCAPE A100-6 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 1N204-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED WOO4H-1 WOO4H TEAM LOCKER 1/A11.01 'IS-1 TYP ROOM SIGN Cardno A101-1 A101 SRO 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT N205-1 N205 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED WOO4H-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN 6720 SW Macadam Ave Suite 200, A101-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN N205-2 8/A11.01 1S-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED WOO4J-1 W004J TEAM LOCKER 1/A11.01 1S-1 TYP ROOM SIGN Portland. OR 97219 A102-1 A102 CONFERENCE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED N206-1 N206 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED WOD4J-2 8/A11.01 1IS-8 EVAC SIGN EVACUATION PLAN T(503)-419-2500 A102-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N206-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W005-1 X MAX OCCUPANCY 2/A11.01 IS-7 MAX OCCUPANCY MOUNTED ABOVE DOOR A103-1 A103 PRINCIPAL 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED N207-1 N207 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W005-2 8/A11.01 IS-8 EVAC SIGN 'EVACUATION PLAN STRUCTURAL ENGINEER A103-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N207-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN W005-3 W005 AUXILERY 1/A11.01 IS-1 TYP ROOM SIGN Catena Engineers A104-1 A104 OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED N209-1 N209 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED GYMNASIUM 1500 NE Irving St., Suite 412 A104-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N209-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W005-4 W005 AUXILERY 1/A11.01 IIS-1 TYP ROOM SIGN Portland, OR 97232 A105-1 A105 OFFICE 2/A11.01 IS-2 ROOM SIGN WI SINGLE INSERT GLASS MOUNTED N209A-1 N209A FLEX MEETING 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED GYMNASIUM T(503)-467-4980 A105-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N209A-2 8/A11,01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W005-5 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN MECHANICAL ELECTRICAL & A106-1 A106 OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED N210-1 N210 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED I WDO5A-1 WOO5A STORAGE 1/A11.01 IS-1 TYP ROOM SIGN A106-2 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N210-2 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 1W006-1 W006 STORAGE 1/A11.01 IS-1 TYP ROOM SIGN PLUMBING ENGINEER A107-1 A107 OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED N211-1 N211 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED 1W007-1 W007 BOYS LOCKERS 1/A11.01 IS-1 TYP ROOM SIGN Glumac A107-2 1/A11.01 IS-1 TYP ROOM SIGN EVACUATION PLAN GLASS MOUNTED N211-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W007-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN 900 SW Fifth Ave., Suite 1600 A108-1 A108 BREAK ROOM WORK ROOM 11A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED N212-1 BOYS RESTROOM 41A11.01 IS-4W007-3 W007 BOYS LOCKERS 1/A11.01 IS-1 TYP ROOM SIGN Portland, OR 97204 RESTROOM SIGN BOYS PICTOGRAM T(503)-227-5280 A108-2 1/A11.01 IS-1 TYP ROOM SIGN EVACUATION PLAN GLASS MOUNTED N213-1 GIRLS RESTROOM 4/A11.01 IS-4 RESTROOM SIGN GIRLS PICTOGRAM W007-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN 2 ROOM SIGN W/SINGLE INSERT01 1S 1 WOO7A PE TEACHERS 2/A11. - A109-1 A109 MAIL ROOM 11A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED N214-1 N214 MECHANICAL 11A11.01 IS-1 TYP ROOM SIGN WOO7A- FOOD SERVICE CONSULTANT A109-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N215-1 N215 IDF 1/A11.01 IS-1 TYP ROOM SIGN WOO7A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN Webb Foodservice Design A110-1 A110 BOOKKEEPER 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED N216-1 N216 ELECTRICAL 1/A11.01 IS-1 TYP ROOM SIGN WOO7B-1 WOO7B LOCKERS 1/A11.01 IS-1 TYP ROOM SIGN 3700 SE Lafayette Ct. A110-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S001-1 S001 ELECTRICAL 1/A11.01 IS-1 TYP ROOM SIGN w0O7C-1 SHOWER 3/A11.01 IS-3 RESTROOM SIGNS UNISEX PICTOGRAM Portland, OR 97202 A110B-1 A11OB VAULT 1/A11.01 IS-1 TYP ROOM SIGN S002-1 S002 CERAMICS 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT WOO7G-1 WOO7G TEAM LOCKER 1/A11,01 IS-1 TYP ROOM SIGN T(503)-236-8566 E100-1 2/A11.01 IS-9 INTERIOR YOU ARE HERE INSERT PROVIDED BY ARCHITECT S002-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN WOO7G-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN E100-2 2/A11,01 IS-5 INTERIOR DIRECTIONAL SIGN SEE DETAIL,ARROW RIGHT 5002-3 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN WOO7H-1 WOO7H TEAM LOCKER 1/A11.01 IS-1 TYP ROOM SIGN ACOUSTIC &AV CONSULTANT E101-1 E101 COUNSELING 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED S002-4 5002 CERAMICS 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT WOO7H-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN The Greenbusch Group E101-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S002-5 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN WOO7J-1 WOO7J TEAM LOCKER 1/A11.01 IS-1 TYP ROOM SIGN 1900 W. Nickerson St., Suite 201 E102-1 E102 OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED SOO2A-1 SOO2B STORAGE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED WOO7J-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN Seattle,WA 98119 E102-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED SOO2A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W008-1 W008 DRY TEAM ROOM 1/A11.01 IS-1 TYP ROOM SIGN T 206-378-0569 E103-1 E103 OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED SOO2B-1 SOO2B STORAGE IIA11.01 IS-I TYP ROOM SIGN W008-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN E103-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S003-1 5003 IT CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT 1W009-1 W009 DRY TEAM ROOM 1/A11.01 IS-1 TYP ROOM SIGN COST CONSULTANT E1D4-1 E164 OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED_ S003-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN W009-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN Construction Focus E104-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S004-1 5004 ENGINEERING 2/A11.01 1S-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W010-1 W010 BOILER ROOM 1/A11.01 IS-1 TYP ROOM SIGN 740 Almaden St. E105-1 E105 CAREER CENTER 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED S004-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W010-3 W010 BOILER ROOM 1/A11.01 IS-1 TYP ROOM SIGN Eugene, OR 97402 E105-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S004-3 S004 ENGINEERING 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W010-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN T 541-686-2031 E105-3 1/A11.01 IS-1 TYP ROOM SIGN 18004-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED I W011-1 W011 TRAINING ROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED EID6-1 E106 OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED 5004A-1 SOO4A CLEAN ROOM 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED I W011-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED E106-2 E106 OFFICE 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED SOO4A-2 8/A11,01 1S-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W011A-1 W011A OFFICE 2/A11.01 IS-2 ROOM SIGN WI SINGLE INSERT GLASS MOUNTED �j�j E107-1 E107 OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED 5004A-3 SOO4A CLEAN ROOM 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED I W011A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED r�� �l f� 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 5004A-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W012-1 W012 MEETING ROOM 1/A11.01 IS-1 TYP ROOM SIGN :GLASS MOUNTED r E107-2 I E108-1 E108 OFFICE 11A11.01 ES-1 TYP ROOM SIGN GLASS MOUNTED S005-1 S005 HEAVY MAKERSPACE 11A11.01 IS-1 TYP ROOM SIGN I W012-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED C.. LORNE McCONAC�enst 91 E108-2 1/A11.01 IS-1 TYP ROOM SIGN EVACUATION PLAN GLASS MOUNTED S005-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN I W013-1 GIRLS RESTROOM 4/A11.01 IS-4 RESTROOM SIGN GIRLS PICTOGRAM ,'s E109-1 E109 OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED S005-4 S005 HEAVY MAKERSPACE 1/A11.01 IS-1 TYP ROOM SIGN W014-1 BOYS RESTROOM 4/A11.01 IS-4 RESTROOM SIGN BOYS PICTOGRAM •• •W10D1 221A11.01 Exterior Rules SEE DETAIL, MORTAR MOUNT , I E109-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S005-5 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN ONLY 41p9SEA E,WA E11O-1 E110 CONFERENCE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED SOO5A-1 S005A CLEAN MAKERSPACE 1/A11.01 IS-1 TYP ROOM SIGN I W100 2 BUILDING DIRECTORY 221A11.01 Building Directory GRAPHIC PROVIDED BY O E110-2 8/A11.01 1S-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED SOO5A-2 8/A11.01 IS-8 EVAC SIGN I,EVACUATION PLAN N4.1 E111-1 E111 STUDENT RECORDS 1/A11.01 IS-1 TYP ROOM SIGN SOO5B-1 SOO5B STORAGE 1/A11.01 IS-1 TYP ROOM SIGN ARCHITECT E112-1 E112 WORK ROOM 1/A11.01 IS-1 TYP ROOM SIGN SOO5B-2 SOO5B STORAGE 1/A11.01 IS-1 TYP ROOM SIGN I 1W101-1 21A11.01 IS-9 INTERIOR YOU ARE HERE INSERT PROVIDED BY ARCHITECT fl /2 18 E112-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN SOO5C-1 SOO5C STORAGE 1/A11.01 IS-1 TYP ROOM SIGN I 1W101-2 21A11.01 IS-5 INTERIOR DIRECTIONAL SIGN SEE DETAIL,ARROW RIGHT { IW1D2A-1 W102A STORAGE 1/A11.01 IS-1 TYP ROOM SIGN E113-1 E113 BUSINESS 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED S006-1 S006 STORAGE 1/A11.01 IS-1 TYP ROOM SIGN IW102A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN CLASSROOM S006-2 S006 STORAGE 1/A11.01 IS-1 TYP ROOM SIGN I IW103 1 BOYS RESTROOM 41A11.01 1ST RESTROOM SIGN BOYS PICTOGRAM E113-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S201-1 S201 PAINTING 8/A11.01 IS-8 EVAC SIGN GLASS MOUNTED E113-3 E113 BUSINESS 2IA71.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W104 1 GIRLS RESTROOM 41A11.01 IS-4 RESTROOM SIGN GIRLS PICTOGRAM S201-2 81A11.01 15 8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W105-1 X MAX OCCUPANCY 2/A11.01 IS-7 MAX OCCUPANCY GLASS MOUNTED, PROVIDE CLASSROOM S201-3 S201 PAINTING 8/A11.01 IS-8 EVAC SIGN GLASS MOUNTED I PROPER BACKING E113-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 5201-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W106-1 W106 GRAB-N-GO 11A11.01 IS-1 TYP ROOM SIGN E113-5 E114 BUSINESS 21A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED CLASSROOM S202-1 S202 DRAWING 8/A11.01 IS-8 EVAC SIGN GLASS MOUNTED W106-2 8/A11.01 1S-8 EVAC SIGN EVACUATION PLAN S202-2 8/A11.01 15-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W107-1 W107 ELECTRICAL 1/A11.01 IS-1 TYP ROOM SIGN 1E113-6 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN S203-1 S203 COMPUTER SCIENCE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED I E113A-1 E113A STUDENT STORE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W108 1 W108 SERVERY 11A11.01 IS 1 TYP ROOM SIGN IE113A 2 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED IS203-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W108-2 8/A11.01 1S-8 EVAC SIGN EVACUATION PLAN E114-1 E114 BUSINESS 21A11.D1 1S-2 ROOM SIGN WI SINGLE INSERT GLASS MOUNTED 13204-1 S204 CLASSROOM 8/A11.01 IS-8 EVAC SIGN GLASS MOUNTED W108-3 W108 SERVERY 1/A11.01 IS-1 TYP ROOM SIGN CLASSROOM 15204-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W108-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN IE114-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 18205-1 S205 CLASSROOM 8/A11.01 IS-8 EVAC SIGN GLASS MOUNTED W108B-1 W108B KITCHEN 1/A11.01 IS-1 TYP ROOM SIGN E114-3 £114 BUSINESS 2/A11.01 IS-2 ROOM SIGN WI SINGLE INSERT GLASS MOUNTED S205-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W108C 1 W108C OFFICE 11A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED CLASSROOM I 5206-1 S206 JOURNALISM VIDEO PRODUCTION 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W108C-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 1E114-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S206-2 - 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W108E-1 TOILET 3/A11.01 IS-3 RESTROOM SIGNS UNISEX PICTOGRAM E115-1 E115 BUSINESS 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED S206-3 S206 JOURNALISM VIDEO PRODUCTION 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W108F-1 W1O8F DRY STORAGE 1/A11.01 IS-1 TYP ROOM SIGN CLASSROOM IS206-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W108G-1 W108G FREEZER 1/A11.01 IS-1 TYP ROOM SIGN E115-28/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED IS206A-1 S206A STUDIO 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W108H-1 W1O8H COOLER 1/A11.01 IS-1 TYP ROOM SIGN El 18-1 £118 TEACHERS LOUNGE r1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED IS206A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED I W109-1 W109 CUSTODIAL 1/A11.01 IS-1 TYP ROOM SIGN E118-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED 15206A-3 5206A STUDIO 8/A11.01 IS-8 EVAC SIGN GLASS MOUNTED W109-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN E120-1 8/A11.01 IS-8 EVAC SIGN I3206A-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W109-3 W109 CUSTODIAL 1/A11.01 IS-1 TYP ROOM SIGN E120A-1 1/A11.01 IS-1 TYP ROOM SIGN S207-1 S207 COMPUTER 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W109-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN E120A-2 81A11.01 IS-8 EVAC SIGN GRAPHICS_ W109B-1 W109B CONTROL AV 1/A11.D1 15-1 TYP ROOM SIGN E120C-1 1/A11.01 IS-1 TYP ROOM SIGN IS207-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W109C-1 W109C ELECTRICAL 1/A11.01 IS-1 TYP ROOM SIGN E12OC-2 8/A11.01 IS-8 EVAC SIGN S207-3 S207 COMPUTER 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED W1O9D-1 W109D IDF 1/A11.01 IS-1 TYP ROOM SIGN E12DC-3 1/A11.01 IS-1 TYP ROOM SIGN GRAPHICS S207-4 1 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED W110 1 W110 CONCESSIONS 1lA11.01 15 1 TYP ROOM SIGN E121-1 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT i W110-2 8/A11.01 fS-8 EVAC SIGN EVACUATION PLAN E121-2 8/A11.01 1IS-8 EVAC SIGN 8208-1 S208 WRESTLING 21A11.01 IS-2 ROOM SIGN WI SINGLE INSERT W111A-1 W111A AD SUPPORT CONFERENCE 1/A11.01 15-1 TYP ROOM SIGN GLASS MOUNTED ELO2 2 1 21A11.01 IS-6 INTSYMBOL IN CASE OF FIRE (NTL FIRE SYMBOL S208-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN I W111A 2 8lA11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S208-3 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED EL02-2-2 8/A11.01 IS-8 EVAC SIGN (EVACUATION PLAN W111B-1 W111B AD OFFICE 1/A11.01 IS-1 TYP ROOM SIGN GLASS MOUNTED EL 01-1-1 81A11.01 11S-8 EVAC SIGN EVACUATION PLAN 5208-4 S208 WRESTLING 2/A11.01 1S-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED EL 01-1-2 2/A11.01 IS-6 INTL SYMBOL IN CASE OF FIRE 'INTL FIRE SYMBOL 52OBA-1 S208A STORAGE 1/A11.01 IS-1 TYP ROOM SIGN W111 B-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED S210-1 5210 IDF 1/A11.01 IS-1 TYP ROOM SIGN W111C-1 W111C SAFE STORAGE 1/A11.01 IS-1 TYP ROOM SIGN EL 01-1-3 2/A11.01 IS-6 INTL SYMBOL IN CASE OF FIRE INTL FIRE SYMBOL W111D-1 W111D STORAGE 1/A11.01 IS-1 TYP ROOM SIGN At REVISIONS DATE EL 01-1-4 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN ST01-1-1 STAIR 1 2 LEVEL 2/A11.01 IS-10 FLOOR LEVEL SIGN ST01-1-2 2/A11.01 IS-9 INTERIOR YOU ARE HERE INSERT PROVIDED BY ARCHITECT W112-1 W112 COACH LOCKERS 1/A11,01 1S-1 TYP ROOM SIGN N100A-1 22/A11.01 Exterior Rules SEE DETAIL, MORTAR MOUNT W112-2 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN ONLY ST01-1-3 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN W112A-1 TOILET 3/A11.01 IS-3 RESTROOM SIGNS UNISEX PICTOGRAM N100A-1 BUILDING DIRECTORY 22/A11.01 Building Directory GRAPHIC PROVIDED BY ST01-1-4 STAIR 1 3 LEVEL 2/A11.01 IS-10 FLOOR LEVEL SIGN ARCHITECT ST01-1-5 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN W113-1 W113 REFEREE LOCKERS 1iA11.01 IS-1 TYP ROOM SIGN 1N101 B-1 2/A11.01 IS-9 INTERIOR YOU ARE HERE I INSERT PROVIDED BY ARCHITECT ST01-1-6 2/A11.01 IS-9 INTERIOR YOU ARE HERE INSERT PROVIDED BY ARCHITECT W113-2 81A11.D1 IS-8 EVAC SIGN EVACUATION PLAN 1N101 B-2 2/A11.01 IS-5 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DISTRICT N106-4 N106 CE2 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT ST04-2-3 2/A11.01 IS-9 INTERIOR YOU ARE HERE INSERT PROVIDED BY ARCHITECT W201-1 W201 HEALTH 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT N1O7A-1 N1O7A MEETING 1/A11.01 IS-1 TYP ROOM SIGN ST06-1 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN W201-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN TIGARD I-I I G H N107A-2 8/A11.01 IS-8 EVAC SIGN .EVACUATION PLAN ST06-2 STAIR 6 3 LEVEL 2/A11.01 IS-10 FLOOR LEVEL SIGN W202-1 W2D2 AEROBICS 1/A11.01 IS-1 TYP ROOM SIGN N10713-1 N1D7B OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT ST07-1-1 STAIR 7 3 LEVEL 2/A11.01 IS-10 FLOOR LEVEL SIGN W202-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN N1D7B-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN ST07-1-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN W202-3 W202 AEROBICS 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT N107C-1 N107C OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT ST07-1-4 STAIR 7 2 LEVEL 2/A11.01 IS-10 FLOOR LEVEL SIGN W202-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN 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N110-1 N110 CUSTODIAL 1/A11.01 IS-1 TYP ROOM SIGN ST10-2-2 STAIR 10 3 LEVEL 2/A11.01 IS-10 FLOOR LEVEL SIGN 9000 SW DURHAM RD. N110-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN TIGARD, OR. 97224 ST10-2-3 8lA11.D1 15-8 EVAC SIGN EVACUATION PLAN N110A-1 N110A OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED WOOA-1 ELEVATOR 2/A11.01 IS-5 INTERIOR DIRECTIONAL SIGN SEE DETAIL,ARROW LEFT JOB NO: 16992.00 N110A-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN WD01-1 W001 ELECTRICAL 1/A11.01 IS-1 TYP ROOM SIGN N110B-1 N1108 SPRINKLER RISER 1/A11.01 IS-1 TYP ROOM SIGN W001-2 W001 ELEVATOR MACHINE 1/A11.01 IS-1 TYP ROOM SIGN ISSUE DATE: June 19, 2018 N110C-1 N110C EMERGENCY 1/A11.01 IS-1 TYP ROOM SIGN ROOM Jurisdiction Stamp Area EQUIPMENT 1W002-1 W002 OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED 1N111-1 BOYS RESTROOM _4/A11.01 IS-4 RESTROOM SIGN BOYS PICTOGRAM 1W002-2 8/A11.01 1S-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED PLEASE NOTE:ALL GLASS MOUNTED SIGNAGE WHICH DOES NOT HAVE SIGNAGE MOUNTED]DIRECTLY BEHIND, TO RECEIVE BLANK SIGNAGE PANEL TO CONCEAL MOUNTING ADHESIVE. 1N112-1 GIRLS RESTROOM 4/A11.01 IS-4 RESTROOM SIGN GIRLS PICTOGRAM Iwo03-1 W003 OFFICE 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED IN113-1 N113 CUSTODIAL 1/A11.01 IS-1 TYP ROOM SIGN W003-2 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED N114-1 N114 ELEVATOR MACHINE 1/A11.01 IS-1 TYP ROOM SIGN W003A-1 W003A STORAGE 1/A11.01 IS-1 TYP ROOM SIGN ROOM WO3B-1 2/A11.01 IS-6 INT'L SYMBOL IN CASE OF FIRE INTL FIRE SYMBOL N115-1 TOILET 3/A11.01 IS-3 RESTROOM SIGNS 'UNISEX PICTOGRAM WD3B 281A11 01 1S-8 EVAC SIGN EVACUATION PLAN N116-1 TOILET 31A11.01 IS-3 RESTROOM SIGNS UNISEX PICTOGRAM WO3B-3 I 2/A11 01 IS-6 INTL SYMBOL IN CASE OF FIRE INTL FIRE SYMBOL N117-1 TOILET 3/A11.01 IS-3 RESTROOM SIGNS UNISEX PICTOGRAM WO3B-4 8/A11.01 1S-8 EVAC SIGN EVACUATION PLAN N118-1 TOILET 3/A11.01 IS-3 RESTROOM SIGNS W004-1 W004 GIRLS LOCKER 1/A11.01 IS-1 TYP ROOM SIGN N121-1 N121 ELECTRICAL CLOSET 1/A11.01 IS-1 TYP ROOM SIGN W004-2 8/A11,01 IS-8 EVAC SIGN EVACUATION PLAN N200B-1 2/A11.01 IS-9 INTERIOR YOU ARE HERE INSERT PROVIDED BY ARCHITECT W004-3 W004 GIRLS LOCKER 1/A11.01 IS-1 TYP ROOM SIGN N201-1 N201 CLASSROOM 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT W004-4 8/A11.01 IS-8 EVAC SIGN EVACUATION PLAN SIGNAGE 1N201-2 81A11.01 IS-8 EVAC SIGN EVACUATION PLAN GLASS MOUNTED WOO4A-1 WOO4A PE TEACHERS 2/A11.01 IS-2 ROOM SIGN W/SINGLE INSERT GLASS MOUNTED I - SCHEDULE w co co I- ooC) 2 R. ct Al 0 . 92 iB w GENERAL STRUCTURAL NOTES bassetti/ I. GENERAL III. SPECIAL INSPECTIONS AND TESTS VII. FOUNDATIONS AND SITE WORK XI. ROUGH CARPENTRY 3 XII. UNIT MASONRY (CONT.) architects 1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2014 EDITION OF THE OREGON 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2014 OSSC. REFER TO THE DESIGN OF THE FOUNDATION SYSTEM I$ BASED UPON THE CRITERIA AND 1. FRAMING LUMBER: DOUGLAS FIR (COAST REGION) GRADED AND MARKED IN ACCORDANCE WITH 10. PROVIDE THE FOLLOWING MINIMUM CLEARANCES: STRUCTURAL SPECIALTY CODE (055C) AND THE REQUIREMENTS OF THE CONTRACT TABLES 1 THROUGH 6 ON SHEETS S0.04 AND S0.05 FOR SPECIAL INSPECTION AND TESTING RECOMMENDATIONS CONTAINED 1N THE GEOTECHNICAL INVESTIGATION REPORT BY GRI DATED FEBRUARY 28, 2018. REPORT IS AVAILABLE FOR REVIEW. THE STANDARD GRADING RULES No. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) LOCATION CLEARANCES DOCUMENTS. REQUIREMENTS. OR WESTERN LUMBER GRADING RULES, OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). 2. REGIONAL GROUNDWATER ELEVATION IS ESTIMATED AT APPROXIMATELY 65 FEET BELOW USE LUMBER OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: BETWEEN REINFORCING AND 721 NW 9TH Ave Suite 350 2. THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED GRADE. PERCHED GROUNDWATER IS ESTIMATED AT APPROXIMATELY 0 TO 15 FEET BELOWINSIDE FACE OF MASONRY UNITS 1/2 INCH CLEAR SPECIFICATIONS. IN CASE OF APPARENT CONFLICT IN OR BETWEEN THE CONTRACT ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 MEMBER MOISTURE CONTENT WOOD GRADE Portland, Oregon 97209 GRADE.THE NEED FOR SITE DE-WATERING IS DEPENDENT ON RAINFALL AMOUNTS DURING BETWEEN PARALLEL BARS 1 INCH CLEAR DRAWINGS AND SPECIFICATIONS, CONTACT THE OWNER'S REPRESENTATIVE FOR (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM FOUNDATION EXCAVATION AND INSTALLATION. SILLS 19% D.E. No.1 PRESSURE OR >- EMBEDDED BOLTS 1 INCH CLEAR ALL AROUND T (206) 340 9500 F (206) 340 9519 CLARIFICATION PRIOR TO PROCEEDING WITH THE RELATED WORK. FOR BIDDING E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE PRESERVATIVE TREATED OR PURPOSES, THE MORE COSTLY PROVISION SHALL PREVAIL. STRUCTURAL ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS 3. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION. FDN GRADED REDWOOD } 11. DOWELS FROM THE FOUNDATION SHALL MATCH THE SIZE AND LOCATION OF VERTICAL 3. REFERENCES IN THE CONTRACT DOCUMENTS TO CODES, RULES, REGULATIONS, STANDARDS, SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED 4. REMOVE ABANDONED FOOTINGS, UTILITIES, AND OTHER UNDERGROUND ELEMENTS THAT STUDS 19% D.F. No.2 { REINFORCING IN MASONRY, UNLESS OTHERWISE NOTED. MANUFACTURER'S INSTRUCTIONS, AND REQUIREMENTS OF REGULATORY AGENCIES ARE TO IN ACCORDANCE WITH SECTION 6.1.4.1.1 OF AWS D1.1.THE OWNER SHALL SECURE AND PAY INTERFERE WITH THE WORK, UNLESS OTHERWISE INDICATED. JOISTS, PLANKS 15% D.F. No.1 r 12. PROVIDE VERTICAL CONTROL JOINTS IN THE WALLS AT LOCATIONS SHOWN ON THE DRAWINGS. CIVIL ENGINEER & LANDSCAPE THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS FOR THE SERVICES OF THE INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL AND PLATES THE DOCUMENT DATE IS INDICATED. INSPECTIONS AND TESTS. 5. NOTIFY THE OWNER'S REPRESENTATIVE IF BURIED STRUCTURES NOT INDICATED ARE FOUND, BEAMS, 5"AND WIDER GREEN D.F.SELECT 13. LOW LIFT GROUTING: LAY UNITS A MAXIMUM OF 2 FEET HIGH BEFORE GROUTING. PLACE Cardno INCLUDING BUT NOT LIMITED TO CESSPOOLS, CISTERNS, AND FOUNDATIONS. - - - GROUT IN A CONTINUOUS PLACEMENT IN GROUT LIFTS NOT EXCEEDING 2 FEET. COMPLETELY 6720 SW Macadam Ave Suite 200. STRUCTURAL BEAMS, D.F. No.1 GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS GREATER Portland, OR 97219 4. DO NOT SCALE THE DRAWINGS. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE 19% APPROVED CONSTRUCTION DOCUMENTS. IF INITIAL TESTS OR INSPECTIONS MADE BY THE 6. PROVIDE NECESSARY EXCAVATION PROCEDURES INCLUDING BUT NOT LIMITED TO LAGGING, 4"AND NARROWER THAN ONE HOUR. T(503)-419-2500 5. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SHORING, AND UNDERPINNING OF EXISTING STRUCTURES. PROTECT EXISTING STRUCTURES POSTS, 6x6 AND LARGER GREEN D.F. SELECT ff OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY - - l` CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DURING CONSTRUCTION. STRUCTURAL POSTS, 14. HIGH LIFT GROUTING: LAY UNITS A MAXIMUM OF 12 FEET HIGH BEFORE GROUTING. PLACE WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS 19% DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE D.F. No.1 GROUT IN A CONTINUOUS PLACEMENT IN GROUT LIFTS NOT EXCEEDING 6 FEET. COMPLETELY STRUCTURAL ENGINEER SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. ALL DISCREPANCIES SHALL BE BROUGHT TO 7. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO 4x6 AND SMALLER OWNER'S REPRESENTATIVE. FRAMING BLOCKING \ GROUT THE FULL HEIGHT OF THE WALL SECTION IN ONE DAY WITH NO INTERRUPTIONS Catena Engineers THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, NOTED IN THE PLACING CONCRETE. 15% D.F. No.2 GREATER THAN ONE HOUR. PROVIDE CLEANOUTS AT EVERY CELL ALONG THE BOTTOM 1500 NE IrvingSt., Suite 412 6. THE DRAWINGS INDICATE THE STRUCTURAL ASPECTS OF THE WORK AND REFER TO INTEGRAL INSPECTION REPORTS, AND IF NOT CORRECTED, SHALL BE BROUGHT TO THE ATTENTION OF THE • AND BRIDGING ASPECTS OF THE WORK DESIGNED BY OTHERS, INCLUDING BUT NOT LIMITED TO STRUCTURAL ENGINEER AND THE BUILDING OFFICIAL. 8. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER PLYWOOD BLOCKING 19% _ D.F. No.2 COURSE OF EACH GROUT LIFT. USE SIKA GROUT AID TYPE II OR E-Z MIX ADMIXTURE IN THE Portland, OR 97232 ARCHITECTURAL SYSTEMS & COMPONENTS, AND MECHANICAL, ELECTRICAL, & PLUMBING PRIOR TO PLACEMENT OF REINFORCING AND CONCRETE. NOTIFY THE GEOTECHNICAL BACKING, STRIPPING GROUT TO REDUCE EARLY WATER LOSS AND PRODUCE AN EXPANSIVE ACTION. T(503)-467 4980 SYSTEMS & EQUIPMENT. COORDINATE ALL ASPECTS OF THE WORK AND VERIFY DIMENSIONS. 4. THE SPECIAL INSPECTOR SHALL FURNISH REPORTS FOR EACH INSPECTION AND A FINAL REPORT ENGINEER WHEN EXCAVATIONS ARE READY FOR INSPECTION. AND FURRING 19% CONSTRUCTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, CONTRACTOR, AND OWNER.THE FINAL 9. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE OR MASONRY HAS ATTAINED FULLMECHANICAL ELECTRICAL & 7. THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. BRACE, SHORE, AND REPORT SHALL STATE THAT THE WORK IS IN CONFORMANCE WITH THE APPROVED 2. PANELAPA-THEENGINEERED NG/SHEATHING: E IDENTIFY WOODY WOOD O IA STRUCTURAL MEET WITH THEREQUIREMENTS APPROPRIATE TRADEMARK PLUMBING ENGINEER DESIGN STRENGTH. BRACE BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS SEQUENCE AS NECESSARY TO MAINTAIN STABILITY AND PROTECT THE STRUCTURE DURING CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION UNTIL ATTACHED FLOORS AND SLABS-ON-GRADE ARE COMPLETE AND HAVE ATTAINED FULL VOLUNTARY PRODUCT STANDARD APS-1 OR O2 AND THE REQUIREMENTS COTHE Glumac CONSTRUCTION. RETAIN A REGISTERED, PROPERLY QUALIFIED CIVIL ENGINEER TO DESIGN REPORTS HAVE BEEN CORRECTED. DESIGN STRENGTH. PRODUCT PS 1 OR PS 2 AND APA PRP 108 PERFORMANCE STANDARD 900 SW Fifth Ave.. Suite 1600 NECESSARY TEMPORARY MEASURES. SITE OBSERVATIONS BY THE OWNER'S REPRESENTATIVE A. PANEL SHEATHING SHALL BE EXPOSURE 1. Portland. OR 97204 WILL NOT INCLUDE OBSERVATIONS OF THE ABOVE IDENTIFIED MEASURES. 5. CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL 10. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE THE FOLLOWING 8. INFORMATION RELATING TO EXISTING CONDITIONS INDICATED IN THE DRAWINGS IS BASED INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE MINIMUM COMPACTION IN ACCORDANCE WITH ASTM D1557: B. PLYWOOD PANELS SHALL BE 5-PLY MINIMUM EXCEPT THAT 3/8-INCH-THICK PANELS SHALL BE T(503)-227-5280 THE WORK IS BEING PERFORMED. 3-PLY MINIMUM. ON INFORMATION PROVIDED BY OTHERS; NO GUARANTEE IS GIVEN AS TO THE ACCURACY MAXIMUM DRY DENSITY LOCATIONS FOOD SERVICE CONSULTANT THEREOF. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING 95% TRENCH AND WALL BACKFILL C. PLYWOOD SHALL BE CC GRADE AT LOCATIONS EXPOSED TO WEATHER AND SHALL BE cD GRADE ELSEWHERE. Webb Foodservice Design OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO PROCEEDING WITH RELATED WORK. SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA 95% FILL BENEATH SLAB-ON-GRADE 3700 SE Lafayette Ct. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM WHERE THE WORK IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. 95% FILL BENEATH FOOTINGS D. GRADE AND SPAN RATINGS SHALL BE AS FOLLOWS: Portland, OR 97202 THE OWNER'S REPRESENTATIVE. 90% OTHER PANEL THICKNESS MINIMUM GRADE ROOF/FLOOR RATING 9. REFER TO DRAWINGS BY OTHERS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, 6. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH A POST-INSTALLED T(503)-236-8566 ANCHOR'S ICC EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: 3/8" CD/CC 24/0 MECHANICAL, ELECTRICAL, AND PLUMBING DISCIPLINES, FOR SIZE, QUANTITY, AND LOCATION 7/16" CD/CC 24/16 ACOUSTIC & AV CONSULTANT OF FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS NOT SHOWN ON THE STRUCTURAL A. FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ADHESIVE 15/32' CD/CC 32/16 DRAWINGS. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING, AND EDGE DISTANCE. VIII, REINFORCING STEEL 19/32"AND 5/8" CD/CC 40/20 The Greenbusch Group OWNER'S REPRESENTATIVE FOR REVIEW. B. FOR EACH ANCHOR TYPE AND SIZE, THE SPECIAL INSPECTOR SHALL PERFORM 3/4" CD/CC 48/24 1900 W Nickerson St., Suite 201 10. THE REFERENCE DATUM FOR ELEVATIONS IS MAIN LEVEL, ELEVATION = 194.00'. CONTINUOUS INSPECTION ON A MINIMUM OF THE FIRST TEN (10) ANCHORS INSTALLED BY 1. REINFORCING SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: 7/8"AND 1" CD/CC 54/32 Seattle. WA 98119 11. REPORT APPARENT DISCREPANCIES AND/OR CONFLICTS IN THE CONTRACT DOCUMENTS TO EACH INSTALLER FOR CONFORMANCE WITH THE ICC EVALUATION REPORT. PROVIDED LOCATION TYPE 1 1/8" CD/CC 60/48 T 206 378-05fi9 THE OWNER'S REPRESENTATIVE. OBTAIN CLARIFICATION FROM THE OWNER'S THAT ALL OF THE FIRST TEN (10) ANCHORS ARE INSTALLED CORRECTLY IN ACCORDANCE E. INSTALL IN ACCORDANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS REINFORCING STEEL, U.O.N. ASTM A615, GRADE 60COST CONSULTANT WITH THE MANUFACTURER'S INSTRUCTIONS AND THE ICC EVALUATION REPORT, THE AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. REPRESENTATIVE PRIOR TO PROCEEDING WITH THE RELATED WORK. REINFORCING STEEL TO BE WELDED ASTMA706, GRADE 60 SPECIAL INSPECTOR SHALL PERFORM PERIODIC INSPECTION ON A MINIMUM OF TEN E. INSTALL ROOF SHEATHING AND SUB-FLOORING SHEATHING WITH FACE GRAIN PERPENDICULAR TO Construction Focus PERCENT (10%) OF THE NEXT ONE-THOUSAND (1000) ANCHORS BY EACH INSTALLER AND WELDED STEEL WIRE FABRIC ASTM A1064, GRADE 70 SUPPORTS UNLESS OTHERWISE INDICATED. 740 Almaden St. II. DESIGN CRITERIA A MINIMUM OF FIVE PERCENT (5%) OF THE REMAINING ANCHORS BY EACH INSTALLER. 2. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT FROM DISPLACEMENT DUE G. ROOF SHEATHING EDGES SHALL BE BLOCKED, TONGUE-AND-GROOVE, OR SUPPORTED BY PLY CLIPS. Eugene, OR 97402 INSPECTIONS SHALL OCCUR A MINIMUM OFONCE PER WEEK AT A RANDOM TIME WHILE TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUB-FLOORING SHEATHING SHALL BE UNBLOCKED UNLESS OTHERWISE INDICATED. T 541-686-2031 l. APPLICABLE CODE: 2014 OSSC ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT SUPPORT REINFORCING WITH METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS, AND HANGERS H. INSTALL SHEAR WALL SHEATHING HORIZONTALLY OR VERTICALLY. INSTALL 2x OR 3x 2. FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING CRITERIA: ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER OF AT 3 FEET ON CENTER MAXIMUM SPACING. BLOCKING/FRAMING AT PANEL EDGES AS NOTED IN THE DRAWINGS. S H E E T INDEX o(12•••' R4 RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR 3. ACCEPTABLE MECHANICAL COUPLERS: 3. ROUGH HARDWARE: S� PROp p ` SPREAD AND STRIP FOOTINGS: RE-INSTALLATION. LENTON THREADED OR INTERLOCK COUPLERS BY ERICO, IAPMO ER 0129 f A. NAILS SHALL BE COMMON WIRE NAILS MEETING FEDERAL SPECIFICATION FF-N-105B. 50.01 GENERAL STRUCTURAL NOTES ALLOWABLE NET SOIL PRESSURE FOR DL + LL = 3000* PSF ri, ' �f)1,- 4,. ! C. INSPECTION REPORTS SHALL IDENTIFY THE NAMES OF INSTALLERS. • XTENDER BY HEADED REINFORCEMENT CORPORATION, ESR 2764 PROVIDE STANDARD LENGTHS UNLESS OTHERWISE NOTED. NAILS SHALL BE HOT DIPPED ALLOWABLE NET SOIL PRESSURE FOR DL + LL + EQ = 4000* PSF 50.02 GENERAL STRUCTURAL NOTES (CONT.)COEFFICIENT OF FRICTION -0.35 D. THE SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR LENTON FORM SAVERS BY ERICO ARE ACCEPTABLE COUPLERS FOR BEAM AND SLAB BARS GALVANIZED IN THE FOLLOWING LOCATIONS: 50.03 SYMBOLS & ABBREVIATIONS IPASSIM RESISTANCE- 250 PCF AT FORMED CONSTRUCTION JOINTS. EXTERIOR INSTALLATIONS INSTALLATION STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. S0.04 SPECIAL INSPECTION REQUIREMENTS 4. WELD REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING QUALIFIED WELDERS. • IN CONTACT WITH PRESSURE/ PRESERVATIVE TREATED LUMBER *ALLOWABLE SOIL BEARING PRESSURES ARE FOR SPREAD AND STRIP FOOTINGS HAVING A • IN CONTACT WITH FIRE-RETARDANT-TREATED LUMBER 50.05 SPECIAL INSPECTIONS REQUIREMENTS (CONT.) ("...0, ARCH q 1°° MINIMUM WIDTH OF 24 INCHES AND 18 INCHES RESPECTIVELY. 5. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE INDICATED. B. BOLTS AND THREADED RODS SHALL BE ASTM A307, SQUARE OR HEXAGONAL HEAD s�H 'a , IV. STRUCTURAL OBSERVATIONS 6. PROVIDE REINFORCING INDICATED AS CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE. MACHINE BOLTS WITH ASTM A563 NUTS. PROVIDE MALLEABLE IRON WASHERS UNDER 51.10 COMPOSITE FOUNDATION PLAN LOWER LEVELkiii2018.08.20 3. GRAVITY LOADS: HEAD AND NUT WHERE IN CONTACT WITH WOOD. PROVIDE 2 INCH x 2 INCH x 3/16 S1.11 COMPOSITE FOUNDATION PLAN MAIN LEVEL ' • RES:06/30/2020 1. THE STRUCTURAL ENGINEER OF RECORD WILL PERFORM STRUCTURAL OBSERVATIONS THAT INCH MINIMUM PLATE WASHERS AT SILL PLATES. 51.13 COMPOSITE UPPER AUX LEVEL FLOOR FRAMING PLAN DEAD LOADS: CONFORM TO CHAPTER 17 OF THE 2014 OSSC. C. LAG SCREWS SHALL BE ASTM A307, ANSI/ASME STANDARD B18.2.1. PROVIDE ANSI S1.14 COMPOSITE UPPER LEVEL FLOOR & ROOF FRAMING PLAN VARY BASED ON ACTUAL BUILDING AND EQUIPMENT OPERATING WEIGHTS 2. THE STRUCTURAL ENGINEER WILL OBSERVE THE INDICATED WORK FOR GENERAL IX. FORMWORK B18.22.1 WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD. S1.15 COMPOSITE UPPER ROOF FRAMING PLAN LIVE LOADS: CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES WILL BE D. SCREWS SHALL BE ASTM A307, ANSI/ASME STANDARD B18.6.1. USE CADMIUM-PLATED 20 PSF ROOF (NON-REDUCIBLE) BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE 1. PROVIDE POUR POCKETS IN FORMS AND UNDER EXISTING STRUCTURAL MEMBERS AS PAN OR ROUND HEADED SCREWS AT STEEL-TO-WOOD AND WOOD-TO-WOOD 40 PSF CLASSROOMS (REDUCIBLE) OBSERVATION REPORTS. NECESSARY TO PREVENT AIR POCKETS AND/OR"HONEYCOMB" UNDER AND/OR AROUND 52.1 1 MAIN LEVEL FOUNDATION PLAN AREA NI CONNECTIONS. 80 PSF CORRIDORS, U.O.N. THE EXISTING MEMBERS. CONCRETE CAST WITH AIR POCKETS AND/OR "HONEYCOMB" 52.11-S MAIN LEVEL SLAB PLAN -AREA N1 100 PSF STAIRS, CORRIDORS ON MAIN LEVEL, AND ASSEMBLY AREAS 3. THE STRUCTURAL ENGINEER WILL FURNISH OBSERVATION REPORTS TO THE BUILDING OFFICIAL, UNDER AND/OR AROUND THE MEMBERS IS NOT ACCEPTABLE. E. MISCELLANEOUS STEEL SHALL BE ASTM A36. 32.12 MAIN LEVEL FOUNDATION PLAN -AREA N2 SNOW LOADS: CONTRACTOR, AND OWNER, AND WILL FURNISH A FINAL OBSERVATION REPORT INDICATING THE F. BOLTS, NUTS, WASHERS, STRAPS AND OTHER HARDWARE EXPOSED TO THE WEATHER S2.12-S MAIN LEVEL SLAB PLAN - AREA N2 Pg = 10 PSF GROUND SNOW LOAD REQUIRED SITE OBSERVATIONS WERE MADE AND, TO THE BEST OF THE STRUCTURAL ENGINEER'S 2. REMOVE FORMS AND SHORES IN ACCORDANCE WITH THE FOLLOWING: SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TYPE 304. 52.21 UPPER LEVEL FLOOR & ROOF FRAMING PLAN AREA NI Pf= 27 PSF MINIMUM FLAT-ROOF SNOW LOAD KNOWLEDGE,THE WORK IS IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. LOCATION REMOVE FORMS AND SHORES NO SOONER THAN: Ce = 1.0 SNOW EXPOSURE FACTOR $2.21-5 UPPER LEVEL SLAB PLAN -NORTH -AREA NI 4. NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS IN ADVANCE COLUMNS AND WALLS 72 HOURS G. FRAMING CLIPS, SHEET METAL STRAPS, AND OTHER CONNECTORS SHALL BE SIMPSON S2.22 UPPER LEVEL FLOOR & ROOF FRAMING PLAN-AREA N2 I = 1.1 SNOW LOAD IMPORTANCE FACTOR AND PROVIDE ACCESS FOR THE FOLLOWING STRUCTURAL OBSERVATIONS: STRONG-TIE, UNIVERSAL, OR SILVER, WITH ICBG REPORTS. DESIGNATIONS ON THE Ct = 1.1 THERMAL FACTOR FOOTINGS, PILE CAPS, 52.22-S UPPER LEVEL SLAB PLAN NORTH AREA N2 AND GRADE BEAMS 48 HOURS DRAWINGS ARE BASED ON SIMPSON STRONG-TIE CATALOG NUMBERS. A. FOUNDATIONS S2.31 UPPER ROOF FRAMING PLAN -AREA NI 4. SEISMIC DESIGN: • REINFORCEMENT 4. NAILING: S2.32 UPPER ROOF FRAMING PLAN-AREA N2 3. PROVIDE CONCRETE FORMS, ACCESSORIES, SHORING, AND BRACING AS NECESSARY TO IMPORTANCE FACTOR I = 1.25, RISK CATEGORY Ill B. STEEL FRAMING ACCOMPLISH CAST-IN-PLACE CONCRETE WORK. A. DRIVE NAILS PERPENDICULAR TO THE GRAIN, UNLESS OTHERWISE NOTED. 32.41 LOWER LEVEL FOUNDATION PLAN AREA Si SEISMIC DESIGN CATEGORY: D. SITE CLASS: D B. PREDRILL HOLES TO 3/4 OF NAIL DIAMETER WHERE SPECIFIED AND WHERE WOOD TENDS 52.41-5 LOWER LEVEL SLAB PLAN - AREA Sl • GENERAL 4. PROVIDE CURING WHERE FORMS ARE REMOVED LESS THAN 7 DAYS AFTER CONCRETE TO SPLIT. SPECTRAL RESPONSE ACCELERATIONS: SS =0.969; Sl = 0.42g • BRACED FRAMES PLACEMENT, INCLUDING BUT NOT LIMITED TO GRADE BEAMS, WALLS, AND COLUMNS. S2.42 LOWER LEVEL FOUNDATION PLAN AREA S2 SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.71g; SDI =0.44g • METAL DECKING AND SHEAR CONNECTORS C. AIR-DRIVEN NAILS SHALL BE FULL-HEADED NAILS. 52.42-5 LOWER LEVEL SLAB PLAN - AREA S2 SEISMIC FORCE-RESISTING SYSTEM: • EXTERIOR COLD-FORMED STEEL FRAMING D. DO NOT OVERDRIVE NAILS. 52.51 MAIN LEVEL FDN. & UPPER AUX FLOOR FRAMING PLAN-AREA Sl BUCKLING RESTRAINED BRACED FRAMES E. PANEL SHEATHING: STEEL SPECIAL MOMENT FRAME (GRID SQ BETWEEN GRIDS S7.1 AND S8 ONLY) C. CONCRETE X. CAST-IN-PLACE CONCRETE 52.51 S MAIN LEVEL SLAB PLAN AREA 51 STEEL SPECIAL TRUSS MOMENT FRAME (GRID SA BETWEEN GRIDS C3 AND C4 ONLY) • SLABS AND SLABS-ON-GRADE • NAILS AT FLOOR AND ROOF SHEATHING SHALL BE RING SHANK. NAILS AT WALLS SHALL 52.52 UPPER AUX LEVEL FRAMING PLAN LEVEL- AREA S2 RESPONSE MODIFICATION FACTOR R = 8 BE SMOOTH SHANK. RETAINING WALLS 5252-S UPPER LEVEL SLAB PLAN- AREA S2 I I. CONCRETE IS REINFORCED AND CAST IN PLACE UNLESS OTHERWISE NOTED. WHERE • USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION SEISMIC RESPONSE COEFFICIENT Cs =0.09 D. WOOD FRAMING REINFORCING IS NOT SPECIFICALLY INDICATED, OR WHERE DETAILS ARE NOT GIVEN, 52.53 ROOF FRAMING PLAN -AREA Si DESIGN BASE SHEAR V = Cs*W =0.09 W PROVIDE REINFORCING SIMILAR TO THAT INDICATED FOR SIMILAR CONDITIONS, SUBJECT FOR EACH PROJECTHAND APPROVAL MORE THANY THE OWNER'SOULDREPRESENTATIVE.FOR NAIL HEADS S2.54 ROOF FRAMING PLAN -AREA S2 • GENERAL THAT PENETRATE THE OUTER PLY WOULD BE NORMAL FOR A HAND EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE TO REVIEW BY THE OWNER'S REPRESENTATIVE. HAMMER OR IF THE MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE 52.71 MAIN LEVEL FOUNDATION PLAN -AREA El MAXIMUM ANTICIPATED INELASTIC STORY DRIFT: AT CLRM LEVEL 2/NORTH LOW ROOF: 2" 2. ROUGHEN SURFACES OF CONSTRUCTION JOINTS TO 1/4 INCH AMPLITUDE AND CLEAN OF INSTALLATION IS CONSIDERED TO BE UNSATISFACTORY. MACHINE NAILING IS S2.71-S MAIN LEVEL SLAB PLAN AREA El V. SUBMITTALS LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS PROHIBITED AT SHEATHING PANELS 5/16 INCH THICK OR LESS. S2.72 ROOF FRAMING PLAN - AREA El A AT COMMONS/CLRM HIGH ROOF: 2 1/2" AT SOUTH LEVEL 2/LOW ROOF: 2 1/2" 1 . SUBMIT SHOP DRAWINGS TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION SHOWN ON THE DRAWINGS. SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT • ADHERE (GLUE) FLOOR SHEATHING AT ALL POINTS OF CONTACT INCLUDING THE SHOWN TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO TONGUE-AND-GROOVE JOINT WHERE T&G PANELS ARE USED. ADHESIVES SHALL MEET 4 REVISION 8/21/18 AT SOUTH HIGH ROOF: 2" REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: 53.01 BRBF ELEVATIONS PROCEEDING WITH THE RELATED WORK. APA SPECIFICATIONS AFG-01 OR ASTM D3498. S3.02 BRBF ELEVATIONS 3 REVISION 8/08/18 5. WIND DESIGN: • CONCRETE MIX DESIGNS F. PROVIDE MINIMUM NAILING IN ACCORDANCE WITH TABLE 2304.9.1 OF THE OSSC, UNLESS 2 PLAN CHECK 8/21/18 • CONCRETE REINFORCEMENT 3. WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES OTHERWISE NOTED. 53.11 EXTERIOR ELEVATIONS TO 1/4 INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE 1 BP2 ADD#2 4118118 WIND EXPOSURE C • EMBEDDED STEEL ITEMS S3.12 EXTERIOR ELEVATIONS - V = 130 MPH ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) FOR RISK PARTICLES. 5. BOLT AND SCREW INSTALLATION: 53.13 EXTERIOR ELEVATIONS STRUCTURAL STEEL CATEGORY III • STEEL DECK 4. WHERE CONCRETE IS CAST AGAINST EXISTING MASONRY, THOROUGHLY ROUGHEN CONTACT A. DRILL BOLT HOLES A MAXIMUM OF 1/16 INCH LARGER IN DIAMETER THAN THE BOLT 53.14 EXTERIOR ELEVATIONS / ' REVISIONS DATE GCpi= 0.18 INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING • COLD-FORMED STEEL FRAMING SURFACES BY LIGHT SANDBLASTING OR OTHER SUITABLE MEANS AND CLEAN OF LAITANCE, NOMINAL DIAMETER. 53.15 EXTERIOR ELEVATIONS EXTERIOR COMPONENT AND CLADDING MATERIALS SHALL BE DESIGNED 2. SHOP DRAWINGS THAT DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS FOREIGN MATTER, AND LOOSE PARTICLES. B. DRILL PRE-BORED LEAD HOLES FOR WOOD SCREWS AS FOLLOWS: S3.21 FRAMING ELEVATIONS FOR THE FOLLOWING WIND PRESSURES: SHALL BEAR THE SEAL AND SIGNATURE OFA STRUCTURAL ENGINEER REGISTERED IN THE STATE 5. REFER TO DRAWINGS BY OTHERS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL AND 1. DRILL THE LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE 53.22 FRAMING ELEVATIONS OF OREGON; SUCH CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE MECHANICAL DISCIPLINES, FOR LOCATIONS OF CONCRETE CURBS AND HOUSEKEEPING UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT HAVING A DIAMETER 7/8 COMPONENT INWARD PRESSURE OUTWARD PRESSURE LOCATION ARCHITECT AND ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. PADS NOT SHOWN IN THE STRUCTURAL DRAWINGS. THE DIAMETER OF THE WOOD SCREW. 34.01 PARTIAL PLANS WALLS 43 PSF -47 PSF AWAY FROM CORNERS 6. CONCRETE CLEAR COVER TO REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS 2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE SCREW WITH A DRILL BIT HAVING A DIAMETER 7/8 THE SCREW DIAMETER AT THE ROOT OF THE THREAD. 43 PSF -57 PSF WITHIN 13FT OF A CORNER OTHERWISE NOTED: 35.01 CONCRETE DETAILS VI. DEFERRED STRUCTURAL SUBMITTALS LOCATION CLEAR COVER 3. INSERT THE SCREW INTO THE LEAD HOLE BY TURNING. DO NOT DRIVE SCREWS WITH A S5.02 CONCRETE DETAILS ROOFS 25 PSF -39 PSF AWAY FROM EDGES HAMMER. 25 PSF 68 PSF WITHIN 13FT OF AN EDGE 1. STRUCTURAL SYSTEMS IDENTIFIED IN THE CONTRACT DOCUMENTS AS DESIGN BUILD CONCRETE PLACED AGAINST EARTH 3 INCHES 4. LUBRICATE SCREWS WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION. 35.03 CONCRETE DETAILS COMPONENTS ARE DEFERRED SUBMITTAL COMPONENTS THAT ARE TOPERMITTEDFORMEDSURFACES EXPOSED TO C. DRILL PRE-BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS: 55.04 CONCRETE DETAILS BE 25 PSF -101 PSF WITHIN 13FT OF TWO EDGES 55.06 CONCRETE DETAILS SEPARATELY FROM THE BASE BUILDING APPLICATION(S). SUBMIT DOCUMENTS FOR ALL SUCH WEATHER OR IN CONTACT WITH EARTH: 1. DRILL THE LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE PARAPETS 40 PSF -74 PSF AWAY FROM CORNERS COMPONENTS TO THE BUILDING OFFICIAL FOR APPROVAL: SUBMITTED DOCUMENTS SHALL • #6 BARS AND LARGER 2 INCHES UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT HAVING THE SAME S5.07 CONCRETE DETAILS 40 PSF 74 PSF WITHIN 13FT OF A CORNER BE SEALED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF OREGON. DEFERRED • #5 BARS AND SMALLER 1 1/2 INCHES DIAMETER AS THE LAG SCREW. 55.51 MASONRY DETAILS SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE BEEN 2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG SCREW WITH A DRILL APPROVED BY THE BUILDING OFFICIAL. WALL OR SLAB SURFACES NOT EXPOSED BIT HAVING A DIAMETER 60 PERCENT OF THE NOMINAL LAG SCREW DIAMETER. S6.01 STEEL DETAILS POSITIVE VALUES INDICATE PRESSURE ACTING TOWARD THE BUILDING FACE, TO WEATHER OR EARTH: 3. INSERT THE LAG SCREW INTO THE LEAD HOLE BY TURNING. DO NOT DRIVE LAG SCREWS NEGATIVE VALUES INDICATE PRESSURE ACTING AWAY FROM THE BUILDING FACE 2. DEFERRED SUBMITTAL COMPONENTS SHALL CONFORM TO THE BUILDING CODE AND TO THE S6.02 STEEL DETAILS • DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED #5 AND SMALLER 3/4 INCH WITH A HAMMER. (SUCTION). PRESSURES AREBASED ON AN EFFECTIVE AREA AND SHOULD TO THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. NECESSARY CONNECTIONS NOT • #6 AND #7 1 INCH 4. LUBRICATE LAG SCREWS WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION. 56.03 STEEL DETAILS TIGARD TUALATIN SD BE ADJUSTED FOR DIFFERENT EFFECTIVE AREAS IN ACCORDANCE WITH ASCE 7 10. 56.05 STEEL DETAILS SPECIFICALLY SHOWN IN THE DRAWINGS SHALL BE DESIGNED BY THE DEFERRED SUBMITTAL • #8, #9, #10 AND #11 1 1/2 INCHES 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ENDS AND OVER SUPPORTS. PROVIDE 2 S6.06 STEEL DETAILS TIGARD OUT-OF-PLANE CLADDING DEFLECTION LIMITATION: COMPONENT DESIGNER. • #14 AND #18 2 1/2 INCHES INCH BY 3 INCH CROSS BRIDGING, METAL BRIDGING, OR SOLID BLOCKING BETWEEN JOISTS S6.07 STEEL DETAILS L/240 FOR 0.42W 3. PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL, SUBMIT DOCUMENTATION FOR DEFERRED IN SPANS EQUALLY SPACED 8 FEET ON CENTER MAXIMUM AND WHERE INDICATED. L/360 FOR 0.6W AT CMU VENEER 7. CONCRETE TYPES: S6.08 STEEL DETAILS 1-1 I G H SUBMITTAL COMPONENTS TO THE OWNER'S REPRESENTATIVE FOR REVIEW FOR GENERAL 7. DO NOT USE WOOD SHINGLE SHIMS UNDER STUDS, JOISTS, BEAMS, OR POSTS. S6.09 STEEL DETAILS WHERE 'W' IS ULTIMATE WIND PRESSURE CONFORMANCE WITH THE OVERALL DESIGN OF THE BUILDING. SUBMITTALS TO THE 28-DAY STRENGTH TYPE LOCATION OWNER'S REPRESENTATIVE SHALL BE SEALED AND SIGNED BY AN ENGINEER LICENSED IN THE 3000 PSI NORMAL WEIGHT S , AND S6.10 STEEL DETAILS I STATE OF OREGON AND SHALL INCLUDE THE FOLLOWING: HOUSE S6.1 1 STEEL DETAILS S C H OO-KEEPING PADS 3 L DRAWINGS INDICATING THE MAGNITUDE, DIRECTION, AND LOCATION OF ALL LOADS 4000 PSI NORMAL WEIGHT ALL USES, U.O.N. XII. UNIT MASONRY 36.13 STEEL DETAILS IMPOSED TO THE PRIMARY STRUCTURE, AND FACTORS OR COMBINATIONS THAT APPLY 3500 MIN./4500 MAX. PSI NORMAL WEIGHT SLABS TO REMAIN EXPOSED ** 56.13 STEEL DETAILS DESIGN CALCULATIONS DEMONSTRATING CONFORMANCE TO THE APPLICABLE CODE 1. MINIMUM COMPRESSIVE STRENGTH OF MASONRY, F'M, SHALL BE 2500 PSI AT 28 DAYS AS 56.14 STEEL DETAILS REQUIREMENTS AND DESIGN CRITERIA, AND CLEARLY INDICATING A COMPLETE LOAD MAXIMUM WATER-CEMENT RATIO VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO OSSC SECTION 2105. PRE- 56.15 STEEL DETAILS PATH FOR VERTICAL AND LATERAL LOADS TO THE PRIMARY STRUCTURE. CONSTRUCTION PRISM TESTING MAY BE EMPLOYED SHOULD VERIFICATION OF REQUIRED 56.16 STEEL DETAILS 9000 SW DURHAM RD. r -1 COMPRESSIVE WATER-CEMENT RATIO, BY WEIGHT MINIMUM UNIT STRENGTHS OF CONSTITUENT MATERIALS BE UNAVAILABLE. S6.51 METAL DECK DETAILS 4. STRUCTURAL DEFERRED SUBMITTAL COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE STRENGTH TIGARD,OR.97224 FOLLOWING: NON-AIR ENTRAINED AIR ENTRAINED S6.52 METAL DECK DETAILS AT 28 DAYS, PSI 2. MASONRY UNITS SHALL BE ASTM C90, GRADE N,TYPE 1, MEDIUM WEIGHT, HOLLOW, LOAD rCONCRETE CONCRETE BEARING UNITS WITH MINIMUM COMPRESSIVE STRENGTH OF 3750 PSI.THIS MINIMUM S6.53 METAL DECK DETAIL JOB NO: 16992.00 ZO I • BUCKLING RESTRAINED BRACES 4000 0.57" 0.48 MASONRY UNIT COMPRESSIVE STRENGTH MAY BE ELIMINATED PROVIDED F'M IS ACHIEVED ISSUE DATE: June 19, 2018 O • FALL PROTECTION DEVICES AND ANCHORAGE 3000 0.68 0.59 AND VERIFIED VIA PRE-CONSTRUCTION PRISM TESTING. 57.01 METAL STUD DETAILS • SPECIALITY CEILINGS AND INTERIOR PARTITIONS WITH LARGE OPENINGS Z I • ANCHORAGE AND SEISMIC BRACING OF EQUIPMENT AND DISTRIBUTION SYSTEMS � ** REFER TO SPECIFICATION 03 30 00 FOR SPECIAL MIX DESIGN 3. MORTAR SHALL BE ASTM C270, TYPE S. 57.02 METAL STUD DETAILS Jurisdiction Stamp Area SKYLIGHTS PROVISIONS FOR SLABS TO REMAIN EXPOSED. e 57.03 METAL STUD DETAILS O 4. GROUT SHALL BE ASTM C476 WITH MINIMUM COMPRESSIVE STRENGTH O` 2500 PSI. • WINDOW WALL AND ALL OTHER GLAZING SYSTEMS S7.04 METAL STUD DETAILS 8. CONTINUOUSLY MOIST CURE CONCRETE SLABS-ON-GRADE FOR 7 DAYS MINIMUM; ul ) • ELEVATORS 5. REINFORCING SHALL CONFORM TO OSSC SECTION 2103.14. DEFORMED BARS SHALL BE 57.05 METAL STUD DETAILS ACCEPTABLE MEANS INCLUDE WATER FOG SPRAYS, PONDING, SATURATED ABSORPTIVE Q I I COVERS, AND MOISTURE RETAINING COVERS. CURING COMPOUNDS ARE NOT ACCEPTABLE. • STAIRS, LADDERS, LANDINGS AND HANDRAIL/GUARDRAILS NOT DETAILED IN THE S7.52 WOOD DETAILS Q STRUCTURAL DRAWINGS I 9. CONCRETE FILL THICKNESSES SHOWN ON THE FRAMING PLANS ARE MINIMUM THICKNESSES. 6. PROVIDE BOND BEAMS WITH TWO HORIZONTAL #5 BARS AT THE TOP OF WALLS AND ABOVE 0 AND BELOW OPENINGS. AT BOND BEAMS ABOVE AND BELOW OPENINGS, EXTEND S7.56 WOOD DETAILS •Lc' STEEL OPEN WEB JOISTS PROVIDE ADDITIONAL CONCRETE FILL AS NECESSARY TO COMPENSATE FOR FRAME, DECK, I • SOLAR PHOTOVOLTAIC ARRAYS AND THEIR CONNECTIONS I AND FORMWORK DEFLECTIONS TO ACHIEVE SPECIFIED SURFACE FLATNESS AND LEVELNESS HORIZONTAL BARS 2 FEET BEYOND THE OPENING AT EACH END. PROVIDE ONE BAR S7.57 WOOD DETAILS } REQUIREMENTS. MATCHING VERTICAL REINFORCING FOR THE FULL HEIGHT OF WALLS AT THE FOLLOWING WOOD I-JOISTS LOCATIONS: EACH JAMB OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO • PREFABRICATED CANOPIES/SUNSHADES 10. NON SHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVI STRENGTH OF 7000 PSI. 58.01 BRBF DETAILS L J MASONRY WALLS SHALL BE EMBEDDED 18 INCHES MINIMUM, OR BE HOOKED, INTO THE A. ACCEPTABLE PRODUCTS FOR GENERAL USE: SUPPORTING STRUCTURE AND SHALL MATCH SIZE AND SPACING OF WALL REINFORCING. S8.02 BRBF AND MOMENT FRAME DETAILS 5. COORDINATE SEISMIC RESTRAINT OF MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS • EUCLID CHEMICAL COMPANY "EUCO NS" PROVIDE CORNER BARS TO MATCH HORIZONTAL WALL REINFORCING AT WALL 58.03 STEEL TRUSS MOMENT FRAME DETAILS TO THE STRUCTURE SHALL CONFORM TO OSSC SECTION 1613. • L&M "CRYSTEX" INTERSECTIONS. S8.04 STEEL TRUSS MOMENT FRAME DETAILS GENERAL 6. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD • MASTER BUILDERS"MASTERFLOW 713" 7. CENTER VERTICAL REINFORCING IN WALL UNLESS OTHERWISE L2 TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL • FIVE STAR GROUT 8. LAY UNITS IN RUNNING BOND AND MAINTAIN VERTICAL CONTINUITY OF CORES OR CELL I- STRUCTU RAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE CAVITIES. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS. rLLI B. ACCEPTABLE PRODUCTS FOR HIGH FLUIDITY OR INCREASED PLACING TIME: vJ NOTES o ARCHITECT PRIOR TO CONSTRUCTION. • EUCLID CHEMICAL COMPANY "EUCO HE FLOW GROUT" 9. FILL CELLS AND SPACES CONTAINING REINFORCING WITH GROUT; FILL ALL CELLS SOLIDLY WITH GROUT ONLY WHERE INDICATED. CLEAN CELLS AND BOND BEAMS TO BE GROUTED I- 6-) • MASTER BUILDERS "MASTERFLOW 928" OF MORTAR PROTRUSIONS AND DEBRIS BEFORE PLACING GROUT. co o 2 N Ct S0 . 01 N W GENERAL STRUCTURAL NOTES (CONT. bassett? XII. PREFABRICATED WOOD PRODUCTS XIII. STRUCTURAL STEEL XVI. OPEN WEB STEEL JOISTS XX. STAIRS, RAILINGS, AND MISCELLANEOUS METALS architects 1. GLUED-LAMINATED MEMBERS: 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED: 1. DESIGN, FABRICATE, AND INSTALL JOISTS AND JOIST GIRDERS IN CONFORMANCE WITH THE 1. STAIRS, INCLUDING LANDINGS AND RAILING SYSTEMS, NOT DETAILED IN THE STRUCTURAL A. SHALL BE FABRICATED IN ACCORDANCE WITH ANSI A19D.1, AMERICAN NATIONAL GOVERNING CODE AND THE LATEST VERSION OF STEEL JOISTS: K-SERIES, LH-SERIES, DLH-SERIES, DRAWINGS ARE DESIGN-BUILD COMPONENTS AND SHALL BE DESIGNED BY THE SECTIONS TYPE AND JOIST GIRDERS, PUBLISHED BY THE STEEL JOIST INSTITUTE (SJI). CONTRACTOR OR STAIR SUPPLIER. THE DESIGN SHALL INCLUDE SECONDARY FRAMING AND STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER, OR OTHER CODE-APPROVED CONNECTIONS TO THE PRIMARY STRUCTURE. 721 NW 9TH Ave, Suite 350 DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. ROLLED SHAPES 2. ALL JOISTS ARE 'SPECIAL' AS DEFINED BY THE SJI CODE OF STANDARD PRACTICE. DESIGN Portland, Oregon 97209 WIDE FLANGES ASTM A992 JOISTS FOR ALL LOADS LISTED IN THE CONSTRUCTION DOCUMENTS. LISTED LOADS ARE 2. DESIGN AND PROVIDE MISCELLANEOUS METALS INDICATED IN THE ARCHITECTURAL B. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK OR BE CHANNELS, ANGLES, & OTHER SHAPES ASTM A36 UNFACTORED. COMBINE LOADS IN ACCORDANCE WITH THE GOVERNING CODE. SEE 1/50.02 DRAWINGS AND THAT ARE DETERMINED TO BE NECESSARY TO SUPPORT ARCHITECTURAL T (206) 340 9500 F (206) 340 9519 ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. PLATES FOR TYPICAL LOADING DIAGRAM. FINISHES OF OTHER BUILDING SYSTEMS. C. ONE COAT OF END SEALER SHALL BE APPLIED TO CUT EDGES/ENDS IMMEDIATELY AFTER COLUMN BASE PLATES ASTM A36, U.O.N 3. THE JOIST MANUFACTURER SHALL DESIGN FRAMING AND SUBMIT DRAWINGS AND 3. REFER TO THE SECTION 'DEFERRED STRUCTURAL SUBMITTALS' FOR REQUIREMENTS FOR STAIR, TRIMMING (IN SHOP OR IN FIELD). BEAM SHEAR CONNECTION PLATES ASTM A36 CALCULATIONS STAMPED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF LANDINGS, RAILINGS AND MISCELLANEOUS METALS SYSTEMS THAT ARE DESIGN-BUILD D. BEAMS SHALL BE WESTERN SPECIES FRAMING WITH APPEARANCE CLASSIFICATIONS AS BEAMS & COLUMN CONTINUITY PLATES ASTM A572, GR 50 OREGON TO THE OWNER'S REPRESENTATIVE AND BUILDING OFFICIAL FOR REVIEW AND CIVIL ENGINEER & LANDSCAPE BEAMS & COLUMN STIFFENER PLATES ASTM A572, GR 50 COMPONENTS. IN ADDITION, THE FOLLOWING SHALL APPLY TO ALL STAIRS, RAILINGS AND FOLLOWS: APPROVAL. MISCELLANEOUS METALS SYSTEMS: Cardno DECK CLOSURE PLATES ASTM A36 LOCATION APPEARANCE CLASSIFICATION TRUSS MOMENT FRAME ASTM A36 4. MAXIMUM DESIGN DEFLECTIONS SHALL BE LESS THAN: • FRAMING AND CONNECTIONS DESIGNED BY OTHERS SHALL NOT APPLY MOMENTS TO 6720 SW Macadam Ave Suite 200, CONCEALED INDUSTRIAL Portland, OR 97219 OTHER ASTM A572, GR 50 ROOF JOISTS AT MID-SPAN SLAB EDGES OR LATERAL LOADS TO STEEL BEAMS, NOR SHALL THEY INTRODUCE A. L/240 FOR DEAD PLUS SNOW MINUS CAMBER TORSIONAL LOADING INTO STEEL BEAMS OR COLUMNS. DESIGN AND PROVIDE T(503)-419-2500 STEEL PIPE ASTM A53 GRADE B E. BEAM STRENGTH PROPERTIES: COLD FORMED B. L/360 FOR SNOW OR WIND LOAD ONLY BRACING, REINFORCING, TIES, AND OTHER ELEMENTS NECESSARY TO RESIST LATERAL HOLLOW STRUCTURAL SECTION (HSS) ASTM A500 GRADE B 'L' =SPAN LENGTH LOADS AND LOAD ECCENTRICITIES. STRUCTURAL ENGINEER FLEXURAL MODULUS HORIZONTAL STAINLESS STEEL SHAPES, PLATES AND BARS ASTM A276 COMBINATION SYMBOL USE STRESS, F OF ELASTICITY SHEAR STRESS, F ROOF JOIST TOP CHORD EXTENSIONS • VERIFY THE INTEGRITY OF THE CONNECTIONS TO THE PRIMARY STRUCTURE INCLUDING Catena Engineers (SPECIES) e ` BOLTS ASTM A325N A. 2L/240 TOTAL LOAD LOCALIZED STRESSES IN THE PRIMARY STRUCTURE RESULTING FROM THE FORCES 1500 NE Irving St., Suite 412 (PSI) (PSI) (PSI) MACHINE BOLTS ASTM A307 B. 2L/360 FOR SNOW OR WIND LOAD ONLY TRANSFERRED THROUGH THE CONNECTIONS. Portland, OR 97232 24F-V4 (DF/DF) SIMPLE 2,400 1,800,000 240 ANCHOR BOLTS & RODS ASTM F1554 GRADE 55 'L' =TOP CHORD EXTENSION LENGTH T(503)-467-4980 THREADED AND HANGER ROD ASTM A572, GR50 CONTINUOUS 5. DESIGN STEEL ROOF JOISTS AND BOTTOM CHORD BRACING FOR THE WIND UPLIFT LOADS MECHANICAL ELECTRICAL & 24F-V8 (DF/DF) OR 2,400 1,800,000 240 WELDED HEADED SHEAR STUD SHOWN. XXI. ANCHORED MASONRY VENEER CANTILEVER CONNECTORS & THREADED WELD STUDS ASTM A 108, GRADE 1015 THROUGH 1020 PLUMBINGENGINEER Glumac F. RANGERS SHALL BE SIMPSON MEG, UNLESS OTHERWISE INDICATED OR AS APPROVE) BY NUTS FOR BOLTS AND MACHINE BOLTS ASTM A563 1. INSTALL ANCHORS SUCH THAT THERE IS AT LEAST ONE ANCHOR FOR EACH 2.0 SQ FT OF lumac THE STRUCTURAL ENGINEER OF RECORD. HARDENED WASHERS ASTM F436 6. JOIST AND JOIST GIRDER SEAT DEPTHS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: WALL AREA. IN ADDITION TO THE AREA REQUIREMENT, INSTALL ANCHORS AT A SPACING 900 SW Fifth Ave., Suite 1600 UNHARDENED WASHERS ASTM F844 JOIST TYPE AT STEEL DECK OF NO GREATER THAN 32"o.c. HORIZONTALLY AND 18"o.c. VERTICALLY. PROVIDE Portland, OR 97204 G. ADHESIVE SHALL BE WET USE EXTERIOR WATERPROOF GLUE. PLAIN WASHERS ANSI B18.22.1 LH -SERIES 6 1/2 INCHES ADDITIONAL ANCHORS AT ALL SIDES OF OPENINGS LARGER THAN 16" IN EITHER T(503)227-5280 H. FIELD NOTCHING AND BORING OF MEMBERS ARE PROHIBITED UNLESS APPROVED BY THE BEVELED WASHERS ANSI B18.23.1 DLH --SERIES 9 INCHES DIRECTION AND AT VERTICAL EXPANSION/ISOLATION JOINTS; SPACE THESE ADDITIONAL STRUCTURAL ENGINEER OF RECORD. ANCHORS A MAXIMUM OF 36"o.c. AND WITHIN 12'OF THE OPENING EDGES. FOOD SERVICE CONSULTANT I. COLUMNS SHALL BE WESTERN SPECIES FRAMING WITH COMBINATION SYMBOL 24F V4 AND 7. PROVIDE CEILING EXTENSIONS ON JOIST BOTTOM CHORDS WHERE CEILINGS ARE INDICATED Webb Foodservice Design 2. HEADED SHEAR STUDS, DEFORMED BAR ANCHORS (DBA), STUDS FOR STUD RAIL ASSEMBLIES, ON THE ARCHITECTURAL DRAWINGS. 2. PROVIDE HORIZONTAL JOINT REINFORCEMENT OF NO. 9 (W1.7) WIRE HOT DIPPED, 3700 SE Lafayette Ct APPEARANCE CLASSIFICATIONS AS FOLLOWS: AND THREADED WELD STUDS: GALVANIZED FINISH, AT A MAXIMUM SPACING OF 18"o.c. VERTICALLY. MECHANICAL Po5land, 6- 97202 LOCATION APPEARANCE CLASSIFICATION A. HEADED STUDS SHALL BE NELSON SHEAR CONNECTOR STUDS (ICC #ESR-2856) WITH ANCHORS SHALL ATTACH TO WIRE REINFORCEMENT WITH CLIPS OR HOOKS. T( 03)-238566 CONCEALED INDUSTRIAL FLUXED ENDS, OR APPROVED EQUIVALENT. EXPOSED TO VIEW ARCHITECTURAL B. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON D2L DEFORMED BAR ANCHOR XVII. MECHANICAL ANCHORS 3. VERTICAL EXPANSION/ISOLATION JOINTS IN ANCHORED MASONRY VENEER SHALL BE 2. ENGINEERED COMPOSITE LUMBER: STUDS(ICC #ESR-2907), OR APPROVED EQUIVALENT. LOCATED AS SHOWN ON THE ARCHITECTURAL DRAWINGS, BUT NO FURTHER THAN ACOUSTIC & AV CONSULTANT C. THREADED WELD STUDS SHALL BE NELSON CFL FULLY THREADED STUDS, OR APPROVED 1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE SHALL BE KWIK BOLT TZ BY HILTI EVERY 20'-Oo.c. MAXIMUM ALONG ANY WALL PLANE AND (1) WITHIN (2) MASONRY The Greenbusch Group A. PRODUCTS: LAMINATED VENEER LUMBER (LVL/MICROLAM), PARALLEL STRAND LUMBER EQUIVALENT. (ICC #ESR-1917), STRONG-BOLT 2 BY SIMPSON STRONG-TIE (ICC #ESR-3037), OR UNIT LENGTHS AT (1) SIDE OF EACH WALL CORNER. DO NOT RUN HORIZONTAL JOINT 1900 W. Nickerson St.. Suite 201 (PSL/PARALLAM), AND LAMINATED STRAND LUMBER (LSL/TIMBERSTRAND), SIZE AND TYPE D. STUDS AND DBA'S SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S POWER-STUD+SD2 BY DEWALT/POWERS (ICC #ESR-2502), UNLESS OTHERWISE NOTED, REINFORCEMENT THROUGH VERTICAL EXPANSION/ISOLATION JOINTS. Seattle, WA 98119 INDICATED IN THE DRAWINGS, MANUFACTURED BY TRUS-JOIST OR AN APPROVED EQUIVALENT. STANDARD EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLED IN ACCORDANCE WITH THE ICC REPORT. T206-378-0569 B. BEAM STRENGTH PROPERTIES: RECOMMENDATIONS. 2. SCREW ANCHORS INTO CONCRETE SHALL BE KWIK HUS-EZ BY HILTI (ICC #ESR-3027), TITEN COMPOSITE LUMBER MODULUS OF ELASTICITY FLEXURAL STRESS, Fb HD BY SIMPSON STRONG-TIE (ICC #ESR-2713), OR WEDGE-BOLT+ BY DEWALT/POWERS, XXII. RIGID POLYSTYRENE GEOFOAM (EPS) COST CONSULTANT PSI (ICC #ESR-2526) INSTALLED IN ACCORDANCE WITH THE ICC REPORT. Construction Focus TYPE (PSI) (PSI) 3. HEADED STUDS CONNECTED TO TOP BEAM FLANGES IN COMPOSITE DECK SHALL BE 3/4 1. EPS GEOFOAM SHALL CONFORM TO ASTM D6817 AND SHALL HAVE THE FOLLOWING 740 Almaden St. INCH DIAMETER AND SHALL EXTEND A MINIMUM OF 1 1/2 INCHES ABOVE THE TOP OF STEEL 3. EXPANSION ANCHORS INTO GROUT-FILLED CONCRETE MASONRY SHALL BE KWIK BOLT PROPERTIES: Eugene, 014, 02 LSL 1,55QDOD 2,325 DECK, UNLESS OTHERWISE NOTED. 3 BY HILTI (ICC #ESR-1385) OR POWER-STUD+SD1 BY DEWALT/POWERS (ICC #ESR-2966), 9 STAGE: T 541-686- LVL 1,900,000 2,600 4. HOT DIP GALVANIZE STRUCTURAL STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED TO INSTALLED IN ACCORDANCE WITH THEICC REPORT. GEOFOAM TYPE EPS 15 WITH A MINIMUM OF 3.6 PSI COMPRESSIVE PSL 2,000,000 2,900 THE WEATHER IN ACCORDANCE WITH ASTM A123 AND ASTM A153. REPAIR GALVANIZING 4. SUBSTITUTION OF SPECIFIED ANCHORS BY OTHER PRODUCTS REQUIRES SUBMISSION OF A RESISTANCE AT 1% DEFORMATION. AFTER WELDING IN ACCORDANCE WITH ASTM A780. CURRENT REPORT FROM THE ICC EVALUATION SERVICE AND AN ENGINEERING ANALYSIS cV CTU, C. FLEXURAL STRESS VALUES ARE FOR 12 INCH DEEP MEMBERS. DEEPER MEMBERS SHALL BE SUBSTANTIATING THE EQUIVALENCE OF THE PROPOSED SUBSTITUTION. �Q DESIGNED FOR REDUCED STRESSES IN ACCORDANCE WITH THE MANUFACTURER'S 5. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED BUILDING ARE ��Ed PRgc�'p DESIGNATED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). 5. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. a> REQUIREMENTS. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS '� 96. ARC-WELDING ELECTRODES/FILLER METALS SHALL BE LOW HYDROGEN TYPES E7XTX, E7XTXX OR OTHERWISE NOTED. /� f3. PRE-FABRICATED WOOD I-JOISTS: E70XXX MINIMUM AS APPLICABLE. ri, � A. DESIGN OF THE PRE-FABRICATED WOOD I-JOIST SYSTEM SHALL BE THE RESPONSIBILITY OF ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM 6. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING THE CONTRACTOR. PLATES, MEMBERS, AND OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. (SFRS) SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN CLAUSE /OIEG0 B. PRE-FABRICATED WOOD I-JOISTS SHALL BE OF THE SIZE AND TYPE INDICATED IN THE 6.3 OF AWS D1.8/D1.8M, EXCEPT: SUBCLAUSES 6.3.5, 6.3.6, 6.3.7, AND 6.3.8 APPLY ONLY TO 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE AACH oat::�Qo �� DRAWINGS, MANUFACTURED BY REDBUILT OR AN APPROVED EQUIVALLENT. CONFORM DEMAND CRITICAL WELDS. MEMBERS OF THE SFRS INCLUDE ALL MEMBERS OF BRACED HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR pN �Q5 TO APA-EWS STANDARD PRI-400, PERFORMANCE STANDARD FOR APA-EWS I-JOISTS. ICC FRAMES, SPECIAL MOMENT FRAMES, SPECIAL TRUSS MOMENT FRAMES AND OTHER MEMBERS DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE M, Tk14 APPROVED ALTERNATES ARE ELIGIBLE FOR CONSIDERATION PROVIDED THAT THEY ARE NOTED ON PLAN. DEMAND CRITICAL WELDS ARE REQUIRED WHERE NOTED IN DETAILS. DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK LOADS NOTES: 018.06.11 COMPATIBLE WITH PROJECT LOAD CAPACITY, DIMENSIONAL, AND FIRE-RESISTANCE- GROUT. IF SHIFTING THE ANCHOR OR DOWEL AS DESCRIBED ABOVE IS NOT DL = DEAD LOAD 1. DEAD LOAD DOES NOT CONTAIN AN ALLOWANCE FOR JOIST SELF WEIGHT. -. • /30/2018 RATING REQUIREMENTS, AND HAVE A MINIMUM WIDTH OF 2 INCHES: SUBJECT TO 7. WELDERS SHALL BE CERTIFIED BY AWS AND THE AUTHORITY HAVING JURISDICTION. PRACTICABLE, CONTACT THE ENGINEER OF RECORD FOR AN ACCEPTABLE LOCATION. SL =SNOW LOAD DISTRIBUTE DEAD LOADING TO TOP AND BOTTOM CHORDS AS SHOWN. REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. 8. COORDINATE SHOP AND FIELD WELD LOCATIONS. IN GENERAL, NO ATTEMPT HAS BEEN MADE WL+ = DOWNWARD WIND LOAD 2. DESIGN ALL O.W.J. FOR A 5 KIP (WIND) AXIAL LOAD. TO DIFFERENTIATE BETWEEN SHOP AND FIELD WELDING OPERATIONS. WHERE FIELD WELDING IS 8. MINIMUM EMBEDMENT DEPTH OF ANCHORS SHALL BE AS FOLLOWS, UNLESS WL- - UPLIFT WIND LOAD 3. AXIAL LOADS ARE APPLIED TO THE TOP CHORD AND MAY RESULT IN C. MANUFACTURER SHALL PROVIDE STRUCTURAL CALCULATIONS AND SHOP DRAWINGS INDICATED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY. OTHERWISE NOTED: SHOWING LAYOUT AND DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT OF ANCHOR DIA. EMBEDMENT IN CONCRETE EMBEDMENT IN MASONRY WLA = AXIAL WIND LOAD COMPRESSION OR TENSION. DESIGN JOISTS FOR THE CONTROLLING THE STRUCTURE. SHOP DRAWINGS SHALL INDICATE THE SIZE AND SPACING OF ALL MEMBERS. 9. PROVIDE NATURAL CAMBER UP UNLESS OTHERWISE NOTED, EXCEPT AT CANTILEVERS. AT EQ = AXIAL EARTHQUAKE LOAD LOADING CONDITION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SEALED AND SIGNED BY AN ENGINEER CANTILEVERS PROVIDE CAMBER SUCH THAT TIP OF CANTILEVER IS ABOVE FINAL ELEVATION. 1/4 INCH - 2 INCHES 4. DEAD AND SNOW LOADS SHALL BE APPLIED VERTICALLY. WIND LOADS LICENSED IN THE STATE OF OREGON. 10. SPLICE MEMBERS ONLY WHERE INDICATED. 3/8 INCH 2 INCHES 2 1/2 INCHES SHALL BF APPLIED PERPENDICULAR TO THE ROOF PLANE. D. IN ADDITION TO SELF-WEIGHT, THE PRE-FABRICATED WOOD I-JOIST SYSTEM SHALL BE 1/2 INCH 3 1/4 INCHES 3 1/2 INCHES 5. DESIGN JOISTS TO RESIST FORCES FROM FALL PROTECTION DEVICES. DESIGNED TO RESIST THE FOLLOWING MINIMUM LOADS: 11. STEEL MEMBERS DESIGNATED AS 'KINKED' SHALL BE COMPRISED OF (2) OR MORE STRAIGHT 5/8 INCH 4 INCHES 4 INCHES COORDINATE WITH CONTRACTOR. . SNOW LOAD = 27 PSF SEGMENTS THAT HAVE THE SAME SECTION PROPERTIES WITH VARYING SLOPES THAT FORM A 6. REFER TO DRAWINGS BY OTHERS FOR ADDITIONAL COMPONENTS .. .. SINGLE STRUCTURAL MEMBER; JOIN SEGMENTS OF KINKED MEMBERS TOGETHER WITH AWS 3/4 INCH 4 3/4 INCHES 4 3/8 INCHES SUPPORTED BY JOISTS. I WL- DEAD LOAD = 25 PSF PREQUALIFIED COMPLETE JOINT PENETRATION (CJP) WELD. 9. ANCHORS SPECIFICALLY IDENTIFIED IN DETAILS SHALL BE USED. NO SUBSTITUTIONS PERMITTED. .. - .. .. - - •• -. .. 1 E. PRE FABRICATED WOOD I-JOIST SYSTEM DESIGN SHALL CONFORM TO THE FOLLOWING 12. STEEL FRAMING DEFLECTION DURING CONCRETE PLACEMENT OVER METAL DECK: WL I WL+ MINIMUM DEFLECTION AND PERFORMANCE CRITERIA: WL+ SNOW LOAD = L/360 XVIII. ADHESIVE ANCHORS AND DOWELS •1 , DEAD +SNOW LOAD = L/240 SL - SL •.. 1' 1. ANCHORS AND DOWELS INSTALLED INTO CONCRETE SHALL BE HIT RE-500-V3 BY HILTI 0.6xDL 0.6 x DL F. PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ROOF /7/- COLUMN,TYP. (ICC #ESR-3814), SET-XP BY SIMSPON STRONG-TIE (ICC #ESR-2508), OR PURE 110+ BY - - _ .. - - - - _ _ JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING WIND UPLIFT SPECIFIED IN THE / I GENERAL STRUCTURAL NOTES UNLESS OTHERWISE INDICATED IN THE DRAWINGS. DEWALT/POWERS (ICC #ESR-3298). MINIMUM EMBEDMENT DEPTH FOR ANCHORS E G. MANUFACTURER SHALL DESIGN AND FURNISH WOOD I-JOIST CONNECTIONS NECESSARY AND DOWELS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: EQ L - EQ � OR , OR (IF ANY) TO TRANSMIT DESIGN LOADS. CONNECTION HARDWARE SHALL BE SIMPSON OR ROD DIA. EMBEDMENT BAR SIZE EMBEDMENT WLA WLA APPROVED EQUIVALENT. 3/8 INCH 4 INCHES #3 5 INCHES H. MANUFACTURER SHALL VISIT THE JOB SITE AS NECESSARY TO VERIFY PROPER INSTALLATION OF 1/2 INCH 5 INCHES #4 6 1/2 INCHES THE SYSTEM. MANUFACTURER SHALL PROVIDE WRITTEN VERIFICATION OF PROPER 5/8 INCH 6 INCHES #5 8 INCHES 3/4 INCH 7 INCHES #6 10 INCHES INSTALLATION TO THE ARCHITECT, GIRDER, TYP. 7 / \ 7/8 INCH 9 INCHES #7 12 INCHES 1 INCH 11 INCHES #8 14 INCHES \\ „-- / \ \ BEAM,TYP\ 2. ANCHORS INSTALLED INTO GROUT-FILLED MASONRY UNITS SHALL BE HIT HY 70 BY HILTI (ICC • TOP CHORD EXTENSION, #ESR 2682). MINIMUM EMBEDMENT DEPTH FOR ANCHORS SHALL BE AS FOLLOWS, UNLESS (TCX) 1 OTHERWISE NOTED: RD DMBDENT 0.4xDL 0.4xDL WF BEAM,TYP. � � 7 1LI. 3/8OINCH IA. 3E3/8EINCHESMI I f \ 1/2 INCH 4 1/2 INCHES I. STEEL O.W.J. LOW POINT INCH 5 5/8 INCHES DL FROM SUSPENDED EQUIPMENT, REF. / i 3/4 INCH 6 3/4 INCHES PLAN & VERIFY W/MANUFACTURER # REVISIONS DATE 7 3. ANCHORS SHALL BE ASTM A36 THREADED RODS WITH ASTM A 563 GRADE A NUTS AND ANSI B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ASTM A 563 GRADE DH HEAVY HEX NUTS AND ASTM F 436 WASHERS SHALL BE PROVIDED AT ANCHORS DESIGNATED AS ASTM A193. O • r r .J . LOADING 4. DOWELS SHALL BE ASTM A615 GRADE 60 REINFORCING STEEL. N.T.S. 5. REMOVE GREASE, OIL, RUST, AND OTHER LAITANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION. 6. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, AND OTHER STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS. • DEFLECTION OF METAL DECK, BEAMS, AND GIRDERS DURING CONCRETE PLACEMENT 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE IS NORMAL AND EXPECTED. LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR • ENSURE THAT FLOOR AND ROOF AREAS THAT ARE DESIGNED TO BE LEVEL, AS INDICATED DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL IN THE DRAWINGS, ARE CONSTRUCTED LEVEL WITHIN EACH BAY. AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF SHIFTING THE ANCHOR OR DOWEL AS DESCRIBED ABOVE IS NOT PRACTICABLE, CONTACT • ENSURE THAT ROOF AREAS THAT ARE DESIGNED TO BE SLOPED, AS INDICATED IN THE THE ENGINEER OF RECORD FOR AN ACCEPTABLE LOCATION. DRAWINGS, ARE CONSTRUCTED TO BE STRAIGHT (FLAT) SLOPES WITHIN EACH BAY. 8. ANCHORS SPECIFICALLY IDENTIFIED IN DETAILS SHALL BE USED. NO SUBSTITUTIONS PERMITTED. XIV. METAL DECKING XIX. COLD-FORMED STEEL FRAMING TIGARD TUALATIN SD 1. METAL FLOOR AND ROOF DECK SHALL HAVE MINIMUM SECTION PROPERTIES SHOWN ON 1. PROCURE COLD-FORMED STEEL FRAMING MEMBERS INDICATED ON THE STRUCTURAL II GARD DRAWINGS FROM A SINGLE MANUFACTURER BELONGING TO THE STEEL STUD SHEET 56.51. METAL DECK WITH CONCRETE TOPPING SHALL BE COMPOSITE. MANUFACTURERS ASSOCIATION (SSMA). INSTALL PRODUCTS IN ACCORDANCE WITH THE I-I 1 G H 2. FLOOR AND ROOF DECK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653. REFER TO MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THE CONTRACT SPECIFICATION FOR COATING CLASS. REPAIR DAMAGED COATING. DOCUMENTS. PRODUCTS SHALL BE FORMED FROM STEEL HAVING A MINIMUM YIELD STRESS OF 33 KSI FOR 43 MIL MATERIAL AND 50 KSI FOR 54, 68 AND 97 MIL MATERIAL. SCHOOL 3. INSTALL METAL DECK CONTINUOUS OVER THREE SPANS MINIMUM WHERE PRACTICABLE. PRODUCIS SHALL MEET THE CURRENT EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE TERMINATE ENDS OF METAL DECK OVER SUPPORTS. CANTILEVER OF METAL DECK AT OPENING (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL EDGES AND BUILDING PERIMETER EDGES IS ACCEPTABLE AS INDICATED IN THE DRAWINGS. STRUCTURAL MEMBERS. 2. PROVIDE STUDS, TRACKS AND OTHER MEMBERS OF THE SIZE, MIL THICKNESS {GAGE) AND • SPACING INDICATED ON THE DRAWINGS. PROVIDE BRIDGING IN CONFORMANCE WITH THE XV. BUCKLING-RESTRAINED BRACES MANUFACTURER'S RECOMMENDATIONS ADEQUATE FOR DEVELOPMENT OF THE FULL 9000 SW DURHAM RD. MOMENT CAPACITY OF THE STUDS. PROVIDE STRUCTURAL FRAMING ACCESSORIES FORMED TIGARD, OR. 97224 1. BUCKLING-RESTRAINED BRACE (BRB) MAXIMUM STEEL CASING SIZES SHALL BE AS FROM STRUCTURAL QUALITY STEEL HAVING MINIMUM YIELD STRENGTH OF 50 KSI WITH INDICATED IN THE STRUCTURAL DRAWINGS. MINIMUM PROTECTIVE COATING EQUIVALENT TO ASTM A653/A653M G60 GALVANIZED JOB NO 16992.00 COATING. BASIS OF DESIGN CONNECTION MANUFACTURER:THE STEEL NETWORK, INC. ISSUE DATE: June 19, 2018 2. BRB STEEL CORES SHALL CONFORM TO THE FOLLOWING: 3. SHEET METAL SCREWS SHALL BE ELCO DRILL-FLEX, HILTI KWIK-FLEX, OR APPROVED EQUIVALENT. A. ASTM A36 OR EQUIVALENT. POWDER-DRIVEN FASTENERS SHALL BE HILTI X-U. WELDING SHALL CONFORM WITH AWS D1.3 Jurisdiction Stamp Area 4. STEEL SHEETS SHALL BE ASTM A1003 STRUCTURAL GRADE 33 (GRADE 230) TYPE H AND HAVE B. MINIMUM BRACE YIELD FORCE: Py MIN. = 38 KSI x Asc THE MINIMUM BASE STEEL THICKNESS INDICATED ON THE DRAWINGS. SHEETS LESS THAN 12" MAXIMUM BRACE YIELD FORCE: Py MAX. = 46 KSI x Asc WIDE SHALL NOT BE USED. ADJUSTED BRACE STRENGTH IN COMPRESSION = 13 x co x Ry x Py MAX. ADJUSTED BRACE STRENGTH IN TENSION = co x Ry x Py MAX. WHERE: S O < 1.61 co < 1.5 Ry = 1.0 3. GUSSET PLATES, CONNECTION OF BRB TO GUSSET PLATES, AND CONNECTION OF GUSSET PLATES TO COLUMNS, BEAMS, AND BASE PLATES ARE THE RESPONSIBILITY OF THE BRB SUPPLIER. CONNECTIONS SHALL BE DESIGNED TO RESOLVE LOADS CONCENTRICALLY THROUGH WORK-POINTS IDENTIFIED IN THE STRUCTURAL GENERAL DRAWINGS. THE BRB SUPPLIER SHALL PROVIDE BASE PLATE EXTENSIONS, COLUMN DOUBLER PLATES, AND BEAM STIFFENERS AS NECESSARY TO RESIST THE APPLIED STRUCTURAL 2 CONNECTION FORCES; CONNECTION OF SUCH ELEMENTS TO COLUMNS, BEAMS, CL AND BASE PLATES IS THE RESPONISBILITY OF THE BRB SUPPLIER. w 0 Co NOTES (CONT.) oico I- aO oo 2 is- CV ,_ wS0 . 02 ss ti a e architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER SYMBOLS & ABBREVIATIONS Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 ANNOTATION SYMBOLS ABBREVIATIONS MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 GRID LINES WORK POINT COLUMNS (PLAN) # NUMBER OR POUNDS L OR 2L ANGLE OR DOUBLE ANGLE Portland, OR 97204 i AND LB CELLULAR BEAM T(503)-227-5280 'T- W.P. I— WIDE FLANGE COLUMN @ AT LD DEVELOPMENT LENGTH LLH LONG LEG HORIZONTAL FOOD SERVICE CONSULTANT .i46‘.) I' A.B. ANCHOR BOLT LLV LONG LEG VERTICAL Webb Foodservice Design . WORK POINT OF CONNECTION: 0 —, HSS COLUMN ADD'L ADDITIONAL LOC LOCATION POINT WHERE FORCES ARE RESOLVED 3700 SE Lafayette ADJ. ADJACENT LONG. LONGITUDINAL Portland, OR 97202 0 = HSS OR PIPE COLUMN ALT. ALTERNATE L.P. LOW POINT T(503)-236-8566 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LS LAP SPLICE AOR ARCHITECT OF RECORD LSH LONG SIDE HORIZONTAL ACOUSTIC & AV CONSULTANT APPROX. APPROXIMATE LSV LONG SIDE VERTICAL LEVEL LINE SLAB DEPRESSIONS (PLAN) BEAM DESIGNATIONS (PLAN) ARCH. ARCHITECTURAL DOCUMENTS LSL LAMINATED STRAND LUMBER (TIMBER STRAND) The Greenbusch Group ASC AREA OF STEEL CORE LT LIGHT 1900 W. Nickerson St., Suite 201 SECOND FLOOR AMOUNT OF BEAM ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS LVF LOW-VELOCITY FASTENER Seattle, WA 98119 W16X31 c=X"� AWG AMERICAN WIRE GAUGE LVL LAMINATED VENEER LUMBER (MICROLAM) T206-378-0569 EL: 123' -0" �— DEPTH OF DEPRESSION IN SLAB < < CAMBER AT MID SPAN ) AWS AMERICAN WELDING SOCIETY `-- INDICATES ELEVATION OF - ' M MISCELLANEOUS SHAPE COST CONSULTANT SURFACE RELATIVE TO DATUMCO BF BRACED FRAME MAX. MAXIMUM r W16X31 / ADDITIONAL INCREASE OR BLDG BUILDING M.B. MACHINE BOLT Construction Focus BOUNDARY OF DEPRESSION IN ) (-2) 1 ) DECREASE IN TOP OF BLKG BLOCKING MC CHANNEL (OTHER THAN AMERICAN STANDARD) 740 Almaden St SLAB; REFER TO ARCHITECTURAL STEEL ELEVATION BM BEAM MECH. MECHANICAL Eugene, OR 97402 REFERENCED ELEVATION I DRAWINGS FOR DIMENSIONS, U.O.N. B.O. BOTTOM OF MEP MECHANICAL, ELECTRICAL, PLUMBING DOCUMENTS T541-686-2031 r W16X31 [13] ( NUMBER OF EQUALLY SPACED BOTT. BOTTOM MF MOMENT FRAME ) ) SHEAR STUD CONNECTORS; BRB BUCKLING RESTRAINED BRACE MFR MANUFACTURER DESCRIPTION OF REFER TO METAL DECK DETAILS BRBF BUCKLING RESTRAINED BRACED FRAME MIN. MINIMUM REFERENCED POINT �i"�r'' STEP OR SLOPE SLAB OR DECK IN 1]� [J 44‘ T.O. STEEL MISC. MISCELLANEOUS '�� R EL: 46'-6" C CHANNEL (AMERICAN STANDARD) M.O. MASONRY OPENING <C ii Of ELEVATION OF POINT I I I� — BOTTOM FLANGE BRACES CDF CONTROLLED DENSITY FILL MIL METAL Ifirfr � ii s'/� r, r \�/ �/ \�/ r CG CENTER OF GRAVITY ABOVE DATUM ) ) CIP CAST-IN-PLACE N NORTH C.J. CONSTRUCTION JOINT OR CONTROL JOINT (N) NEW BENT (KINKED) BEAM CJP COMPLETE JOINT PENETRATION N.F. NEAR FACE 0 ' ' GOt ( rr CL CENTERLINE N.I.C. NOT IN CONTRACT REVISION METAL DECK ORIENTATION (PLAN) ) I CLR CLEAR No. NUMBER y+Acx a z� k ® REVISION NUMBER; REFER TO .SO CMU CONCRETE MASONRY UNIT NOM. NOMINAL DIAMETER 0 REVISION HISTORY ON TITLE N ORIENTATION OF BEAM PENETRATION, COL. COLUMN N.S. NEAR SIDE BLOCK OF EACH SHEET METAL DECK RIBS REFER TO STEEL DETAILS CONC. CONCRETE N.T.S NOT TO SCALE 2018.06.11 ��� CONN. CONNECTION EXPIRES: 08/30/2018 -41441II X"x X"---.- SIZE OF BEAM OPENING CONT. CONTINUOUS o.c. ON CENTER X" CP COMPLETE PENETRATION O.D. OUTSIDE DIAMETER (DIM.) DISTANCE OF CL OF OPENING TO OPP. OPPOSITE HAND KEYED NOTE M 0 MID-DEPTH OF BEAM; NO VALUE d PENNY (NAIL SIZE) or REINFORCING BAR DIAMETER OWJ OPEN WEB JOIST INDICATES A DISTANCE OF ZERO (0") DBA DEFORMED BAR ANCHOR • REFER TO LIST OF KEYED W LOCATION OF CL OF DBL DOUBLE P.A.F. POWDER ACTUATED FASTENER NOTES ON EACH SHEET DECK $ SLAB LIMITS �' OPENING DEMO DEMOLITION or DEMOLISH PC, PCS PIECE, PIECES DIA. or 0 DIAMETER PDF POWDER DRIVEN FASTENER , DECK & SLAB CONTINUE DIAG. DIAGONAL PERP. PERPENDICULAR DIM. DIMENSION PL PLATE DETAIL (PERPENDICULAR TO VIEW) COLLECTOR CONNECTIONS (PLAN) DIST. DISTANCE PLF POUNDS PER LINEAR FOOT DN DOWN P.P. PARTIAL PENETRATION 51 H do DITTO OR REPEAT PR PAIR S— �� PSI POUNDS PER SQUARE FOOT VIEW REFERENCE OPENING (PLAN OR ELEVATION) 7� 0 (E) EXISTING PSF POUNDS PER SQUARE INCH DIRECTION OF VIEW -� EA. EACH PSL PARALLEL STRAND LUMBER (PARALLAM) SX OPENING IN FLOOR SLAB E.F. EACH FACE PT POINT �--' (PLAN) OR WALL (ELEVATION) E.J. EXPANSION JOINT P.T. PRESSURE TREATED or POST TENSIONED � SHEET REFERENCE EL ELEVATION ELEC. ELECTRICAL R or RAD. RADIUS REF. ARCH. DOCUMENTS SHEAR CONNECTIONS (PLAN) ELEV. ELEVATOR R.A.D. LIMITS OF OPENING EMBED EMBEDMENT REBAR REINFORCING BAR `,_ LINE OF SECTION CUT I--(,) TYPICAL SHEAR CONNECTIONS EOR ENGINEER OF RECORD REF. REFER TO, REFERENCE REFER TO STEEL DETAILS FOR EQ. EQUAL REINF. REINFORCEMENT VARIOUS CONDITIONS EQUIP. EQUIPMENT REQ'D REQUIRED 0 E.S. EACH SIDE RET. RETURN DETAIL (PARALLEL TO VIEW) SHEAR WALL (ELEVATION) �� E.W. EACH WAY REV. REVISE or REVISION EXP. EXPANSION R.O. ROUGH OPENING 'J` EXT. EXTERIOR VIEW REFERENCE S.C. SLIP CRITICAL INDICATES WALL THICKNESS F.F. FAR FACE SIM. SIMILAR 1 MOMENT RESISTING CONNECTIONS (PLAN) FIN. FINISH(ED) S.M.S. SHEET METAL SCREW FL. or FLR FLOOR S.O.G. SLAB-ON-GRADE { ID X VERT. F.O. FACE OF SPEC. SPECIFICATION / X 10410- BEAM-TO-BEAM MOMENT 1 X HORIZ. F.O.C. FACE OF CONCRETE SQ. SQUARE SHEET REFERENCE CONNECTION; REFER TO STEEL DETAILS F.O.M. FACE OF MASONRY SS or SST STAINLESS STEEL ` INDICATES WALL F.O.S. FACE OF STUDS STD STANDARD REINFORCEMENT FRP FIBER REINFORCED POLYMER STL STEEL AREA OF DETAIL MOMENT-RESISTING F.S. FAR SIDE STRUCT. STRUCTURAL # (3-1H►— ( BEAM-TO-COLUMNREVISIONS DATE CONNECTION, REFER TO FT FOOT or FEET STEEL DETAILS; CANTILEVER T TON,TONS MEMBER MATCHES BACK GA. GAUGE T&B TOP AND BOTTOM ELEVATION SPAN MEMBER, U.O.N. GALV. GALVANIZED TSG TONGUE AND GROOVE SHORING GB GRADE BEAM THRU THROUGH I VIEW REFERENCE GL GLUED-LAMINATED MEMBER T.O. TOP OF BRACED FRAME (PLAN) GSN GENERAL STRUCTURAL NOTES T.O.C. TOP OF CONCRETE Wr�= - DIRECTION OF VIEW SHORING, T.O.M. MASONRY BY OTHERS r BRACED FRAME r HORIZ. HORIZONTAL T.O.S. TOP OF STEEL ) H.P. HIGH POINT T.O. SLAB TOP OF STRUCTURAL SLAB SHEET REFERENCE HP BEARING PILE TRANS. TRANSVERSE H.S.B. HIGH STRENGTH BOLTS TYP. TYPICAL HSS HOLLOW STRUCTURAL SECTION HT HEAVY TIMBER U.O.N. UNLESS OTHERWISE NOTED MATERIAL SYMBOLS URM UNREINFORCED MASONRY I.D. INSIDE DIAMETER SHOWN IN SECTION UNLESS OTHERWISE NOTED INFO INFORMATION VERT. VERTICAL V.I.F. VERIFY IN FIELD K KIP, KIPS UNDISTURBED OR K.O. KNOCK-OUT W or WF WIDE FLANGE �y/-\y/may/may/ /- // O O NEW CONCRETE / / (E) CONCRETE STEEL, ROLLED SHAPES KSI KIPS PER SQUARE INCH W/ WITH TIGARD TUALATIN SD _V/\//\j7\\��\/�\/� ENGINEERED SOIL, ��.����� ROCK FILL, GRAVEL 4 1 PLAN OR SECTION , / // PLAN OR SECTION PLAN OR SECTION W/OWITHOUT TIGARD BEARING WD WOOD 1=1I FIITIIIHIIE DISTURBED SOIL, NEW CMU (E) BRICK OR CMU STEEL W.P. WORK POINT ,i III} 111-f I I NON-BEARING ARING ^_.;''1 SAND OR GROUT •••.. PLAN OR SECTION ������ PLAN OR SECTION j %// PLAN OR SECTION (CONTINUED ==>) WT STRUCTURAL TEE (CUT FROM WIDE FLANGE) r WWF WELDED WIRE FABRIC HIG H I I WOOD FRAMING, I WOOD BLOCKING, 1 -,`," /7 .'Y 1 PLYWOOD XS EXTRA STRONG (STRUCTURAL PIPE) CONTINUOUS DISCONTINUOUS XXS DOUBLE-EXTRA STRONG (STRUCTURAL PIPE) SCHOOL 9000 SW DURHAM RD TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area SYMBOLS & I- C ABBREVIATIONS CDI— co ct S0 . 03 ,_. , w r.--o 0_ SPECIAL INSPECTION & TESTING REQUIREMENTS TABLE 1 TABLE 2 (CONT.) TABLE 4 bassetti REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED TESTING for SPECIAL INSPECTIONS architects INSPECTION INSPECTION TESTING SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS SYSTEM or MATERIAL CODE or FREQUENCY REMARKS STANDARD STANDARD REFERENCE REFERENCE IB E STANDARD REFERENCE Continuous Periodic REFERENCE Continuous Periodic REFERENCE Continuous Periodic REFERENCE 721 NW 9TH Ave, Suite 350 SOILS FABRICATORS GEOTECHNICAL Portland, Oregon 97209 TABLE GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF AISC 360 N3.2 AISC GEOTECHNICAL ENGINEER TO PERFORM T (206) 340 9500 F (206) 340 9519 GEOTECHNICAL INVESTIGATIONS 1705.6 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 4 360 A3.4 ASTM TESTING OF COMPACTED FILL MATERIALS 1803 TESTING PER GEOTECHNICAL REPORT 1803 OF THE GUIDELINES MATERIAL VERIFICATION OF ANCHOR STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS FILL IN-PLACE DENSITY OR VERIFY MATERIALS BELOW SHALLOW BOLTS AND THREADED RODS SPECIFIED iNX BY THE GEOTECHNICAL ENGINEER TABLE BY THE GEOTECHNICAL PREPARED SUBGRADE DENSITY FOUNDATIONS ARE ADEQUATE TO ACHIEVE X CONSTRUCTION 1705.6 ENGINEER VARIES; CIVIL ENGINEER & LANDSCAPE THE DESIGN BEARING CAPACITY _ _ _ DOCUMENTS 1705.6 CLASSIFICATION VERIFY EXCAVATIONS ARE EXTENDED TO VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE SPECIFICATIONS MATERIAL VERIFICATION X BY THE GEOTECHNICAL ENGINEER TABLE AND TESTING OF 6720 6720 SW SW Macadam Ave Suite 200, PROPER DEPTH AND HAVE REACHED X - - - -- -- PROPER MATERIAL 1705.6 VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS CONTROLLED FILL Portland, OR 97219 - INSPECTOR QUALIFICATIONS MATERIALS T(503)-419-2500 TABLE PERFORM CLASSIFICATION AND TESTINGICC EVALUATION CONCRETE OF COMPACTED FILL MATERIALS 1705.6 X TESTING OF COMPACTED FILL MATERIALS (SEE TABLE 4) INSTALLATION OF COMPOSITE SLAB DECKING 1705.1.1 X SPECIAL INSPECTIONS APPLY TO DECKING STRUCTURAL ENGINEER REPORT ASCE 9 1803.5.1 TYPE, DEPTH, GAGE, AND FASTENING AT THE TIME FRESH CONCRETE IS SAMPLED FABRICATE SPECIMENS AT TIME FRESH CONCRETE CHAPTER 3 • TO FABRICATE SPECIMENS FOR STRENGTH ASTM C 172 IS PLACED Catena Engineers VERIFY USE OF PROPER MATERIALS, DENSITIES TABLE SPECIAL INSPECTIONS APPLY TO DECKING TYPE, DEPTH TABLE ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE, OR 1500 NE Irving St., Suite 412 AND LIFT THICKNESSES DURING PLACEMENT X BY THE GEOTECHNICAL ENGINEER TESTS, PERFORM SLUMP AND AIR CONTENT ASTM C 31 ACI X AND COMPACTION OF COMPACTED FILL 1705.6 INSTALLATION OE ROOF DI CKING 1705.1.1 ICC X AND GAGE, POWER ACTUATED FASTENERS, SCREWS, TESTS, AND DETERMINE THE TEMPERATURE OF 1705.3 318: 5.6, 5.8 LESS THAN ONCE FOR EACH 150 YDS OF CONCRETE, OR Portland, OR 97232 EVALUATION PROPRIETARY SIDE SEAM ATTACHMENTS, BUTTONLESS THAN ONCE FOR EACH 5,000 FT2 OF SURFACE AREA T(503)-467-4980 PRIOR TO PLACEMENT OF COMPACTED REPORT THE CONCRETE . FOR SLABS/WALLS. ONCE EACH SHIFT FROM 1N-PLACE TABLE PUNCHES AND SHEAR CONNECTORS - - - FILL, OBSERVE SUBGRADE AND VERIFY THAT X WORK OR FROM TEST PANEL AND MINIMUM ONE MECHANICAL ELECTRICAL & SITE HAS BEEN PREPARED PROPERLY. 1705.6 CONTINUOUS INSPECTION IS NOT REQUIRED WHEN WELDS TABLE WELDING STUDS EXCEPT AS CONCRETE STRENGTH ASTM C39 X SPECIMEN FOR EACH 50 CUBIC YARDS. PLUMBING ENGINEER NOTED OTHERWISE AISC 360 N6 AWS X INSTALLED WITH AN AUTOMATICALLY TIMED STUD WELDING 1705.3 "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING MACHINE PER SECTION 7 OF AWS D1.1 (ONLY PERIODIC), Glumac TABLE 2 D1.1 SECTION 7 OFFICIAL." 1705.2 (3) - 900 SW Fifth Ave., Suite 1600 WELDING STUDS IN STRUCTURAL X CONCRETE SLUMP ASTM C143 X Portland, OR 97204 REQUIRED STRUCTURAL SPECIAL INSPECTIONS DIAPHRAGMS _ _ ALL WELDS VISUALLYINSPECTED PER AWS Dl.1 7.8.1 TABLE T(503)-227-5280 CONCRETE AIR CONTENT ASTM C231 X INSPECTION WELDING STAIR AND RAILING SYSTEMS 1705.2 (2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS Dl.1 6.9 1705.3 SYSTEM or MATERIAL CODE or PROPRIETARY MOMENT RESISTING CONCRETE TEMPERATURE ASTM C1064 X FOOD SERVICE CONSULTANT IBC CODE STANDARD FREQUENCY REMARKS FRAME CONNECTION SYSTEMS 1705.1.1 REFER TO WELDING AND HIGH STRENGTH BOLTING REQUIREMENTS (b) STEEL Webb Foodservice Design REFERENCE Continuous Periodic 3700 SE Lafayette Ct. REFERENCE COLD-FORMED STEEL FRAMING MAGNETIC PARTICLE (MT) AND ULTRASONIC MT- AWS D1.1,6.14.4 UT 100% OF WELDS Y FABRICATORS MATERIAL VERIFICATION OF WELD (UT) TESTING OF WELDS 1705.2.2 UT- AWS D1.1,6.13& Portland, OR 97202 X MANUFACTURER'S CERTIFIED TEST REPORTS 6.14.3 MT 25% OF WELDS T(503)-236-8566 SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL LOAD- FILLER METALS AWS D1.3 SECTION 7 1704.2.5PRE-CONSTRUCTION TESTING OF AWS D1.1 EACH SIZE AND TYPE THIS TESTING PERFORMED BY CONTRACTOR AND X BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS WELDING STUDS 1705.2.2 7.7.1 OF STUD EACH SHIFT CONFIRMED BY SPECIAL INSPECTOR. ACOUSTIC & AV CONSULTANT PREMISES OF A FABRICATOR'S SHOP. COLD-FORMED STEEL ROOF AND FLOOR -- TSPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR 1705.2.2.1.1 AWS D1.3 X WELDING INSPECTION AND INSPECTOR QUALIFICATION AWS D1.1 NON-PREQUALIFIED THIS TESTING PERFORMED BY CONTRACTOR AND The Greenbusch Group DECKS STUD APPLICATION QUALIFICATION 1705.2.2 MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL - 7.6 APPLICATIONS C__ONFIRMED BY SPECIAL INSPECTOR. 1900W. Nickerson St. Suite 201 VERIFYING WELDER AND WELDING 1704.2.5.1 PROCEDURES AND SHALL REVIEW FOR COMPLETENESS AND 1705.2.2.1 X COPY OF QUALIFICATION CARDS RCSC SPECIFICATION Seattle,WA 98119 ADEQUACY RELATIVE TO THE CODE REQUIREMENT. INSPECTOR QUALIFICATIONS _ I FOR STRUCTURAL EACH COMBINATION OF T 206-378-0569 WELDED FRAMING CONNECTIONS 1705.2.2.1 AWS D1.3 SECTION 7 x I ALL WELDS VISUALLY INSPECTED PER AWS Dl.3 7.1 PRE-INSTALLATION VERIFICATION OF 1705 2 2 DIAMETER, LENGTH, SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 ARE NOTJOINTS USING ASTM REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A PRETENS#ON1 D HIGH STRENGTH BOLTS A325 OR A490 BOLTS GRADE, AND LOT TO BE COST CONSULTANT FABRICATORS FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WOOD SECTION 7 USED IN THE WORK FABRICATION OF PREFABRICATED REFER TO INSPECTION OF Construction Focus WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE STRUCTURAL ELEMENTS 1705.5 X FABRICATOR REQUIREMENTS MASTIC & INTUMESCENT FIRE-RESISTIVE COATINGS 740 Almaden St. BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN - Eugene, OR 97402 1704.2.5.2 PROCEDURAL AND QUALITY CONTROL MANUALS AND 1. FABRICATION OF SHEAR WALLS AND THICKNESS 1705.14 AWCI TECHNICAL 'EACH 10,000 SF OF COATED T 541-686-2031 PERIODIC AUDITING OF FABRICATION PRACTICES BY A DIAPHRAGMS: 1 MANUAL 12-B AREA EACH FLOOR LEVEL NATIONALLY RECOGNIZED ACCREDITING AUTHORITY. AT 1705.5.1 SMOKE CONTROL SYSTEMS COMPLETION OF FABRICATION, THE APPROVED FABRICATOR A. VERIFY STRUCTURAL PANEL GRADE LEAKAGE AND PRESSURE DIFFERENTIAL DETERMINED BY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AND THICKNESS TABLE AND FLOW MEASUREMENT JURISDICTION '���CT MA,-4 BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED 2306.2 (2) . 1 705.17.1 DETERMINED BY - 5 40 PRpp ( IN ACCORDANCE WITH THE APPROVED CONSTRUCTION 1705.5.1 DETECTION AND CONTROL VERIFICATION '\JURISDICTION \' 4 : .�S' DOCUMENTS. B. VERIFY NOMINAL SIZE OF FRAMING X tc, f(� MEMBERS AT ADJOINING PANEL EDGES TABLE MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS Q •7 - 3 CONCRETE 2306.2 (2) SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, C. VERIFY NAIL OR STAPLE DIAMETER AND 1705.5.1 ONE BAY PER FLOOR OR 1909.1 TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE LENGTH, NUMBER OF FASTENER LINES AND X FOR EACH 10,000 SF OF OREG4 INSPECTION OF ANCHORS INSTALLED AC1 318: 3.8.6, IN HARDENED CONCRETE TABLE 8.1.3, 21 1 8 X WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE SPACING BETWEEN FASTENERS IN EACH TABLE AWCI TECHNICAL FLOOR, WHICHEVER 1705.3AND ANCHOR, ADHESIVE EXPIRATION DATE, LINE AND AT EDGE MARGINS 2306.2 (2) THICKNESS 1705.14 MANUAL 12-B PROVIDES THE GREATEST d9 • A9�h 9,1:` ` ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, NUMBER OF TESTS, TEST ONE AND TIGHTENING TORQUE ASTM Dl 186 COLUMN, ONE PRIMARY 2018.06.11 BEAM, ONE SECONDARY EXPIRES: 06/30/2018 REINFORCING STEEL AND 1705.3 ACI 318:3.5 TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5; TABLE 3 BEAM, AND ONE TRUSS PRESTRESSING TENDON PLACEMENT 1910.4 ACI 318: 7.1 7.7 X SPACING LIMITS FOR REINFORCING ACI 7.6 PROTECTION REQUIRED ARCHITECTURAL SPECIAL INSPECTIONS _ 1901.3.2 OF REINFORCEMENT PER ACI 7.7 EXTERIOR INSULATION AND FINISH SYSTEMS, WATER-RESISTIVE BARRIER COATING WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 x REFER TO STEEL FOR WELDING REQUIREMENTS TABLE INSPECTION ASTM C297 1903.1 AWS D1.4 1705.2.2, ITEM 2b SYSTEM or MATERIAL CODE or FREQUENCY REMARKS ASTM D2247 IBC CODE ASTM D2898 PLACEMENT OF BOLTS INSTALLED IN TABLE ACI 318: 1. 3.2.0 ACI STANDARD CONCRETE 1705.3 318:8.1.3 ACI 318: X ALL BOLTS VISUALLY INSPECTED REFERENCE REFERENCE Continuous Periodic ASTM E72 A WATER-RESISTIVE BARRIER COATING COMPLYING 1908.5 21.1.8 ACI 318- MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS ASTM E96 WITH ASTM E 2570 REQUIRES SPECIAL INSPECTION 1909.1 APPENDIX D EXTERIOR INSULATION & FINISH SYSTEMS 1705.15 ASTM E331 See ASTM OF THE WATER-RESISTIVE BARRIER COATING WHEN TABLE APPROVED SPECIAL INSPECTIONS APPLY TO CLEANLINESS AND ASTM El 233 INSTALLED OVER A SHEATHING SUBSTRATE. 1705.3 CONDITIONS OF SUBSTRATE CONSTRUCTION X TEMPERATURE OF SUBSTRATE AND THE ACCEPTABILITY ASTM E2134 DOCUMENTS OF PRIMED, PAINTED, OR ENCAPSULATED STEEL 1904 ACI 318: CHAPTER ASTM E2485 VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904.2 4 AC! 318: 5.2 5.4 X 1705.14 SPECIAL INSPECTIONS APPLY TO USE OF APPROVED ASTM E2570 1910.2 AWCI MATERIAL VERIFICATION, MATERIAL EXPIRATION, 1910.3 APPLICATION TECHNICAL X HANDLING, STORAGE, MIXING, CONVEYANCE, METHOD TABLE ACI 318: 1.3.2.D MANUAL 12-B OF APPLICATION, PROTECTION, CURING, VENTILATION, CONCRETE PLACEMENT 1705.3 ACI 318: 5.9 5.10 X THICKNESS, VOIDS REPAIR, CONDITION OF APPLICATION, AND PATCHING CONCRETE PLACEMENT AT COMPOSITE ASCE 9, CHAPTER 3 X SLABS EXTERIOR INSULATION AND FINISH SYSTEMS .__ TABLE ALL EIFS APPLICATIONS EXCEPT FOR APPLICATIONS CONCRETE/SHOTCRETE CURING 1705.3 ACI 318: 5.11-5.13 x APPROVED OVER WATER-RESISTIVE BARRIERS WITH A MEANS OF EFS APPLICATION 1705.15 CONSTRUCTION X 1910.9,1-3 DRAINING MOISTURE TO THE EXTERIOR OR OVER DOCUMENTS SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION MASONRY OR CONCRETE WALLS TABLE VERIFICATION OF FORMWORK 1705.3 ACI 318: 6.1.1 X AND DIMENSIONS OF THE CONCRETE MEMBER BEING APPROVED FORMED CONSTRUCTION A WATER-RESISTIVE BARRIER COATING COMPLYING WATER-RESISTIVE BARRIER 1705DOCUMENTS X .15.1 WITH ASTM E2570 REQUIRES SPECIAL INSPECTION OF MASONRY LEVEL A COATING APPLICATION MANUFACTURERS THE WATER-RESISTIVE BARRIER COATING WHEN Table 1.19.1 - LEVEL A QUALITY ASSURANCE WRITTEN ASTM INSTALLED OVER A SHEATHING SUBSTRATE TESTS E2570 INSTRUCTIONS NONE SMOKE CONTROL SYSTEMS LEAKAGE TESTING AND DEVICE LOCATION PRIOR TO APPROVED CONCEALMENT PRESSURE DIFFERENCE TESTING, FLOW CONSTRUCTION MEASUREMENTS AND DETECTION AND CONTROL INSPECTION INSTALLATION 1705.17 DOCUMENTS X VERIFICATION PRIOR TO OCCUPANCY SPECIAL INSPECTION AGENCIES FOR SMOKE CONTROL VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS REVISIONS DATE SHALL HAVE EXPERTISE IN FIRE PROTECTION ENGINEERING, STEEL MECHANICAL ENGINEERING AND CLARIFICATION AS AIR REFER TO INSPECTION OF BALANCERS FABRICATOR REQUIREMENTS ASTM E2393 IN HIGH-RISE BUILDINGS OR IN BUILDINGS ASSIGNED TO FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 AISC 360 N2 X APPROVAL BASED ON NATIONALLY ASTM E2174 RISK CATEGORY III OR IV,SPECIAL INSPECTIONS FOR RECOGNIZED ACCREDITING AUTHORITY FIRE-RESISTANT PENETRATIONS 1705-1 6 MANUFACTURERS X THROUGH-PENETRATIONS, MEMBRANE PENETRATION AND JOINTS 714 715 TESTING AND FIRESTOPS, FIRE-RESISTANT JOINT SYSTEMS AND PERIMETER AISC 360 A3.3 LISTING FIRE BARRIER SYSTEMS THAT ARE TESTED AND LISTED MATERIAL VERIFICATION OF AISC 360 N 3.2 INSTRUCTIONS HIGH-STRENGTH BOLTS, NUTS, AND ASTM STANDARDS WASHERS SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS RADON MITIGATION INSPECTION CONSTRUCTION WHERE RADON MITIGATION SYSTEMS DOCUMENTS RCSC 2.1 ARE REQUIRED BY SECTION 1811 OF SNUG-TIGHT JOINT HIGH-STRENGTH THIS CODE, SPECIAL INSPECTIONS 1705.18 X BOLT INSTALLATION 1705.2.1.1 X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG SHALL BE PROVIDED PER THE METHODS PRETENSIONED AND SLIP-CRITICAL JOINT AND FREQUENCY IN SECTION 1705.18 RCSC SPECIFICATION ALL CONNECTIONS INSPECTED. CONNECTIONS HIGH-STRENGTH BOLT INSTALLATION FOR STRUCTURAL USING DIRECT TENSION INDICATORS, ALL BOLTS USING TURN-OF-THE-NUT METHOD WITH 1705.2.1.1 JOINTS USING ASTM X SHALL BE INSPECTED AFTER SNUGGING AND MATCH MARKING, TWIST-OFF BOLT OR A325 OR A490 BOLTS AFTER PRETENSIONING TIGARD TUALATIN SD DIRECT TENSION INDICATOR METHOD SECTION 9 PRETENSIONED AND SLIP-CRITICAL JOINT AISC 360, "TIGARD HIGH-STRENGTH BOLT INSTALLATION USING SECTION M2.5 TURN-OF-THE-NUT METHOD WITHOUT 1705.2.1.1 X ALL CONNECTIONS INSPECTED MATCH MARKING OR CALIBRATED WRENCH METHOD H I H ASTM A6 ASTM STANDARDS SPECIFIED 1705.2.1 IN CONSTRUCTION SC I-I 0 L MATERIAL VERIFICATION OF 2203.1 DOCUMENTS STRUCTURAL STEEL TABLE AISC 360 X CERTIFIED MILL TEST REPORTS 1705.2 N3.2 AISC 360 A3.1 AISC:.360 M5.5 9000 SW DURHAM RD. FOR OTHER STEEL, IDENTIFICATION TIGARD, OR. 97224 MARKINGS TO CONFORM TO ASTM TABLE APPLICABLE ASTM STANDARDS SPECIFIED IN THE APPROVED 1705.2 MATERIAL STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS JOB NO: 16992.00 CONSTRUCTION DOCUMENTS AISC 360 N3.2 AISC ISSUE DATE: June 19, 2018 MATERIAL VERIFICATION OF WELD TABLE 360 A3.5 FILLER METALS 1705.2 APPLICABLE AWS X MANUFACTURER'S CERTIFICATE OF COMPLIANCE Jurisdiction Stamp Area A5 DOCUMENTS COMPLETE AND PARTIAL JOINT TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 PENETRATION GROOVE WELDS 1705.2 SECTION 6 MULTIPASS FILLET WELDS TABLE AWS 01.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 1705.2 SECTION 6 _.___. ___ . SINGLE PASS FILLET WELDS GREATER TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS Di.l 6.9 THAN 5/16" 1705.2 SECTION 6 ___ PLUG AND SLOT WELDS TABLE AWS Dl.l X ALL WELDS VISUALLY INSPECTED PER AWS Dl.1 6.9 1705.2 SECTION 6 SINGLE PASS FILLET WELDS LESS THAN OR TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 EQUAL TO 5/16" 1705.2 SECTION 6 FLOOR AND ROOF DECK WELDS TABLE AWS Dl.3 X ALL WELDS INSPECTED PER AWS D1.3 7.1 SPECIAL 1705.2 SECTION 7 MATERIAL VERIFICATION WELDING TABLE 1705.2ACI 318: 1.4 X CERTIFIED MILL TEST REPORTS INSPECTION REINFORCING STEEL FOR 1705.2.2.1.2 AWS D1.4 - ti WELDING REINFORCING STEEL IN TABLE 1705.2 ACI 318:3.5.2 X ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5 `'I"' Q MOMENT RESISTING FRAMES 1705.2.2.1.2 AWSD1.4 cn REQUIREMENTS Q VERIFICATION OF FRAME JOINT DETAILS TABLE C6 INCLUDING MEMBER AND COMPONENT 1705 2 AISC 360 N5.7 X co LOCATIONS, BRACING, AND STIFFENERS ED TABLE 2 (CONT.) ---->CNI ct r w 0 . 04 -_ SPECIAL INSPECTION & TESTING REQUIREMENTS (CONT. TABLE 5 bassett,1 REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F) architects INSPECTION SYSTEM or MATERIAL IBC CODE CODE or { FREQUENCY REMARKS STANDARD REFERENCE REFERENCE Continuous Periodic 721 NW 9TH Ave, Suite 350 STEEL Portland, Oregon 97209 AISC 341 T (206) 340 9500 F (206) 340 9519 J6 AISC COMPLY WITH THE QUALITY ASSURANCE REQUIREMENTS OF AISC 341 J6 360 AWS WELDING OF THE SEISMIC FORCE- 1705 1 1 1 Dl.8 RESISTING SYSTEM CIVIL ENGINEER & LANDSCAPE AISC 341 J7 RCSC SPECIFICATION FOR Cardno STRUCTURAL JOINTS REFER TO TABLE 2 FOR HIGH STRENGTH BOLTING SPECIAL INSPECTION REQUIREMENTS 6720 SW Macadam Ave Suite 200, Portland, USING ASTM A325 OR A490 BOLTS T(503)3) -419-2500 STRUCTURAL ENGINEER SEISMIC FORCE RESISTING FRAME SYSTEMS Catena Engineers AISC 341 J8 1500 NE Irving St., Suite 412 Portland, OR 97232 SEISMIC FORCE RESISTING SPECIAL INSPECTIONS APPLY TO VERIFYING THAT THERE T(503)-467-4980 SYSTEM PROTECTED ZONES X ARE NO HOLES OR UNAPPROVED ATTACHMENTS INCLUDING UNACCEPTABLE WELDS IN PROTECTED ZONES MECHANICAL ELECTRICAL & PLUMBING ENGINEER COLD-FORMED STEEL LIGHT-FRAMING Glumac WELDING OF THE SEISMIC-FORCE- 900 SW Fifth Ave., Suite 1600 1705.11.3 AWS D1.3 SECTION 7 X ALL WELDS VISUALLY INSPECTED PER AWS D1.3 7.1 Portland, OR 97204 RESISTING SYSTEM T(503)-227-5280 CONNECTIONS FOR DIAPHRAGM ATTACHMENT, DIAPHRAGM CHORDS, FOOD SERVICE CONSULTANT COLLECTORS AND BRACING, AND SHEAR X ALL CONNECTIONS VISUALLY INSPECTED Webb Foodservice Design WALL FASTENING, ANCHORAGE AND 3700 SE Lafayette Ct HOLDOWNS PERIODIC SPECIAL INSPECTION IS REQUIRED _.. Portland, OR 97202 T(503)-236-8566 DURING WELDING OPERATIONS OF ELEMENTS OF THE SEISMIC-FORCE-RESISTING ALL WELDS VISUALLY INSPECTED PER AWS D1.3 7.1 SYSTEM. PERIODIC SPECIAL INSPECTION IS EXCEPTION:SPECIAL INSPECTION IS NOT REQUIRED ACOUSTIC & AV CONSULTANT REQUIRED FOR SCREW ATTACHMENT, AWS D1.3 X FOR SHEAR WALLS, BRACES, DIAPHRAGMS, DRAG The Greenbusch Group BOLTING, ANCHORING AND OTHER SECTION 7 STRUT AND HOLDOWNS. IF SHEATHING IS GYP OR 1900 W. Nickerson St., Suite 201 FASTENING OF COMPONENTS WITHIN THE FIBERBOARD OR IF SHEATHING IS WOOD STRUCTURAL Seattle,WA 98119 SEISMIC-FORCE-RESISTING SYSTEM, PANEL/STEEL SHEET ONE SIDE ONLY AND FASTENER T 206-378-0569 INCLUDING SHEAR WALLS, BRACES, SPACING IS GREATER THAN 4"ON CENTER. DIAPHRAGMS, COLLECTORS (DRAG STRUTS) COST CONSULTANT AND HOLD-DOWNS. Construction Focus STRUCTURAL WOOD 740 Almaden St. FIELD GLUING OF DIAPHRAGM AND SHEAR Eugene, OR 97402 WALL ELEMENTS FOR SEISMIC FORCE- X T 541-686-2031 RESISTING-SYSTEMS CONNECTIONS FOR DIAPHRAGM CHORDS, COLLECTORS, BRACING, AND SHEAR WALL X ALL CONNECTIONS VISUALLY INSPECTED �.00C'TUR ANCHORAGE AND HOLDOWNS SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENERe_.AgpRofej,41( aTO?: >0 FASTENING OF DIAPHRAGM AND SHEAR X SPACING IS GREATER THAN 4"ON CENTER FOR WOODWALL SHEATHING WITH EDGE NAILINGSHEAR WALLS, DIAPHRAGMS, NAILING, BUILDING AND Q 'o< 4„ OTHER COMPONENTS IN THE SEISMIC FORCE-RESISTING1` 4 SYSTEM. 1 0 • _ 0 ARCHITECTURAL COMPONENTS +VrqCH 9 2.,, ‘ O INSTALLATION OF ANCHORAGE OF ON TOR M, CLADDING AND INTERIOR/EXTERIOR VENEER 1705.1 1.5 X 2018.06.11 WEIGHING MORE THAN 5 PSF IN BUILDINGS EXPIRES: 06/30/2018 MORE THAN 30 FEET IN HEIGHT ERECTION AND FASTENING OF INTERIOR NONBEARING WALLS WEIGHING MORE 705 11 5 X THAN 15 PSF IN BUILDINGS MORE THAN 30 FEET IN HEIGHT INSTALLATION AND ANCHORAGE 1705.11 ASCE 7-10 X OF SUSPENDED CEILING SYSTEMSSECTION 13.5.6 ELECTRICAL COMPONENTS INSTALLATION OF ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY 1705.11.6 X OR STANDBY POWER SYSTEMS INSTALLATION OF ANCHORAGE OF ALL • ELECTRICAL EQUIPMENT IN SDC E OR F ONLY 1705.1 ].6 X INSTALLATION OF VIBRATION ISOLATION SYSTEMS IN STRUCTURES ASSIGNED TO SDC C, D, E OR F WHERE THE CONSTRUCTION 1705.11.6 X DOCUMENTS REQUIRE A NOMINAL • CLEARANCE OF 0.25 INCHES OR LESS BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAINT INSTALLATION OF OTHER SEISMIC SUPPORTS FOR DESIGNATED ELECTRICAL SYSTEMS 1705.1 1.6 X AND THEIR COMPONENTS TABLE 6 -_ REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS _ TESTING SYSTEM or MATERIAL IBC CODE 1 CODE or FREQUENCY REMARKS REFERENCE STANDARD - /1 REFERENCE Continuous Periodic - - REVISIONS DATE STEEL UT OF BASE METAL THICKER THAN 1-1/2" AISC 341 J6.2c BEHIND AND ADJACENT TO SUBJECT TO THROUGH-THICKNESS WELD 1705.12.2 AWS Dl.8 FUSION LINE OF EACH WELD SHRINKAGE STRAINS AWS D1.1 MT OF K-AREA OF ROLLED WIDE FLANGE AISC 341 J6.2a COLUMN WEBS ADJACENT TO 1705.12.2 AWS D1.8 EACH PLATE DOUBLER/CONTINUITY/STIFFENER PLATE AWS D1.1 LOCATION WELDS MAGNETIC PARTICLE (MT) AND ULTRASONIC AISC 341 J6.2b UT 100% OF WELDS (UT) TESTING OF COMPLETE JOINT 1705.12.2 AWS D1.8 MT 25% OF WELDS PENETRATION GROOVE (CJP) WELDS IN FOR SFRS MATERIALS 5/16"THICK AND GREATER AWS D1.1 PT OR MT OF THERMALLY CUT SURFACES OF BEAM COPES AND ACCESS HOLES AT AISC 341 WELDED SPLICES AND CONNECTIONS WHEN 1705.12.2 J6.2d EACH LOCATION THE FLANGE THICKNESS EXCEEDS 1 1/2" FOR AWS D1.8 ROLLED SHAPES OR THE WEB THICKNESS AWS D1.1 TIGARD TUALATIN SD EXCEEDS 1 1/2" FOR BUILT-UP SHAPES MT OF THE WELD AND ADJACENT AREA IN A REDUCED BEAM SECTION (RBS) PLASTIC AISC 341 J6.2e 1705.12.2 AWS D1.8 EACH LOCATION T I CARD HINGE REGION REPAIRED BY WELDING OR AWS Dl.l BY GRINDING OF SHARP NOTCHES H I G H AISC 341 J6.2f MT OF THE ENDS OF FLANGE WELDS FROM 1705.12.2 AWS D1.8 EACH TESTED CJP WHICH WELD TABS HAVE BEEN REMOVED WELD LOCATION AWSD1.1 SCHOOL 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NOS 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area SPECIAL w INSPECTIONS REQUIREMENTS CD 00 T (CONT.) 2 12,_ _ w S0 . 05 bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct, Portland: OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St.. Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene,OR 97402 T 541-686-2031 GO C A. 5� 441( <e,41 PRI L. Appti 0._ 411 IirreTa T- 1 4 'R G +N +476719, 90' Oj' s4 M : . • CD — — I i - -- — — 2018.06.11 EXPIRES: 06/30/2018 0 , I I .m..m . - . 4 . ....I . - . I . I I 1 SA\ I I Ijimen • Imil,. I1//////////A 1 I 1 ' SSB - - 1 - I I - - _______41_1-1 1 I I 0I II K ® 1 - 1 - - TII 1• I I ,SD S E - - a--- i - 1 1 I I '�. �s `"`I I s5�o2 (10 I I TYP. I SEE S2.41I - I i 1 1 1 - 11-I 1- 1 (CM) L.,, 1\3(II) I t I I iL I I II /*\, REVISIONS DATE TE 4110. / 1 1 qI ! t , Il N — InI . 1 I rH -- Iii „ in._ I I I 0 _ - IDF Iii L E-i- Ill” 11 I I - � - ft E uift— I L SEE S2.42 �SN ' _rZ rIz U I —I J LJ L JT----- _ _ L-- -L--T3— _ _ 4TIGARD TUALATIN SD SO I 1 1 1 1 TIGARD �� I I I I SP - -ti-- fh Ifi- � ---- HIGH I I I I I I I SCHOOL I I I k.,__ 1 I * 1 1 I 11 9000 SW DURHAM RD. II I I I TIGARD, OR. 97224 JOB NO: 16992.00 I \ ISSUE DATE: June 19,2018 I Jurisdiction Stamp Area 410 SO S4 S5S6160S7. 11 S8 S9.2)( 19) S 11 ( 3)( ) ( j ) COMPOSITE LOWER LEVEL FOUNDATION PLAN COMPOSITE 1132"= 1'-0" 1-- FOUNDATION a_ PROJECT NORTH TRUE NORTH W a/ PLAN LOWER Q 2 co LEVEL N _ Cl . 10 bassett? architects NA 721 NW 9TH Ave, Suite 350 kip Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 NCC 1 C . C3 CC5 C6181 CIVIL ENGINEER & LANDSCAPE N D \ Cardno \ \ / / PortlandSW, 0RMacadam 97219 Ave Suite 200, \ � t\@ CI I 6720 T(503) 19-2500 ( NE I I ,../ \.,,,,,,� \ STRUCTURAL ENGINEER \ / / �� Catena Engineers �� \ / N3 \_} Portland, OR 97232 Suite 412 /�� I I I T(503)-467-4980 \ / \ N4 I I MECHANICAL ELECTRICAL & � � / - 4 // / PLUMBING ENGINEER '---„,.,,,,, --, ?/4„,,..„,, . / ��\ Glumac i 1 I I I 900 SW Fifth Ave., Suite 1600 / Portland, OR 97204 s�� / N6 T(503)-227-5280 4 /4 FOOD SERVICE CONSULTANT ...„:, v., 1N7 Webb Foodservice Design 4 � � \ I � I� / 4 I 3700 SE Lafayette Ct. Portland, OR\ --.. .4.."---- /2 T(603)-236-8566 97202 / � SEE S2. 12 � N8 '---„,-,`\ ' Y-'t I I o ACOUSTIC & AV CONSULTANT / I N9 The Greenbusch Group / \ 4.400 0 1900 W. Nickerson St., Suite 201 I Seattle, WA 98119 / 41p411P /7# \ o (N 10) T 206-378-0569 ♦w, I4 �i% �� I , 1 � o ;� IN11 ) / I COST CONSULTANT / \ / O / Co0 740 struc iiSn Focus t. i 4� \ / Eugene, OR 97402 \ -\ I - -I/1-• - - • .�-. . \ - � � p. T541-686-2031 CA - - ter, CB - u - LZ 11 - / 7:: — \ ° ��u C MR\ 5, -..„.... ��� % PROF„ I I -•/ 1k: - 1 I/ �l \5 ,q / gli -k, (CC) . _. ■■ \ I ,4 54.01 I ti � I /A. .. / II / L3 — RREG��0 CD — — — SEE S2. 1 1 'n 2018.06.11 i \ \ EXPIRES: 06/30/2018 I . I I CE - - —i - 0 0 El c 0 I I I II - - - - - - ill / iL ±i -U 1 IfJE - f II 71i1 I _ ,_ _ J 7- ;-- Ellr� I _ - fE I IIEF— - -i—Eil II H I iI —[ .-F _L r - j ___ 7_ _ J I .\SA) -- --- - 0 • n o--LEH !7 H *I- 1 ! I I I I I IJ U SEE S2.51 In 7 1 f - —me ISO 1r1;* SD -- - - _{ — — _ .__...s\ [#1 --II- ____ - I SEE S2.71 0 - —r� - -Efl— I — I — I I 1.-- I - --4 • , 1 I - 0 , _iii_ I_ I I I - 11 1 —r I- 1 0 _ II CN __� , 0 I . __. _-_�_ - - / '� ` REVISIONS DATE Pi/ um II I I I I II I I I i I II ma 71 W t___ ..• 17 IIS jI I I 11 I I I I I I II _ 1 Ili: 0 . - - .- f0I 1 I I I III I I I I I 1 I �'' ---- --- ----- - ._ - - - - — — ._ I r l-- - — • — 1 I SN -.-. _ JF-----I . I I j I i Li _.__1._ I SO 1 i I - - - - - - - - - TIGARD TUALATIN SD I I I I I TIGARD I II I I I I SP - -- - - \ - - i - HIGH I I I I I I I SCHOOL 9 _ - - - - _ - .W.- - - - - I I I I I I 9000 SW DURHAM RD. TIGARD. OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 .— Jurisdiction Stamp Area oso fie S4S6 IS7. 1 '8 0.59.3(S 1 0`,( 11_ (sij ). COMPOSITE MAIN FLOOR FOUNDATION PLANEl) COMPOSITE 1/32"= 1'-0" I- FOUNDATION PROJECT NORTH TRUE NORTH LIJ 0) PLAN MAIN LEVEL ct ai o co 0o C 0 N w 1 . 11 0 bassetil architects NA 721 NW 9TH Ave, Suite 350 Odif Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 NC 0 @__ C . CA( C6) 4111 NS CIVIL ENGINEER & LANDSCAPE Op Cardno 1..1_3) 6720 SW Macadam Ave Suite 200, Portland,T(503)-419-2500 97219 I I I II 7N E / A STRUCTURAL ENGINEER \, / Catena Engineers � 1500 NE Irving St., Suite 412 Portland, OR 97232 I I I I T(503)-4674980 / X -,\ / ' MECHANICAL ELECTRICAL & �. ---, 7c / \ PLUMBING ENGINEER \ Glumac / � \ II 1 900 SW Fifth Ave., Suite 1600 / Portland, OR 97204 \ 7' , N6 T(503)-227-5280 ••,-._ CI \ / / + / FOOD SERVICE CONSULTANT /� \ I 1� I Webb Foodservice Design 3700 SE Lafayette / \ Portland, OR 9 2021 j' \ N Q T(503)-236-8566 / ! ,\I . II ACOUSTIC & AV CONSULTANT / /�/* / -... / /-, N9 The Greenbusch Group �/ • �� 1900 W. Nickerson St., Suite 201 \ IN 1 Ol �� T 206-378-0569/ --.. 119 / \ \ N 1 1 COST CONSULTANT I\ / / • �� Construction Focus ?77 \ \ 7,/ 740 Almaden St. •/- yL i,-. \.7 , Eugene, OR 97402 1 I f I • T 541-686-2031 / ' H \ / CB - - - . - . - / - / ,crucruo / t PROF 4°4 • I I . ' -.-':.•'.iill %. c. 1457170 1r, (CC) 4.,.. ii 4 4 . mow. • i • i • i • • I . 1 • / + A /t / . 1 / 0;0 , e,8,5),,, �qH 9, ,o' (9)D — — — — —/ ! 41. Tlio.. . 2018.06.11 • EXPIRES: 06/30/2018 I I I I • IC — - - - r 1 I I 1 • . T T . —j . it , • iii • I I 1r"1 • ummillik I I I I I I(-\,___-S— ./46:D 111� • i • II rilli • • • lo • iS B� - - - - - I I I MI I I I I ° ° — __ _ — _ i I CK 4 SD - - - - - REI___>. I. . __> i- - SE -1 - I — — I — 1 CL 1 � � . -SEE S2.51 r --�- - l — l — l — �I I I I o ° — 0 (c-P4 . / .) — -_ REVISIONS DATE II - 411 - N . . foir.\ . . . . . .-\"..+Le 1 I 1 I 111 iiii® i • ii • ,fr±. IP 0 1 II - I I II SEE S2.52 SN 1 L I I So . _,5 I I I I I TIGARD TUALATIN SD TIGARD SP - - - - - HIGH I I I I I I I I II SCHOOL SQ - - - * - - 1 9000 SW DURHAM RD. TI GAR D. OR. 97224 JOB NO: 16992.00 I ISSUE DATE: June 19, 2018 1 Jurisdiction Stamp Area 11) fie S4 6 1S 7. 1 L8 yS9.2)(510(S 11 ( 1__ .1j)i- COMPOSITE UPPER AUX. LEVEL FLOOR FRAMING PLAN COMPOSITE 2 1/32"= l'-0" d PROJECT NORTH TRUE NORTH w UPPER AUX LEVEL oi CO FLOOR FRAMING EDI a) PLAN N i:za W S1 . 13 0_ bassett! architects NA 721 NW 9TH Ave, Suite 350 kip , Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 i NC \ , C � ,C6} \ 0 N2, CIVIL ENGINEER & LANDSCAPE NI \ \ Cardno \ \ 6720 SW Macadam Ave Suite 200, Portland, OR T(503)-419-2500 19 --.I. \ 0 I I ENE / STRUCTURAL ENGINEER —\ 4 Catena Engineers '''''''\ 1500 NE Irving St., Suite 412 I Portland, OR 97232 `.. \ f I II T(503)-467-4980 / / I MECHANICAL ELECTRICAL & 4/-7,-/N--'''''''s/ --- ,, PLUMBING ENGINEER / \+ 41) II I Glumac 900 SW Fifth Ave., Suite 1600 -, / N L Portland, OR 97204 / U I T(503)-227-5280 \ 1.,< FOOD SERVICE CONSULTANT /.\ N 7 Webb Foodservice Design \ �\ 3700 SE Lafayette Ct / ''\ Portland, OR 97202 \ q\18 T{503)-236 8566 . 1� k SEE S2.22 I • ' I \ \ ACOUSTIC & AV CONSULTANT \ N9 The Greenbusch Group / / �i •\ \ / 1900 W. Nickerson St., Suite 201 . / // Seattle,WA 98119 N10 T 206-378-0569 . , / / I \ � , IN11 ) COST CONSULTANT \ Construction Focus / / 740 Almaden St. e .,� / Eugene, OR 97402 CA -- _ \ T 541-686-2031 17, / CB �VCTUA 1 • — \ 5� vPRQ� �� \ 1 , . 7 I _/1,____T --..... ..... c5 'P4/3 ,,,____„ / i i er‘ to _(CC) • 4 lek : \ / — 7 ' �RE�0 54.01 ii • ___ • — • — • _ • _.,0 • • SEE S 2.21 L 4'9CH 9,1"%% V � ��°� M. THO�`�5 CDS -L.--" . 1 018.06.11 LI EXPIRES: 06/30/2018 le 1 [---- _ 54.01 — ri ill 1 — -- I —L.j lit :4 W \l/ r —-1 , 1 '. SAS - ; _ - - � - •_ - - I � • _ 1 . 1 - —17 s ' . -- I I I I f I i - - I ii_ 1 .. w V V _ _- I_ SCK , -� - ° SD - _ - ii SEE 52.72 ° SE _ — — I — I ! I I — I I__ _,.... •_ __ _ SEE S2.53 ° GI . n , _ , -- - (cN . ro /� ell # REVISIONS DATE I I 1 11 I I I I I 1 II 49 I , illik0 . . • .. . • .. • • , i;IL— • • i. i. I 1 II I I I I I ' I 7 • Immo • @_. if— I 1 I I H I I I I I i * . _ SEE S2.54 MI --1 i _.. ,_, SO - _ ■ if _. TIGARD TUALATIN SD I I I II1 TIGARD . P - _ _ - _ - - . - _ _ _ HIGH 1 I I I I I 1 II SCHOOL Si 1-- _ I I I I I I I I , 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO 16992.00 ISSUE DATE: June 19,2018 1 I I Jurisdiction Stamp Area 0 $21 S4 S6 7.,,,___„ ,. ....„ ,.. _„ , (S\_716\ \S92)(S1OS11 ( S1 , . COMPOSITE UPPER LEVEL FLOOR & ROOF FRAMING PLANsT ® COMPOSITE 1/32, _ 1, 0 0_ PROJECT NORTH TRUE NORTH w UPPER LEVEL Lo cn FLOOR & ROOF Chi 0. 1— FRAMING PLAN 0 N ctCO WS1 . 14 bassetti architects NA 350 ik ... Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 tco) C7 NC N2 CIVIL ENGINEER & LANDSCAPE 66720 SW Macadam Ave Suite 200, \ / Portland, R97219 \ \ T(5b3)41925QQ \ \ / 411) I I II STRUCTURAL ENGINEER _„ / N / / / 4 Catena Engineers \ N / I Portland, OR 97232 1500 NE Irving St., Suite 412 \ ' \ I i •� I 11 I T(503)-467-4980 � / / ` MECHANICAL ELECTRICAL & \ \ / , I I Glume PLUMBING ENGINEER �( I41) I I 900 5W Fifth Ave., Suite 1600 ` Portland, OR 97204 \ / , \ / N6 T(503)-227-5280 \• FOOD SERVICE CONSULTANT \ • i \I� 611 Webb Foodservice Design 3700 SE Lafayette 1 Ct. Portland, OR 97202 E 2.32 '�A *t%ttIrtp; I / �N 8 T(503)-236-8566 , 4r SE S I I ACOUSTIC & AV CONSULTANT I � I � / / , / (N9 I The Greenbusch Group i . 1900 W i 1 Seattle,WA 98119 St. Suite 201 S'�\ / ;N 101 . . T 206-378-0569 I II �I / �' IN11 ) `' ` `, �� COST CONSULTANT �j / 740 Almaden Construction FOCUS � t. ` \ Eugene, OR 97402 _ 4 / / '\ T 541-686-2031 CA / 1 ICB - - - - — - - - , RV C TUA y � 5 ,51 P•• of SEE S2.31 \ _ \ 40,,,,,T4-- i4f. >''9PI CC - - - - • -/ I 0- , / II r I ...i. . . . .. . . . . . .... . .. . 10 \ �,9soN 9c►r e, °�°� ma* , / 04. ( D -- — — — — — - — - 2018.06.11 I IEXP • : 08/30/2018 I I I H II - I I I I IGO i , 1 -r- I I I I �I T • im • i , ,_ I ' III 1 1 I 111l ° . i 4 1 l V Yj 0 111 li, 0=0 • T , . • —i 1 _ TIT] I ! II SB - I I I_I V V V S,1 I i @--K, i I I o SD - - - I _ � — . 7-[ . Ad . . SE _.,,__ -- -11-[ ,,, 1_, . . 0 1 I I SEE S2.53 1 r I I — I I I 1-71 _ _ - . _ I — T 1 REVISIONS DATE I I I I 1I,1 I I I VVF__eititti Aiiii: I ii w . , I MLI 0 =NM 0 ,11' 0 1 HII 0 I ,0 1.117IIMILP III ICIO , I } I II I MEMO 0 41 0 - - - — (ID : . . E II II E E_ " —T SN SEE S2.54 TIGARD TUALATIN SD SO I TIGARD I I I 1 ,�I HIGH I II I I 1 SCHOOL *_ 1 - - - - - - _ - - - - 1I 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO 16992.00 ISSUE DATE: June 19, 2018 I I I i II Jurisdiction Stamp Area I eil op S4 06 IS 7. 118 SS 9.2)(S > D S 1 1 ( 1__ t4)S COMPOSITE UPPER ROOF FRAMING PLANCOMPOSITE „32 = l -0.. I- UPPER ROOF CL CL PROJECT NORTH TRUE NORTH W ioi u) FRAMING PLAN 1- CO N w S1 . 15 CD 0L _ - _ N A I PLAN NOTES: • A- A 1 a�6 I V b5�o 1. REFER TO SHEETS S0.01 AND 50.02 FOR GENERAL STRUCTURAL NOTES / fs Q��o I� AND SHEET 50.03 FOR SYMBOLS & ABBREVIATIONS. B • \,- 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. IJ8 $S16,tti • lye+� ( 192.50' ) /� q`�' i) 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects ( 192.50' ) ` DIMENSIONS ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL /...---...\ © ob`' AND MEP DRAWINGS PRIOR TO START OF CONSTRUCTION. (NC / / \ 4. VERIFY MECHANICAL EQUIPMENT LOCATIONS AND MOUNTING DETAILS • / 7 �� WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. c \ \ 6 4„. 721 NW 9TH Ave, Suite 350 / � \ / \g•- 5 X INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO Portland, Oregon 97209 0 32, ( 192.50' ) A �a 0 4/S5.01 AND 5/S5.01, T (206) 340 9500 F (206) 340 9519 ( 193.00' J ..6 \ ob5 try4) / \ © TYP. Q.Q N9 6. (X.XX') INDICATES TOP OF FOOTING ELEVATION. \N D / /�� �0 7. S - - S INDICATES SUGGESTED LOCATION OF STEP IN FOOTING CIVIL ENGINEER & LANDSCAPE (AT TOP OF FOOTING), REFER TO 9/S5.01. Cardno / / \ � ���' \� ( 192.50' ) •�� 6720 5W Macadam Ave Suite 200, / • / ' b5 T.O. SLAB Portland, OR 97219 / / / s9 8. INDICATES TOP OF SLAB-ON-GRADE ELEVATION. 5 / \ Q XXX.XX' T(503)-419-2500 \ \ • / 55.01 / fiP,„ / 76'�r. 2''6., 9. I INDICATES STEP IN ELEVATION, U.O.N. REFER TO 3155.02. STRUCTURAL ENGINEER / \ to/ /..., TYP. ` / 0 �� Catena Engineers / 0 ( 192.50' ) SO1500 NE Irvin St., Suite 412 o �, • \ F b� \ IN 0) 10. C.J. INDICATES CONTROL/CONSTRUCTION JOINT IN SLAB Portland, OR 97232 eb / ( 193.00' } \ \ Q��o \ �/ > > ON GRADE, REFER TO ARCHITECTURAL DRAWINGS FOR T(503}-467 498E ry / / O LAYOUT; REFER TO 6/S5.01. \� / / MECHANICAL ELECTRICAL & ' • e \� f \\ o \ 4/0 1 .1. REFER TO SHEETS S5.01, S5.02 AND S5.03 FOR TYPICAL CONCRETE DETAILS. PLUMBING ENGINEER �� �/ 0 / / {� { 193.00'} -\ . �' \\ r\5 ( 192.50' ] ,\0 79 �� Glumac / TYP. • �� / 7 \53.1 l / obi 0 (N 1 1 12. INDICATES SHEAR WALL. REFER TO SCHEDULE ON 900 SW Fifth Ave., Suite 1600 8 `I ‘77) / / / 2 77, / QNQ 1/S7.51 AND TO 11/S7.51 Portland, OR 97204 di° 55.07 , / / X53.12 2 ;I- T(503)-227-5280 F • ) ` CONSULTANT -„,,,L / ` \ �[ 19300 ���oj 1 / \ s, AQ 13. I I BEARING WALL W/2x6 FOOD SERVICE INDICATES WOOD STUD f a S3.D1 /.40,• \,- \ / ,2'' ( 1925x' ) �o STUDS @ 16'o.c., U.O.N. Webb Foodservice Design \ / -� '/ 0� N 55.02 ,, / k.' / 4 obs 3700 SE Lafayette Ct. \ • T.O. CONC. / TYP. 0/ 0 55.01 Q`� 14. INDICATES ZONE OF REDUCED SPACING OF SLAB Portland, OR 97202 _. EL: 195' 9" / T(503)-236-8566 \ 8 SIM. ( Lilli_ /C, ( 192.50' 1/ TY 415� \ REINFORCING, REFER TO KEYED NOTE 1, • 4 35.07 U f / �� / 03 / ` 15. REFER TO SHEET 57.51 FOR TYPICAL WOOD FRAMING DETAILS. ACOUSTIC & AV CONSULTANT 0 / / \ 0 The Greenbusch Group 28' 0" 193.00' ) o / / \3 ? ( 192.50' ) o Air T.O. CONC. / /( \\ q� �' / �- / X53.12 f 1-'"----...,,,„„ 6 • e, J 1900 W. Nickerson St., Suite 201 • �\ : 1 , b f �� / < Q�Q 16. ,2� INDICATES SIMPSON HOU HOLDOWN AT END OF SHEAR Seattle,WA 98119 �.'' +3\ \ i r' e ' / / ' f / WALL. REFER TO 2 AND 4/S7.51. EXCEPT WHERE S/HDU IS T 206-378-0569 H / .:-. CD \\ - '. _� / ( l 0, }\\ /�- 76 �„ NOTED, HOLDOWN SHALL BE FASTENED TO (E) METAL �, / c/� STUD AT END OF E WALL. HOEDOWN STUD SHALL �- - dea, ( I / COST CONSULTANT 7CA �_� - I - �� - - - - - - 1. ( 192.50' ) WEB.SWHIST ERE ONLY ONE ME) STUD OCCURS, INSTAIN.) STUDS FASTENED LL (11)) Construction Focus 1:.: I /� 600S162-43 x 3'-0" PARTIAL HEIGHT STUD FASTENED WEB , � � / 740 Almaden St J _ L TO-WEB TO (E) STUD W/ (10) #10 SMS IN (2) ROWS Eugene, OR 97402 I L 0 _ .. © � - J � � \ T 541-686-2031 4 /� ,e EQUALLY SPACED. • ( 193.00' ) ( 93.00' ) ip - ( 193.00' ) -5" 12'- 1" 12' - 1" 12'- 1" �+ i. • { 192.5D' }� 0[ 194.17' 1, 17. REFER TO SHEETS 58.41 AND S8.02 FOR ADDITIONAL INFORMATION AT • o CT in \+� _.- ../. .0' �'N...,.........k, e sb \ .. �� �' �ob�� \ BRACED FRAME FOOTINGS. . . u 01,; +�� !..4,4i) 6 4, .., Ilp - ; o. Ar "...1., \ ,� / ,_; - /:. . '9% 18• INDICATES EXISTING STRUCTURE TO REMAIN. y� 1�h o e / 78• [___. ..1 ��1. , -40, itilip C B I f X X .7--"=---. _ ' • � A 5 19. REFER TO 3/S5.04 FOR REQUIREMENTS AT EMBEDDED GUARDRAIL �ico illf L J r _} 7 t.,, \ L / OJ �/ ( 192050 ) POSTS (BY OTHERS). .0 0 ' 5704 . 1 ( 19300' ) / ( 19300' ) . LOGO QSO ( 193.00' \ 1 f:;--;-- 08 20 ►. • TYP. / o ` 0 KEYED NOTES: kk 01 { 194.00' - L, - �� .. 194.00' ; - 1Q _ 5 07 IRE 012020 8 Aif; �( ) .. ( 194.00 ) " � ( 194.00 ) ( 14' 8 1/2 �' TYP P S OBI3 r 1 r _ S3"02 ' 40o, W/ #4 @ 16"o.c. EACH WAY AT MID DEPTH \ - 3 03/4 /. r 10 _ ,� �j b� �� / • 1' v EXCEPT WHERE SLAB IS SHADED, REDUCE SPACING TO 10"o.c" -TYP 85:06•• • - p 0I- i • f �� � qv 4" CONCRETE SLAB-ON-GRADE W/ #4 @ 10"o.c. EACH I .____2- s;,--k- /•-A, , ./ il - ' - ',-.A. Al ._ .-- -._ ,'-•=il.- -ic : /--A - ',->' ,s‘T __J-„ . . WAY AT MID-DEPTH OVER GEOFOAM \ 'r FRAME ,l. `/'.,' / 5 © NOT USED ( LMIMI O I 1 \ \ € 0 = / ( 192.50' ) 53.01 D 8 T.O. CONC. 5\ /bs) { I 2 ( 193.00' ) o: - K • B `• TA ' TR , E', 'EF. - 5.0 -Co*RD • •T 55.07 EL: 195' 9" , L_ ;40. 'k I 100 I p / / 4 LOCATION WITH STAIR DESIGNER. • t� TYP. 56.05 \ \ ( 193.00' ) �^� / AI�0 n / \ • 4 CONCRETE SLAB-ON-GRADE INFILL W/ #4 @ 16"o.c. EACH WAY AT /� I I�- \� ���� -„-P-A-___,.7--A\� \1 �� L_/- _.��'� � �. e `' N.' i:-,.. ® N 1 hale: / 5 -� '--PHASE 1 MID DEPTH .. i - - - ( 3l77 PHASE 2 (cc)... . ... . . - - - -. { - - - - 1 \ I �_.. �` =C�.19 - Co- S , : O . 1 F� .". c L-`� J I r I I\ \ o ..i5 _/_ ._ A 4 S ( 192,50' } yOAtoEACH WAY AT MID-DEPTH. REF. FOOD SERVICE DRAWINGS � M o O I I �b CD I �����-1‘._t;' • { 1933.00'1) ( 193000) `�' I ( I \ e NW Di \\ O ALIGN NEW COLUMNS WITH (E} COLUMN LINE. VERIFY LOCATION IN FIELD. A- ( 192.50 ) ' I 1 +c,\mob co1�bA 8 PROVIDE CONCRETE PLINTH ABOVE FOOTING, REFER TO ARCH FOR I �,, • I 1�`' F 4 DIMENSIONS. REINFORCE W/ #4 @ 12"o.c. EACH WAY AT TOP. PROVIDE �l 1' I SSS c7S� SUS 55.03 MINIMUM OF (6) #4 VERTICAL DOWELS INTO FOOTING BELOW. LOCATE • 13 S3.D2 !` 4 I �2- \ 1- = 'SE' TE D - •O O' OL N TOP •F F�•TI S3.D2 �� X3.01 I a I �` ©L J \ 0 p - - - "- - -" 5 O FIELD LOCATE COLUMN CENTERED WITHIN INTERIOR WALL THAT IS ALIGNED t • i. • _ • _ _ • _ • li • w • _ • _ • _ • _ • I Q 12 \ ( 193.00' )I WITH AN (E) INTERIOR WALL @ 18'-0"o.c. MAX. REF. ARCH FOR ADD'L INFO. { co � I( 193.00' ) - - - m . AT FIRST 15 FEET OF PARTIAL HEIGHT WALL, PROVIDE TSN 600MW-48 o { 1 +�\mob �,, I (E} FOUNDATION, TYP. SISTERED TO WALL STUDS USING ALL PRE PUNCHED HOLES. ANCHOR BASE AT PHASE -�`� - OF MIDWALL STUD TO CONCRETE SLAB ON GRADE W/ (2) 3/8"0 GR 36` { / 5�' ADHESIVE ANCHOR W/2 3/4" EMBED. 6 REVISION 8/21/18 - TEMPORARY�04� PHASEE 1 BRACE ���`�� ��+�0 J LINE 6 �+p� ( I� i ,�S 0 \ 5 REVISION $10811$ f S5.01 r i II V - - ❑ I 4 REVISION 7111118 \ - -1 r -- TLJ ( 193.00' ) LJ3/ L '\ L- ..._-,1I I._- ..-J 1A - - 2 PERMITREVIEWCOM- PHASE1 ........., � ,... �� .. ,.��...,.� ...,,..�..�.....;�:..� -- . #` _ sfs/l-- 1 B P2 ADD#2 4118/18 \ PHASE 2 A L -O L _ I L J :\ ^ c 1 © 1 C OD SIM. Op SIM. 2' 0"TYP. w SLAB INFILL ATOP (E) FOOTING /it\I\\( 193.00' ) I ( 193.00' ) U.O.N. wAFTER {E} COLUMN IS REMOVED. REVISIONS DATE 56.07 56.0 1( 193"00' ) ( 193.00' J a4 \ { ,b N \b \b PROVIDE 0.18% MINIMUM OPP. T 2' 0"TYP. / { +g\ +5\ +g\ REINFORCING U.O.N. i h� �h 5h �' + 0 SSS O �,5+ 05,,,,,,N.,,,,N il 6 I „ 1 ( 193.00' ) ( 193.00' )1-i _. ("\\16) 5.01 � *:LD;:4L, :Bcy, AI 5 L J L N TYP. I 55.03 TYP. 10 '-" J MIV 55e[ 193ID0 } �' • S1 E1 iar- ---- 1CMUftFILAJ - 1-`-'-'-'- '• 1� ( I c3\ +51 ice' � h\\ E2 E OPEN/NG. 3 `� 0 3 I h� h� � REF. 3155.51 Jj ��+ ��+ ��\. U • v'a�+ e I( I ,).'i © �S5 © ,�S' © .�`'�'h . S2 ( 193.00' ) ,�o e { 193.00' } ( 193.00' ) [ 193.00' } . I T r- 4 C.J. C.J. ®IW I L J L J L J I 1 L 0 L ©@__ \ 1 I J 13' 6 3/4" 1 _ z TIGARD TUALATIN SD 21 - OD. 55.01 _ ( 193.00' ) ( 193.00 ) Q +�� �' ',id ( 193.00 ) TYP 55.02 �j ( 193.00' ) cv "� 10 , TIGARD \, © I I TY P -/- TY 8x8 MAX. OPENING IN (E} WALL. :. . .. . ... . ... .. . ... .. ... .. I P. REF. 7/55.42 AND ARCH. : . .. . . .. ._ { I �o € �b HIGH 1 VP . • . .. . .. . ... .. . . . .. . . . . . .. . . . . ... .. .. . ... . . . . ... . . .. .. . . . . .. . ; ,z, S C H 0 0 L \� \ . k /..--\-\\.--},_.-- k h��\ 6 - h+�+�\ . ... . . _ _ _ _ _ I 0 . . - 1tioGsl O L i,..., i . . ...: . . : .. . 1 , 19300 E CONC. STEM WALL AND FOOTING I • • • • • • • • • • • • • • • • • © 0 9000 SW DURHAM RD. +`h\ � r �"�� -�3 ��� I I }`�� TIGARD, OR. 97224 PAP p _,$ EL. REF- ARCH �� �� :1: �� I 113�� TYP.55 06 JOB NO 16992 00 - Ai H r \ r 1- I ISSUE DATE: June 19, 2018 IJ ©L - . L t© L - -I ( 193.00 ) 1 1 JurisdictionStampArea L ( 192.00' ) OD Op \ ( 193.00' } 1 1 A ( 193.00 J �( 19300' ) b b - u_ .. I ��h\� 6 0 �h\� L > \ OO { } (E) CONC. STEM WALL `' � 1' 6" ( 193.00' )i 1 �c�5 AND FOOTING -- -" -,,,,,,‘„1/ MIN. 1 \>,, I • '17, �Alk ( 192.00' )Q \I - F _ - o r r, BRACED FRAME J - -� - - - i r �� - T -t - I 15' - 6' / 25' 0" 15' - 6' I __ s I 192.00 )L J , 9 I I ( n e ( 192.Di,' ) I I I1 ' �isti e 56.08 DSE . S s MAIN LEVEL I \t INFILL {E} WALL 0_s6.08 I �© �`ti+�� �� `ti+`� © I 191.50 } ,�I I A d OPENING W/ 1.- FOUNDATION o �I I • - 55.01 r ��5 55.01 r -\S5 55.01 r ( Oi1 6005162 43 @ 16"o.c. W�� r. - - _ = cn PLAN - AREA N1 \J/"1 :L � IP f L - J L - I 8.04 58.D4 € L - L -1 ''''v r �� .© S� y' k+ r C k �� © ( 192.50' ) ( 192.50 ) 0 I •' 1 © C NEB( p • ( 192.50' ) ( 192.50 ) A • - _1' /2" : . ;. -II , 22' 2' 8" 54.D1 56' D" 12' 8" : T �32' 1"�, .1., ;:. MAIN FLOOR FOUNDATION PLAN - AREA Ni S2 . 11 .� - - cH,,,..i.l...0. _.:`.�.il�i Ili 1 81h Ctl i I Y�JIII LVWYiIVh i i J Yy�NL�Y�h J,I��Y 1.11 6�uL11 .1 •TCA OPY ��00 C , �� ,OJT` iiii 1/8" 1 -0" P► 1 _1/3,, PLAN NOTES: 1. REFER TO SHEETS 50.01 AND S0.02 FOR GENERAL STRUCTURAL NOTES AND SHEET S0.03 FOR SYMBOLS & ABBREVIATIONS. I / 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. /18S1S't9tti N cip 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects \ / DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL �? AND MEP DRAWINGS PRIOR TO START OF CONSTRUCTION. / O A \ / 8 4. VERIFY MECHANICAL EQUIPMENT LOCATIONS AND MOUNTING DETAILS 9 WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. 721 NW 9TH Aye, Suite 350 ( 195.83 ) ' Portland, Oregon 97249 5 O INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO T {206} 340 9504 F (206) 340 9519 4/S5.01 AND 5/S5.01. -1-' i / / \ 4. o \ 6. (X.XX') INDICATES TOP OF FOOTING ELEVATION. / CIVIL ENGINEER & LANDSCAPE 4, \ 7. S- -S INDICATES SUGGESTED LOCATION OF STEP IN FOOTINGCardnO / (AT TOP OF FOOTING), REFER TO 9/S5.01.-,. / 6720 SW Macadam Ave Suite 200, Aiik Portland, OR 97219 / 8 / illki ii/4"1040444400, \ \ \ / 32 8• XXOX XX B INDICATES TOP OF SLAB ON GRADE ELEVATION. T(503)-419-2500 `.110 S5.07 \ 8 NC �` STRUCTURAL ENGINEER ` 9. �i iii INDICATES STEP IN ELEVATION, U.O.N. REFER TO 3/S5.02. Catena Engineers • 4 ` /�� / 6 / \ S3.i 1 (R ') 1500 NE Irving St., Suite 412 O 10. 1 C.J. ( INDICATES CONTROL/CONSTRUCTION JOINT IN SLAB- Portland, OR 97232 1b / JQ` / /��`� /( 192.50' ) ���,'j / ) gyp' / ON-GRADE, REFER TO ARCHITECTURAL DRAWINGS FOR T(503)-467-4980 U CONCRETE STEM WALL LAYOUT; REFER TO 6/S5.01. '' 0 /7- / REF. ARCH FOR TOP OF / MECHANICAL ELECTRICAL & try 4y\� / 5 / / \-7F1-2 WALL ELEVATIONS \ 11. REFER TO SHEETS S5.01, 55.02 AND S5.03 FOR TYPICAL CONCRETE DETAILS. PLUMBING ENGINEER 9) { 194.17' ) 33.15 / 53.01 j \ N D SG,t / 2:/ / r/ /� ,O• 12 .. .'''''';---$' INCATES SHEAR WALL. REFER TO SCHEDULE ON / / ��( 192.50' ) \ - dsT4 6', X 1/S7.51 AND TO 11/S7.51 T(503)-227-5280 I6, / / -.. --... FOOD SERVICE CONSULTANT 1 INDICATES WOOD STUD BEARING WALL W/2x6 Webb Foodservice Design +`5\ j 9 / 2'.0„ STUDS @ 16"o--, 4140 411) .c-, U.O.N.• SE Lafayette Ct. �5��`E� ( 194.17' ) - it,- 53.1 �I / J y q \ / \ ( 192-0.50'\ oCr T 236 8566 Portland, OR 97202 / !' 14. INDICATES ZONE OF REDUCED SPACING OF SLAB (503) o \ \ ?'0• �� I REINFORCING, REFER TO KEYED NOTE 1. �' �!p Typ / \ / ACOUSTIC &AV CONSULTANT (1, \ �! 15. REFER TO SHEET S7.51 FOR TYPICAL WOOD FRAMING DETAILS. The Greenbusch Group / \ \ \\� 0A 1900 W. Nickerson St., Suite 201 / \ i`� a J Seattle,WA 98119 F A\93 / \ ( 192.50' ) 06 32, 16. ://,� INDICATES SIMPSON HDU HOEDOWN AT END OF SHEAR T 20fi-378-0569 O 0Aif' +s / 8WALL. REFER TO 2 AND 4/S7.51. EXCEPT WHERE S/HDU IS ----\ / { 193.00' ) 4 \ y ( 19200' ) ��f, NOTED, HOEDOWN SHALL BE FASTENED TO (E) METAL NE / / /0, 8 qCF2 53.1 \ e� STUD AT END Of (E) WALL. HOEDOWN STUD SHALL COST CONSULTANT IDfrallikss.oi / I �F,p ,.........,,,.,,,,,.,,,::3. < eN6 CONSIST OF {2} 43 MIL (MIN.) STUDS FASTENED WEB TO ConStructfOn loccHues.wor/ �3�4' i) /y \ SAO WEB. WHERE ONLY ONE (E) STUD OCCURS, INSTALL (1) 740 Almaden St. Q \ /� ! Ry O ( 192.50' ) %p4bAkTYP. 600Si62 43 x 3 0 PARTIAL HEIGHT STUD FASTENEp WEB Eugene,OR 9744111,1111!fr 8 \ / FOF ( 193.00' ) 5 �\ \ 55 01 TO-WEB TO (E) STUD W/ (10) #10 SMS IN (2) ROWS T 541-086-2031 S3.1 / / t 't--q \ 2 / 53.01 / EQUALLY SPACED. 17. REFER TO SHEETS 58.01 AND 58.02 FOR ADDITIONAL INFORMATION AT R �3\� [ 193.00' }0/ 35.01 TY#�. \ .� M� \ :•` 00 ik / \ y / h, \� '( �i T[J�-1- �\ \ syr ` / / Q ` �! / BRACED FRAME FOOTINGS. 5 PRS �( 55 /( 194.17' ) f \ 9 / / ,o. oi9\ .4' \ \53.01 \ ��Q / / \ \ o�o�+� / 3?• 3 18• INDICATES EXISTING$TRUCTURE TO REMAIN. 4 rr9© ry J /��' / \ 19. REFER TO 3/S5.04 FOR REQUIREMENTS AT EMBEDDED GUARDRAIL 0 / /� % v /��� / < 111 ePOSTS (BY OTHERS). ✓ / // �` T.O.SLAB / Q ( 192.00' ) \ 1-1-,c, 1O419s0 © \ \ / . EL: 194' 0" / �k' /Oi ,. ( 192.50' ) H T + 2 18. 20 0 08. / �� / \ c-1-3 \ KEYED NOTES: - S:08/30/2020 [ 192.50 ] / / \ 2 / / ) / / \53.11/ < O 4"CONCRETE SLAB-ON-GRADE W/ #4 @ 16"o.c. EACH WAY AT MID-DEPTH e +�� / / \ / / / 6661 \ EXCEPT WHERE SLAB IS SHADE REDUCE SPACING TO 10 o.c. / D �-` / `� �. :: \ E •,. 4" CONCRETE SLAB-ON-GRADE W/ #4 @ 10"o.c. EACH 55.01 / / / ( 193.00' ] ,,'''''L''"-..•/ / F . \ WAY AT MID-DEPTH OVER GEOFOAM O /\ ( 193.00' ) _ � / / � / / \ 401 NOT USED TYP, 55.02 \ o \ / / \ \ \ \ \ �: �8��, 4, \ �. 44> RI ' E F. ' 5.0 O DI TE I0' 8 , ,ci LOCATION WITH STAIR DESIGNER- R / !0 �'P'9e ( 192.00' ) / FILL /#4 @ 16 o c EACH WAY AT 3i4• ale,. \ O \ 4"CONCRETE SLAB-ON-GRADE 'NFU W �0 .,/ 111) / • \/ © MID-DEPTH / F . -410b ( ( / li-/ to`Ip3 / . ‘r)'''' 4P C✓ +3i O ( 192.00' ) / / \ \ EACH WAY AT MID DEPTH. REF. FOOD SERVICE DRAWINGS Ask • / 1 10 IL . . S5.01 / • ALIGN NEW COLUMNS WITH (E) COLUMN LINE. VERIFY LOCATION IN FIELD. ( 193.00' J 8-1,3 / S3.1 / x.01 e `� / \ \ ` / TYP. • PROVIDE CONCRETE PLINTH ABOVE FOOTING, REFER TO ARCH FOR �� \r ( 19 00' ) 8 DIMENSIONS. REINFORCE W/ #4 @ 12"o.c. EACH WAY AT TOP. PROVIDE I �-� . O �1• •,,/ / / MINIMUM OF (6) #4 VERTICAL DOWELS INTO FOOTING BELOW. LOCATE < ��� �;, / • BASEPLATE AND GROUT FOR COLUMN AT TOP OF FOOTING. ( 193.00' ) / �` 8' / \ / \ i.. I•• S5.04 / 9 FIELD LOCATE COLUMN CENTERED WITHIN INT RIOR WALL THAT IS ALIGNED A / 8-3' / \ WITH AN (E) INTERIOR WALL @El 8'-0"o.c. MAX.EREF. ARCH FOR ADD'LI INFO. A w�+ F��Op�. \ #4,43,/ $' 9, / AT FIRST 15 FEET OF PARTIAL HEIGHT WALL, PROVIDE TSN 600MW-48 3 .M-94/e/1( . h, / ` SISTERED TO WALL STUDS USING ALL PRE-PUNCHED HOLES. ANCHOR BASE 3 / 55.01 p "` / �1,. (188 0' ) r. VERIFYW/ • OF MIDWALL STUD TO CONCRETE SLAB ON GRADE W/ (2) 3/8"0 GR 36 6 REVISION 8/21/18 -`, \ 0 4 ADHESIVE ANCHOR W/2 3/4" EMBED. 5 REVISION 8108118 /AI 1, ELEVATORREVISION 7/11/18 ry / .. / f��/ \ MANUF. 4 �8 5 •/. 1 A� S5.02 . / \ 3 PLAN CHECK 8/21/18 (9-4-0 cc;St' ` \ 1� • 2 PERMIT REVIEW COM 6/4/18 ,�� / ry A 0�.. +'�\� \ SS9x5x1/2 - 1 BP2 ADD#2 4118118 Com' b`.00 �Q �� ' GUIDERAIL 11.11. 1"...,,,,,,',1404 r,- \ \ 1 �,S`' ( 193.00' ) � / eb • J© / EL. REF.ARC IiINIP A\* REVISIONS DATE ( 192.50 ) C? /AI p`�,`2 I132 8 S6.03 lk _!-_ : _ t • . • ©� ()10°� ® 0 +c2i4 © TYP. EL: 188' 0" N IZIF 0 iiifalN1 A / -, A A / , . Co cv 2'-0" 9'-5" 41'-2" / \� `�s� /�\ • fit-L. .1 / ,f / b+b`� O� J��4+f .. . / S1 El 1 T �o / 6' 0„ ! �� ( 193.00' J ��� ©_ • / 2 - ,\ \ .. ), O _ - - X53.01 p. ( 193.00' .. S2 7 A ( 194.17' ) - o ,n r _ NV - - - - - - �,B..R.ACED FR ME` 1 I - / - - r I L - J °, ( 192.50' ) __ A 7 ® ( 192 00' ) - 1''''N'N' TIGARD TUALATIN SD 4 TIGARD a i 6'-0" .i., g ,. 5 _. - - -. �� 55.01 1 ,L \� r? / TYP. 1 1 �3 +�� A _ U I \z 6 HIGH Q Q 53.01 • s5.o 1 I 1 7} - I e @ , 1 r SCHOOL F;;\ QQ L J i I: ', I 1( 192.00' ) © J I' "' ( 193.00' ) v L + J .� 9000 SW DURHAM RD. o 1 TIGARD, OR. 97224 I © • f JOB NO: 16992.00 ISSUE DATE: June 19, 2018 N IJurisdiction Stamp Area 3i , A .• v 00, (CC) - 1 0 - C.J. C.J. ik ..4) ---e-I- 1 i - �1 O 55.01 � -'• ( 193.00' ] ( 193.00' ) TYP. TYP,S5.02 U • MAIN LEVEL CMU INFILL AT (E) FOUNDATION o_ OPENING; REF.3/S5.51 • w COqzr ii PLAN - AREA N2 CO , . co ' 2 I)N MAIN FLOOR FOUNDATION PLAN - AREA N2 °C 52 . 12 co w 1/8"= F-0" 0_ NA0 4 4 PLAN NOTES: S6.08 56.12 opp, N8 • 1. REFER TO SHEETS 50.01 AND S0.02 FOR GENERAL STRUCTURAL NOTES AND SHEET 50.03 FOR SYMBOLS & ABBREVIATIONS. ``>� 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. Aft• /Ja1,s1sett/1/f ��`} TYP �ry �7?,1-7 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO / �;r .``56.09 }} 9 / a 3 DIMENSIONS, ELEVATIONS,SLOPES,AND DRAINS WITH ARCHITECTURAL architects ry DRAWINGS PRIOR TO START OF CONSTRUCTION. / 1Y a �� 56.08 TYP. ? 8,, 4. VERIFY MECHANICAL EQUIPMENT& DUCTWORK LOCATIONS, j6 x . OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS • `36 S6.03 72,1.74 } ZY2x7 PRIOR TO START OF CONSTRUCTION. 721 NW 9TH Ave, Suite 350 / ?7 9 N9 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; Portland, Oregon 97209 X44 4--) NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO T (206) 340 9500 F (206) 340 9519 �� • 46Ic`3 o TYP. ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. 1 / V i4," r T.O.SLAB • }ry‘06: I I?,7 ® / 6. XXX.XX' INDICATES TOP OF CONCRETE FILL ELEVATION. �e �� 2I 79 S7.01 CIVIL ENGINEER & LANDSCAPE / �i ,•�` � �NIIIIII ���� ?�' 6 7. //////),/,/,./.4/ iii�ii i i INDICATES STEP IN ELEVATION. Cardno r ?Ai � //��i © 6720 SW Macadam Ave Suite 200, • �. ryb �� ZY • 8. BEAMS ARE EQUALLY SPACED BETWEEN GRED LINES, U.O.N. Portland, OR 97219 �� �\ SIM. 56 76 3S TL: 209 EL �� T(503)-419-2500 / / 19. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/S6.01, U.O.N. ; 6 EL: 209'-1" •.rywN 1• eA © l 72k2t}b 7?-rj9 TYP. O 10. FOR BOLTED BEAM TO-COLUMN CONNECTIONS, REFER TO 3/56.01, u.O.N. STRUCTURALENGINEER ��' YP. S6.09 x�4 6 �� s6.D2� Catena Engineers / �b �`6', 146Ic. ry 1101.. 1. REFER TO SHEETS 56.51 AND S6.52 FOR TYPICAL METAL DECK DETAILS. 1500 NE Irving St., Suite 412 © Portland, OR 97232 )1101111 • }�� d ��G,o�C�( �3�4 �� p 79 � T(503)-467-4980 4SIM. 56.09 12. I l INDICATES FULL-DEPTH SHEAR PLATE CONNECTION, o b S6.0 TYP. '0" REFER TO 2/S6.01. w?7 �ry �'7 10 j2�79 • �� / MECHANICAL ELECTRICAL & b ! 6 S3.11 w INDICATES WELDED SHEAR PLATE CONNECTION, 41 N111 �ry L. X46 s'1 � AP /0 2 `�?6 s�� . PLUMBING ENGINEER o} ICS �, TI:P1 C� S3.1 REFER TO 2/56.01. Glumac ! ry13. REFER TO SHEET S6.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS900 5W Fifth Ave., Suite 1600 -- ,/,9'' e , T.O.STEEL *� o ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. T.O. SLAB `� b 97204 L. 209-4 / / (503)-227-5280 1 E ' 34" ry} ry EL: 208' 0' ya`b \� S3.01 © ��� �o w/ 14. [XX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED Portland, R A�` % `� �� ?-I-j ALONG BEAM LENGTH; REFER TO 2/56.51. • y2 -Is �� wi?� s` 9 FOOD SERVICE CONSULTANT ,moo U } 15. [ -X- ] BETWEEN WF BEAMS ON WF GIRDERSREFER TO2/S6.51. Webb Foodservice e A 4IS3 �' ryb • ?6 X X INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTEDC Design / �46Ic\ b \ �o : 3700 SE Lafayette Ct. TYP. `7 n, `�\, o Portland,OR 97202 • ' ‘4,41111 16. c =X' INDICATES UPWARD CAMBER AT MID SPAN. 55 07 }ryb s'�o� TYP. 3 1I'j? .`vim ��o �, T(503}-23fi-8566 �b ` 56.01 -2/4.,,Tlif TYP S3.1 X79 mac., 3� 72-I'j9 17. -�---- INDICATES WELDED MOMENT CONNECTION; REFER TO ACOUSTIC &AV CONSULTANT --` ,� SIM. ry l4 •© 4/S6.01 AND 2/S6.02, U.O.N. © � i J TYP 0 The G eenbusch Grau ® /I� � 4 �� � 6 � 1 }.� ry 6I C` �,' \ ;f, , m® : . _ Sk�.O S6. moo . 7 7 56.01 TYP. S6.51A k ��� 226 56.03 4 18 SPACING 1900 W. Nickerson St. Suite 201 o o i8, T.O.STEEL - - r x x , ®-: •S6.02 �j- • Q S6.05 56.05 S6 03. 0 56.08 �--� A.S. INDICATES ANGLE STRUT BRACING AT EQUAL 10' 0" 3 o w o 1 -TY• o TYP. ry ry / Seattle,WA 98119 a� EL: 208' 8" ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/S6.02. i 76� a 1 � 7 T 206-378-0569 (6) ?6 ►r , - W21X44 W21X44 1 h ? 4 - - - - - �. '2- -, dY2/.® h 8 'r79 W18X35 I I I A �ry 4 I ry 19. r 7 INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUM �; l ��,; I o \ T.O.STEEL 12 I I 0� At * e 56.08 56 1� I ### LBS I OPERATING WEIGHTS AND WCLUDE CURB WEIGHTS. COST CONSULTANT ` 2 [.. :� `� ry� ��� 56.51 ��\`V ak L - - - J COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT Construction Focus Q I Q EL:210'-4 1/2" 56.52 LOCATION. \ .O I e 740 Almaden St. yW10X12 F r . i i S6A� a •. T.O-$TEE EuL:2 1 ♦" I �'r S EL: 20T-5" y gene, OR 97402.iffy X i ,� X iiii�� 4 r�t a'�` mob+ \ b .. , 1b SS7?6 ��'`� 20 FOR O.W.J.TO G REQUIREMENTSURAL NOTES SECTION XVI ON 50.02 AND 110.02 T 54186 2031 x\ r' �` Xv 56.05 �/© 56.51TYP- `30NQ•�Q �.� � *c� -I�j8N/`��' • fL:210-83/4 x 03 ! 56.11 21. INDICATES ZONE OF REDUCED SPACING OF SLAB3_ W10X12 II _ / 3 56.05 TYP- II�� sc ��1b REINFORCING, REFER TO KEYED NOTE 1. ���D PRe 0 C R,4` �. - _. - - - - - - i= ce /ti -- 22. INDICATES EXISTING STRUCTURE TO REMAIN. �� i C� ` / �� �� 8 ` 04,17 Il> • Aft 78x3 �_` 7 S6.08 . - 1 I A.'--.•,..s 3 / . . / / 6 �'�' 56'05 6,4b./ 40 �S3.11 N B 23. INDICATES SNOW DRIFT LOAD (PEAK LOAD SHOWN). WHEN -� �e S6 16 a ya`ti 4 �� SNOW DRIFTING IS CONSIDERED, A UNIFORMLY DISTRIBUTED 'OREGO © / / 5605 \© 56.09 SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT ��RCH zoo , W16x26 W10X12 10� <''s:: �s 3 pH ����- S3.02 © ©1141/4 1 ;(-3`) �~: 24. REF.3/55.04 FOR REQUIREMENTS AT EMBEDDED GUARDRAIL POSTS (BY OTHERS At T2018.08.20 co • in 3 , T.O.STEEL d 6 EXPI• . , :13012020 000 x e'r / EL:209` 10" ' 2 \ 1 A �� ryco 25. SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE 17 TYP. U.O.N. I T,O.STEEL 4\�7 5�/ 3 1 1 S6.05 �'S �� $FRS. PROVIDE CLASS A SLIP CRITICAL PAYING SURFACES AND `� EL: 2D9' 10" 1y27 Q 4, W 18X50 _ BRACED FRAME S71.56 A �' FULLY PRE TENSIONED AB AT WF BEAM TO BEAM AND W16X26 W10X12 • $FRS • _ T ac,,, �� \ BEAM-TO-COLUMN CONNECTIONS AND SFRS WELDS; REFER / -- - -"� W16X26 l3?I c 2 "'. TO SECTION XIlI.6 ON S0.02. W8X1 2 TYP. 4 SEISMIC Ln I .TYP. - / 26 S3.01 I I I SEPARATION co 6 x ink � cIT.O.STEEL wri. KEYED NOTES: T.O.STEEL : x 15I l'-/ -GL$ 1 - -r1 I � 16X26 PHASE 1 ' 3" 18 GA.TYPE W3 COMPOSITE METAL DECK W/4"CONCRETE �� EL: 210'-4 1/2" EL: 210' 9 112" . TOPPING AND #4 @ 16"o.c. EACH WAY EXCEPT WHERE SHADED, W21X44 W1OX12 AT GRID C3 FROM W10X12 i -4- N (CC) \ - 1 J - �Rius oA �D - - - - - r SRT . I " • 1 - T' 58 PSF SE 2 NC REDUCE SPACING TO 10"o.c. I u `�' 3 i03 I MAX. WT-8,500 LBS I ® 3 �� '� o © 3" 18 GA.TYPE N NON COMPOSITE METAL DECK xl x I TYP. 56.01 Lo 1 J E- - = x 1 S6.01 ` .r�l111l1l1_'1 B.O.PLY \ �'ti 04 ce , •� tv ,,, • I 0 i C7 - C� _ II 13' EL:206'-11 3/4' 15/32'WOOD STRUCTURAL PANEL SHEATHING NAILED TO FRAMING W/10d fI s IX A V i / NAILS @ 6"o.c. AT PANEL EDGES AND 10d NAILS @ 12"o.c. AT INTERMEDIATE I 1 h -tic OI Q i I TO �© 1 \ © FRAMING. EDGES SHALL BE BLOCKED,TONGUE-AND-GROOVE OR W8X10 W16X2 W10X12 , W10X12 ++ BIO.PLY ® • S7.52 SUPPORTED BY PLY CLIPS. I o. o. I > O w 1 �110 � � i.; • m EL: 08'-1 1/4" S6.16 r N D O REMOVE& REPLACE (E) GL BEAM.SHORE (E) JOISTS. TAKE CARE © I �+ I Q 13 W18X ¢ el> I W1%X55 'ilTYP. GL BEA ` TO PROTECT (E) JOIST&SHEATHING. I w 53.02 553.02 JI' r r- _(E) 1 I3 � I w I, ' a == _ W/4x NAIL R Q Q • a I 5 9 • TRIM (E) GL BEAM TO LOCATION OF NEW COLUMN. • .cvr , • • �. • �� r t • rfr • �� r r • - • I! T.O.STEEL T.O.$TEEL 56.16 pr I E ,0L2 I B.O.PLY I • W8X 10 W 16X 6 W10X12 W10X12 :: 1: EL:207'-5 1/2" EL:207'-9" i ® L:217'-5 1/2"E. $ S7.51 I ¢ Q ��U- �- �- �y --�- _ --'� _ _ �_ a r ►t O 2x8 @ 24"o.c. 2m m Q : // \\ 9 V B.O.PLY © iIIIIII ' EL:20T 6"j- - - - - E 2x10@16"o.c. T.O.STEEL ° ° T.O.STEEL ( W18X55 ® I G 6 3/4 X 16 1/2 (E) GL BEAM I {E) GI_BEAM [ ) / EL:210'-9 1/2" N EL: 210'-9 112" + . 0 [E) 2x14 @ 16"o.c. �1 HASE 1 W21X44INNMe=Mb WlOX12 -- -- -- _ W10X12 T 207 6"E9) \ - ----� -- - _•__ ORM 41110M -- _ ���-- --. .•„�- _� A4 REVISION 8/21/18 PHASE 2 f4fff41r EL: 207 6 i 3 REVISION 8/08/18 COA 3 I {E) 16" I JOISTS @ 16"o.c. 2 REVISION 7/11/18 Lo I O S6.07 S6.07 © 01 x • , 1 PLAN CHECK 8/21/18 P7 OPP. 00 . I 1 1 7 8"I JOIST @ 24"o.c. �\' C2) © A. / '�W8X10 W16X26 W10X12 W10X12 s s ; O / # \ REVISIONS DATE 2 .4T� ■ ' 57.03 W10X12 W/ ,x NAILER I W12X26 W/4x NAILER .11 . 16"I-JOIST @ 24"o.c. ('--;4111________. o �4) u7 �n u- axo CO Nkt, CV CO CO D ccO Xo CO aXo �© PSF N T.O.STEEL 8 e F ® 3" 18 GA.TYPE W COMPOSITE METAL DECK W/3"CONCRETE TOPPING. 3 1111 1111111Il,,- EL:206' 10" lir 57.52 , W/6x6 W 1.4xW 1.4 WWF AT MID-DEPTH. PLACE CONCRETE AFTER UPPER N W8X10 W16X26 W10X12 W10X12 8.5' LEVEL CONCRETE HAS ACHIEVED 28 DAY STRENGTH. v A_ A I'1 A T.O.STEEL ® 2" CONCRETE HOUSEKEEPING PAD ABOVE FLUTES OF METAL DECK. J EXTEND CONCRETE 3'-0" FROM UNIT ON ALL SIDES. COORDINATE 6"SEISMIC 2 TYP. • I -- ` EL:206 10 B.O.PLY } LOCATION W/MECH. PRIOR TO POURING PAD. SEPARATION 56.01 TYP S6A1 57.52 / EL:206'-10" S1 El r W 10X12 W12X26L JGL 8 3/4x21 (E) GL BAM (E) GL BEAM INDICATES EXTENT OF SLOPING SLAB (TOP SURFACE ONLY). REFER TO -# A �7 - ARCH FOR LOCATION AND SLOPE. MINIMUM CONCRETE THICKNESS @.---\ - W21X44 W10X12 _ - - - W10X12 -4 - - - = 2 1/2". REINFORCING MAY DEVIATE 1" MAXIMUM FROM SPECIFIED S2 A . 4 LOCATION EXCEPT MAINTAIN 3/4"CLEAR COVER ON REINFORCING. 3 0 5602 9 ANISF BEND OR DRAPE REINFORCING AS REQUIRED, I I TYP. I (63.0) TYP. TYP. 4 I INTERRUPT CONCRETE, INCLUDING REINFORCING, FOR THERMAL 56.02f 7 ® ISOLATION JOINT. REFER TO ARCH. AND SPECIFICATIONS FOR N �' Is s I THERMAL ISOLATION JOINT INFORMAITON111 . TIGARD TUALATIN SD o k- W8X10 W16X26 W10X12 `o W10X12 ,. STEEL FRAMING AROUND OPENING. REFER TO 11/56.51 OR 12/56.51 © TIGARD A 43 PSF 'i 6 B.O.PLY (LOW) I 12 © d AliTYP. ,n 'n © EL: 20T 1" M ( "� 57.56i.. 57.56/ 57.56 (2) SIMPSON CMST14 W/ 10d NAILS @ 6"o.c. STAGGERED INTO 2x8 BELOW } - CO c .afldfili °x0 TYP. 14 lic Ir �JI-I I G H c 57.03 A ,i .i 8.5' 3 W18X55 AT FIRST 15 FEET OF PARTIAL HEIGHT WALL, PROVIDE TSN 600MW 48 SISTER ' W8X10 W16X26 W 10X12 W10X12 ; . ._,_AN1_ 4> . TO WALL STUDS USING ALL PRE-PUNCHED HOLES. ANCHOR BASE OF ScI-IOOL T.O.STEELik_ r-___• MIDWALL STUD TO CONCRETE SLAB ON GRADE W/ (2) 3/8"0 GR 36 EL: 207-2 1/2" Il ADHESIVE ANCHOR W/2 3/4" EMBED. 5 03/ 11 6 1/2" / 3 6 EL:56.52 19 PROVIDE SIMPSON 'MEG' HANGER AT GLULAM BEAM-TO-BEAM V 4 I CONNECTIONS 9000 SW DURHAM RD. 41) - -- -- -- TIGARD, OR. 97224 W21X44 W10X12 - _ W10X12 - `� Ir CONNECT E BUILT-UP W12 AND HSS3x8 TUBE TO NEW POST T f SFA - �- - A 0 20 PER DETAIL 4/56.02 JOB NO: 16992.00 'ON '° N 3 i 3 I ■ ■1 4" CONCRETE SLAB-ON-GRADE W/#4 @ 10"o.c. EACH WAY ISSUE DATE: June 19,2018 o A 2 (6.01 TYP. S6.0 j/ TYP TYP. 4 AT MID-DEPTH OVER GEOFOAM Jurisdiction StampArea W8X10 W16X26 'i W10X12 I 1 8 I I I a W10X12 I ® T.O.STEEL El I NS L { /2' %. x 3• •BA • EA' S1• 0 •L • N 7 N N ® WEB, 1" BELOW TOP OF SLAB vi c*) EL 208' 6 112" T.O.STEEL S7.01 a < 1 I 58.04 co II FA � Nir/r71 1" BRACED I I CI - Ln W18X55 T II b `� FRAME W12X26 x Q W/4x NAILER • -, - - ..- 1 - - �� �� SFRS N a 8 O • 4 . • �� • • _ T T.O.STEEL 3 56.16 E I u 1'--1 4Ilk 6 AT © EL:207-2 1/2" B.O.PLY 4 M ('. :o) A 54.01 CANOPY W10X12 \ B.O.PLY111-1 r, ` •• `�S EL:208' 10" +!� T.O.STEEL •EL' 20T 6 1/4' A1 1 2 ' © 0 4 ) © © 2 • w•w. • • • •ai • �� • HH. ... . ...... 53.22 56.51 T.O.STEEL 58.04 EL:207'-0" 58.04 T.O.STEEL ___ __ __ __3c \ ®^ EL:207-4 112"$- AT HSS12x12S8.04 I UPPER LEVEL OPP. � EL:207'-4 1/4" �� - 14 1�� �W 2X2: ' HSS12X12X3/8 = _ ED HSS12X12X3/8 W10X26 © I .. FLOOR & ROOF a 57-0�! `. \ HSS 1212X3/8 .• 1 1 �`� w T.O.STEEL di 1 _110T.O.STEEL 4 • ` I I FRAMING PLAN - j EL:207'-4 1/2" ,� S8.04 I EL: 207 4 1/4"i2 8" "' ('. 8.o3) 56' 0" __6.51 12'-8" 1'-2 1/2" 32'- 1" �• (E) SEISMIC SEPARATIONco / CC-'6}7 ~ AREA N1 (C • _ , • _ • • _ • . , • _ . • _! • _ • . _ . 5 N 410i' J I�Nill cc S2 .21 CO UPPER LEVEL FLOOR & ROOF FRAMING PLAN - NORTH - AREA N1 0 CL 1/8"= 1'-0" NA0 PLAN NOTES: 1. REFER TO SHEETS S0.01 AND S0.02 FOR GENERAL STRUCTURAL 78',0 NOTES AND SHEET S0.03 FOR SYMBOLS & ABBREVIATIONS. NB �- / asseefi 0 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects / A �� e DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. T.O.STEEL ik_ REF.ARCH FOR T.O. ONCRETE 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, iiiEL:207'-03/4" OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS 721 NW 9TH Ave, Suite 350 A ANDING / , PRIOR TO START OF CONSTRUCTION. Portland, Oregon 97209 41A� 3? 8" T206 340 9500 F 206 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; ) 340 9519 T.O.STEEL -A i NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO 4i • 3; EL: 207'-5" 1 e. ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. ir / y1ti<* 0 16. -0 T.O. SLAB INDICATES TOP OF CONCRETE FILL ELEVATION. CIVIL ENGINEER & LANDSCAPE XXX.XX' Cardna 0 8 , 6720 SW Macadam Ave Suite 200, 7. ////1/,,,,,,,,,,,/ INDICATES STEP IN ELEVATION. 1Portland,OR N C A 53.1 1 ,IA e 8 ` , T(503)-419-2500 19 S6.07 l?� �•S 8. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. b� T.O.STEEL `r 1b' x?6����� \ \ \ \ 1 1\0_9-- 9. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/S6.01, U.O.N. STRUCTURAL ENGINEER 1 EL:207' s" 4 �� (1111Kw �� S3 11 `�? Catena Engineers S •- f ,8° 10. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/S6.01, U.O.N. 1500 NE Irving St.,Suite 412 56.05�� fi '` '1SPortland,OR 97232 1ry ��� iit + ems♦. f' \• \ �A / /, 1 1. REFER TO SHEETS S6.51 AND 56.52 FOR TYPICAL METAL DECK DETAILS. T[503) 67-4980 N D / 5 V 12 \ . Ci' TYP. / 12. F INDICATES FULL DEPTH SHEAR PLATE CONNECTION, MECHANICAL ELECTRICAL & kfrfrr 3.15 53.01 Q \ S b REFER TO 2/56.01. s,1-3 � . q �' / PLUMBING ENGINEER No S i ., } \\� 56.5] 3? W INDICATES WELDED SHEAR PLATE CONNECTION, try ' ' _. / �' REFER TO 2/56.01. GIUI7EaC �b 4 '" c 900 SW Fifth Ave., Suite 1600 6 b / 13. REFER TO SHEET S6.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS Portland, OR 97204 b o� 16, ry 6 S7 05 S. �'?7,1. \'� �bb� 0 ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. T(503)-227-5280 56.02 EC' TYP. w7 x�6 �'1 ST° 4IA �' �� fc © 7 FOOD SERVICE CONSULTANT 6l46 14. {XX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED • (C,....y ryry ryb X3,4 ___________} ALONG BEAM LENGTH; REFER TO 2/56.51. Webb Foodservice Design 53.1 10 w27 �} O ��\� W7 }7 / 15. [X-X-X] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED 3700 SE Lafayette Ct. o ilk x44.. (� `� 4 BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. Portland, OR 97202 �� I C46 b �� T(503)-236-8566 } © �b ry o}wry �C„j7� �� ��ry �,�\ .t 16. c =x" INDICATES UPWARD CAMBER AT MID SPAN. i. if v � ACOUSTIC & AV CONSULTANT aq ryb S6.13 • Ir,76 ry}�4k11,7��7 32, 8 17. INDICATES WELDED MOMENT CONNECTION; REFER TO The Greenbusch Group S6.03 �� '`ryb • • 1} ,;\� TYP. x36 Z / `\ 4/56.01 AND 2/56.02, U.O.N. 1900 W. Nickerson St., Suite 201 -. 1 �ry V A3 56.08 Seattle,WA 98119 $_1___() �27-I' �d �Q ryb 56.13 O 56.09 �\ b N 6 18. - Al' INDICATES ANGLE STRUT BRACING AT EQUAL SPACING T 206 378-0569 1�l4 s' ' t,l 1 , ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/S6.02. r� Lia. . • d�c\7/ ya HS56x6X11Q 0./ l W MAXIMUM COST CONSULTANT ! �� �1ryitieb6„/ "0,4GOZ 76 ;\-A, 19 I XXX I INDICATES MEP EQUIPMENT; LISTED EIGHTS AREConstruction Focus e 0 8� 7 ry� x1p #_## LBS OPERATING WEIGHTS AND INCLUDE CURB WEIGHTS. g �1 40 b O� h, �` / L - - J COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT 740 Almaden St. cia 41 4 7 Eugene,OR 97402 53 1 �\ Fip o 3 /O O .`y a ?xj 53.01 wj ®TYP. LOCATION. T 541-686-2031 /0' U' �ry �M © N� / -, ryo�• V' 9 ! /y'�� 2x26 S7.01 20. REFER TO GENERAL STRUCTURAL NOTES SECTION XVI ON 50.02 AND 1/0.02 ro o / A- 2 (b p FOR O.WJ. REQUIREMENTS. }ry �� ((;) / b}�0�, }ryb '�'` 32, ��U Ci T[/ .� �1 d 53.0 ��'�� � � •'� / `8,, I � •a D f / k, © 21. INDICATES ZONE OF REDUCED SPACING OF SLAB 5 P. (�' TYP. �cti / Q�O�� O' h,2 • REINFORCING, REFER TO KEYED NOTE I. ' F ,�► / . ,4. S6.01 o} ryb 714 1Lj6 0 `' 11� 9 ryb /4.. A- 0 1 �` \ -4s 4 ?/16 ,-? 22MO INDICATES EXISTING STRUCTURE TO REMAIN. � r. r / / Q C`7 ¢-‘3- k \ \�/4' \mob a O 48 - �� �p \ }w, 23. INDICATES SNOW DRIFT LOAD (PEAK LOAD SHOWN). WHEN ORE 0 / b p� G \ �b _ - SNOW DRIFTING IS CONSIDERED, A UNIFORMLY DISTRIBUTED ✓,� ��qCN 4,Z�k I �` 27 }cti ya 27 �� 31. �ry SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT x44 X461 �1b ;1 FQ x 4 r46�C; CO \ \ \ �\ a � X72"{2 \S3.11� / C. C --E _ H Thi '. 2018.08.20 Y 6 'i �� 6 � )1 24. REF. 3/55.04 FOR REQUIREMENTS AT EMBEDDED GUARDRAIL POSTS (BY OTHERS). EXPIRES:06/3012020 C`3iq No o}� 7 7 8' \ 53.01 \ b0 A TYP. S6.03 ,` '♦ / �, 4.s ,cry icv \� FQ \ \ �`b • / 25 SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE 1 SFRS. PROVIDE CLASS A SLIP CRITICAL FAYING SURFACES AND b�/ 2j44 : . o}\ry \ \ ryb , h•?7x X72-l26 / 4 FULLY RE-TENSIOED $OLTS AT F AND SFRS WE DS RDFER r© }ry /4 ., ,'I 44 • BEAM-TO-COLUMNCONNECTIONS �'7 X16 �\ /161 TYP. S6.51 6jc`j TO SECTION Xlll.6 ON S0.02. 6x4O �72�I C�' I/� ry C�i C`3 7 \� cb}\q 9 ryb �o�' �? 'to* • / \ / KEYED NOTES: �1 1b \� 7x44/16 © -. . / \ \\ 3" 1$ GA.TYPE W3 COMPOSITE METAL DECK W/4"CONCRETE ;/ s �% try lc`7 56.01 TYP. Ci' • j / O TOPPING AND #4 @ 16"o.c. EACH WAY EXCEPT WHERE SHADED, / , b o� 7 ., ryb ; REDUCE SPACING TO 10"o.c. rah ry N, 4 / w76x4o S6 52 �} �\ Wj 3" 18 GA.TYPE N NON-COMPOSITE METAL DECK 1 ,; T.O.SLAB 8x ... • 15132'WOOD STRUCTURAL PANEL SHEATHING NAILED TO FRAMING W/lOd 53.12 53.010 SF�s Trak ry0 EL:208' 0" Asti"7 •� �o�. }ryNod/ NAILS @ 6"o.c. AT PANEL EDGES AND lOd NAILS @ 12"o.c. AT INTERMEDIATE '%fik o © e 43� © •b j © FRAMING. EDGES SHALL BE BLOCKED,TONGUE-AND-GROOVE OR c`, S6.52 4 ja - • / SUPPORTED BY PLY CLIPS. W12X14 / Aii T.O.STEEL �� ' �� �ry / / O REMOVE & REPLACE [E] GL BEAM.SHORE (E) JOISTS.TAKE CARE ,� e `r'', TYP TO PROTECT [E) JOIST &SHEATHING. EL: 207'-4" El ryb moo ? • 74 / ,o © a 27x44 �} �ry Aft �ry /q © TRIM (E) GL BEAM TO LOCATION OF NEW COLUMN. S6.13 1Lj8x3S �46,c., . 61 • 01fik 0 6/0.7 .-it, bre' 4 � 817p �•.O3 6 2x8 @ 24"o.c. \ W12X14 W12X14 - : _ I 49 ' © Ari �� U' 8,13 �� • \ (E) 2x10 @ 16"o.c. a 56.52 © b S! }1 O 3 x TYP. 56.02 �`� Il ?6J , 5 REVISION 8121118 0 0o CFPP. 56.11 1b �\ \it, C' 4 REVISION 8108118 s� '� 0 {E] 2x14 @ l6"o.c. - V 3 REVISION 7120118 T.O.STEEL ryb ` / W21X44 { 2 REVISION 7111118 • EL: 208' 10" ,� W8X10 a IV •d O 1 PLAN CHECK 8121118 TYP. RTU 1, 3 /H..0- �` \ Fn\ 72�i� {E] 16"l JOISTS @ 16"o.c. 3 MAX. WT :27,000 LBS} / Q yy C) 6 #-..� REVISIONS DATE D S6.02 CURB SHALL : • .--N ?4.1 • ��\ � ryb 11 7/8" I JOIST @ 24"o.c. VP 6 56.03 aTO SPAN UNSUPPORTED ,Ze. �i r A ��\ A ©jam BETWEEN ROOF BEAMS T.O.STEEL 4), illie- -: '' 4 a .- ryb \ 16"I-JOIST @ 24"o.c. N co EL:209'-5 1/2' x 9• . .. , TYP. 56.51 co S® TYP. / 3CN4 rah 56.5 ! 7 . b / N W12X14 W16X26 \ W184 56.1 1 �' '� 56.16 S7r , / 3" 1$GA.TYPE W COMPOSITE METAL DECK W/3"CONCRETE TOPPING. N 1� x ��:`� g�11 /6x6 W1.4xW 1.4 WWF AT MID DEPTH. PLACE CONCRETE AFTER UPPER jai +.\\ �\ x e X 4%. w LEVEL CONCRETE HAS ACHIEVED 28 DAY STRENGTH. ,o Ai.. .o I ' I so 56.11 ?7 � 4 A.S. © � 1`'S 16 \ \ • x44 ,t.� / * 2"CONCRETE HOUSEKEEPING PAD ABOVE FLUTES OF ETAL DECK. 1 C - - - i8 lb © ` v :. _ .• a' , . '- . . -• •r . • O•`• ATE S I E1 T.O.STEEL tAil- 3 t� 7 � 5602 �� / LOCATION W/MECH. PRIOR TO POURING PAD.di E2 lir „ 9'-5 1/2" e 7'-4 1/4" , 7' - 1 3/4" , 7'- 1 1/2" 4' -4 3/4' i \ 553.01) k M / EL:207'-4 ,I , ) 10 0' 3 S6.1 r o * 55.16 A DI - 'TE _ Igo., s- s► . � ♦� � � V � 76 / *WI: OF _ OP� S T �i-=�►•;-�.+=•.�.• ' TO W21X55 $RACED'�FRAME '1'26 \ ' • C ET I KN' S2 L CA - -SFRS- - - - - 1' n W18X35 ` =2 1/2". REIN •RCING MAY DEVI • E 1"MAXIMUM FROM ,'ECIFIED 4 II' T.O.STEEI ,,; �,,, \ •A • , ••'�.A: P '•` IN / ' -L-'R. t. COV R ON REINF•RCING. I�1 T.O.STEEL / I I T.O.STEELW12X14 -1� W16X26 < EL: 209'-0 1/4" QrA - ‘. G EL: 209'-6 1/4" I Q`1 EL: 210'-4 1/2" p . , , F - " `, ,. • -- .0 E INTERRUPT CONCRETE, INCLUDING REINFORCING, FOR THERMAL TIGARD TUALATIN SD 0o V/-//7777/ !l //z2/-2,./. :11.:21//%//_21- : �/. , %221.f1:I! T;%% !f; //�L .: *�eis fel �_ f�lr 1i/. ///. / J ./7%`� / Wi6X2. ` W16X2. WlOXT2 ® ISOLATION JOINT. REFER TO ARCH. AND SPECIFICATIONS FOR 3 EL: 210' 9 112" .- N ❑ o / THERMAL ISOLATION JOINT INFORMAITON. TI GARD _ SO' 7114" -w Algt . c., c" T.fb.STEEL M I - T.O.` EEL ¢ � 1 '< N 4 STEEL FRAMING AROUND OPENING. REFER TO 11/S6.51 OR 12/56.51 14 2 I 53.01 ' • EL: 210' 8 314" I EL:209'-81/4" 7Y P. 57.0 \ W21X$4 W21X44 �4 W1OX12 •\ , ._e �. > • .'. _ r • HIGH CB \ - - I -_I W/ I e E NT• 2x8 BELOW 4 • T.O.STEEL El • % EL: .ST L © SCHOOL 18 AT FIRST 15 FEET OF PARTIAL HEIGHT WALL, PROVIDE TSN 600MW-48 SISTERED A "--5" / TO WALL STUDS USING ALL PRE-PUNCHED HOLES. ANCHOR BASE OF 11' -61/2" , e / 14 MIDWALL STUD TO CONCRETE SLAB ON GRADE W/ (2) 3/8"0 GR 36 F 1 ADHESIVE ANCHOR W/2 3/4" EMBED. 57.03 W8X10 W16X26 WlOXl2 I i I PROVIDE SIMPSON 'MEG' HANGER AT GLULAM BEAM-TO-BEAM 9000 SW DURHAM RD. 3 TYP ` x I I� I MAU-1 A Lo 19 CONNECTIONS TIGARD, OR.97224 .p O M • co `I.- >< A . . WT= co co �' °OI x 6,750 LBS TYP. U.O.N. co 0 CONNECT (E) BUILT-UP W12 AND HSS3x8 TUBE TO NEW POST JOB NO: 16992.00 N I I '. I 3 I PER DETAIL 4/56.02 ISSUE DATE: June 19,2018 W:r 10 I 0 W16X26 W l OX12 • � ® 4" CONCRETE SLAB-ON-GRADE W/ #4 @ 10"o.c. EACH WAY Jurisdiction Stamp Area I I AT MID DEPTH OVER GEOFOAM _ _W8X1� 2 TYP.I 01 I i0- 5601 5 INSTALL (1) 1/2"0 x 36"DBA TO EACH SIDE OF COLUMN 6"SEISMIC x W8X10 il I I I Ix ® WEB, I"BELOW TOP OF SLAB t- -' - J I SEPARATION coI �' T.O.STEEL 114- I-II II IEL: 210'-4 1/2" (CC) \ - - r Y W W21X44 I I ? W10X12 T.O.STFFLY r`IS 3 I ii "' �� 1-3S6 3 \ j: 2iciO3/4 \a o �? o. I I N TYP. 56.02 NI 1 I ; v ! I I W 3 1 1\ I'• 8X10 W16X2 WIOX12 , UPPER LEVEL Ia I m I F A iI " " I I . FLOOR & ROOF I I ._ 1 31 1 ff f W . . . . .� • - • - • - • - • - • - • - • - .sumo • - • - • - • • �. • • - • ; II ., u-) FRAMINGPLAN - M 22'- 0 12'-8" I- - AREA N2 2 N - - w S2 .22 UPPER LEVEL FLOOR & ROOF FRAMING PLANNORTHAREA N2 co cl- 1/8"= 1'-0" • / 0 �N8� . PLAN NOTES: Trp 1, REFER TO SHEETS S0.01 AND S0.02 FOR GENERAL STRUCTURAL • \ / �•� \ / NOTES AND SHEET 50.03 FOR SYMBOLS & ABBREVIATIONS. bassetti/ / ✓SFtir© � '''''' ,''6)" 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN, architects / • S6.06 2'8'' / 32, 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO i T.O.STEEL 11/4 '8,, DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL EL: 222'-3 1/2" 01'4,,'S/ p / DRAWINGS PRIOR TO START OF CONSTRUCTION. • TYP. AT GRID © "7-14,0`'i p 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, 721 NW 9TH Ave, Suite 350 NB, U.O.N. ' "13.4i. qT OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS Portland, Oregon 97209 \ / TYP. ALONG yl,� N9 \ . Off GRID NB o¢� 2�.�4Q PRIOR TO START OF CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 O �1 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; // k. \ NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO 11 & 12/56.51, ov ��' ARCHITECTURAL. MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. / - • .. CIVIL ENGINEER & LANDSCAPE 1 ryo �0 ��Z' © �fr-A �/ A 2j 6. XT.O.XX' B INDICATES TOP OF CONCRETE FILL ELEVATION. Cardno �� o' S6.10 'y' T.0.5 L LOW 6• 6720 SW Macadam Ave Suite 200, • cp Qv J. ✓s EL:222c-�1D'~ / Portland,OR 97219 / Q. �� © �� 7. �i�iiii INDICATES STEP IN ELEVATION. T(503)-419-2500 o ~ ;ph ' N 1 O), \ • T.O.STEEL h:, �O57,02O / 8. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. STRUCTURAL ENGINEER © EL: 221' 8" �' k, ��Iy� '70• 9. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/56.01, WO.N. Catena Engineers / 7/ \ / 56.01 TYP. AT GRID a� ��•� 2�x� - 1500 NE Irving St., Suite 412 • TYP. NC, U.O.N. iti ryo 0 �4`� 10. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/S6.01, U.O.N. Portland,OR 97232 V O �� `` 8 *A4PAbA � S 79• 11. REFER TO SHEETS$6.51 AND 56.52 FOR TYPICAL METAL DECK DETAILS. T(503)467 9$0 `,,Dd 56.03 , 5 O• ��/ • T.O.STEEL �� > o / SIM. �S3.11 FINp[CATES FULL DEPTH SHEAR PLATE CONNECTION, MECHANICAL ELECTRICAL $�/ wiry� 0 ° 2 r 6 �N 12. REFER TO 2/56.01. PLUMBING ENGINEER EL:221'-5" ��� © �� C ,_blip.014 TYP. AT GRID 64-$ G S`, S3'1 S7.02 A W INDICATES WELDED SHEAR PLATE CONNECTION, Glumac S6.09 ,M,1 REFER TO 2/S6.01. ND, U.O.N. 4,`� � q .? , SIM. � 900 SW Fifth Ave. Suite 1600 • 'T ,. S.44bPortland, OR 97204 T.O.STEEL .,� r 6 �4- 13. REFER TO SHEET 56.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS ��' 0� \ \' ., O T.O.STEEL `, T(503)-227-5280 //$ EL: 221'-1 1 1/2" S• 0 `�' 8 S3.01 S7 02 ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK.1No EL: 228'-0 1/2" /• 16 56.03 ��� �� El \ � e �74a.30 TYP. AT GRID 14. [XX] ALONG CA BEAM LENGTH; REFER R O STUDS EVENLY DISTRIBUTED FOOD SERVICE CONSULTANT NB HIGH ROOF Webb Foodservice Design b ��k8 0� © }ry \ 3700 SE Lafayette Ct. / }ry © 4 / ry i \ / 15. [X-X-X] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED Portland, OR 97202 • 1e O C6 1b f ,, © © / / BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. T(503)-236-8566 \� ���' TYP. © x ? .� }ryb /CO \ O -:\' S6.01 T...STEEL ♦ �. 16. c =x" INDICATES UPWARD CAMBER AT MID-SPAN. • �':Q a w21�4 EL:227'-8 1/2" ! T7, � � . ACOUSTIC &AV CONSULTANT .5TEEL `�'Aii, 4/S6.01 AND 2/S6.02, U.O.N. 1900W. Nickerson St.,Suite 201 EL:221 -T' EL:221 -81/2" T.OSTEEL \ AllimIlitt,imL Seattle,WA 98119 �� EL: 221'-10 1/4' �r'Imre TYP.7gT 4It 1$. -A.S. INDICATES ANGLE STRUT BRACING AT EQUAL SPACING T 206 378-0569 CAl `� I a ,?S' © HSS JAMB Ti"- b ?6 ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/S6.02. T.O.STEEL ' j W27X84 S6.02 yV ryb $7.03 `�' T.Q.STEL T.O.STEEL TYP. -OTS } e �� O 7 -ilc- ` - COST CONSULTANT J Y EL:220'-9 1/2" EL:221'-9" 4,_ a © EL: 222'-10 3/4" 10 �ry ��4,� S6.07 �`�' \ \ 19. XXX INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUM Construction Focus • 56.02 < X78 56.08 ' `� �,`' �� ### LBS OPERATING WEIGHTS AND INCLUDE CURB WEIGHTS. 740 Almaden St. \ 56.52 'r3S OPP. 1 © Z Q COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT Eugene,OR 97402 O.STEEL _,S T.O.STEEL ©� \ \ ��� � w�4k6 ryb LOCATION.0 0ct TE 541-686 2031 © EL: 221'-2 1/2" \ EL:222' 4 1/2" co r.0-1 L LO / o NA 20. REFER TO GENERAL STRUCTURAL NOTES SECTION XVI ON S0.02 AND 1/0.02 S3.01 • 3 TYP. AT GRID TYP. AT GRID 3 \ EL:221'-11 1/2" m W/ ` r , ��� �1 SF FOR O.W.J. REQUIREMENTS, SEE ALSO KEYED NOTE 5. C'r C3, U.O.N. C4, U.O.N. �, r 4 14-'30 \ 5� '('S ',sv VAq - / \ 48"LH-SERIES OWJ 10� TYP. TYP. O 5 'Ed P 4, -67--i).- - - - - - - I - _ $6.02 \ 7!- 21. INDICATES SNOW DRIFT LOAD (PEAK LOAD SHOWN). WHEN Cii4 � sj� '''''CW1.5 O ( 601j' T.O.STEEL ryb �'j �� SNOW DRIFTING IS CONSIDERED, A UNIFORMLY DISTRIBUTED t 9 / • (�; © gd2 Tc-----; SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT i L: :: -2 1/2 �� " CONCURRENTLY. I YP. AT GRID 3.1 ly ,r, 8 '° sO '0 El D HIGH ROOF `�1111 r f • S6.52 -0 Nx x W10X12 � 1\ I' �� 22. SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE .EOIP • o ° %:<,0 84 ,`\' \4-I-? S6.51 SFRS. PROVIDE CLASS A SLIP CRITICAL FAYING SURFACES AND d,9 'SCR s7.24 p U C8X11.5 U \ A. io x ' ICDF--A" �ti�Gy b ` 611110-SIM. FULLY PRE TENSIONED BOLTS AT WF BEAM TO BEAM AND s�N THDQSI , 5 0 \ r© �� N ` 0 BEAM-TO-COLUMN CONNECTIONS AND SFRS WELDS; REFER 2018.08.20 Vr x 57,03 :111:,,,,); OI1.1 �* IV/ 4 TO SECTION XIII.6 ON 50.02. EXPIRES:06/30/2020 S 48"LH SERIES OWJ \ S6.10 I co W12X26 vV X26 W12X26 12X X N %ti 4-I'2 cc, 1.4, SFRS - �o b 6 44- �' 23. INDICATES APPROXIMATE LOCATION OF P01NT LOAD FROM (N r FF 4 3 cp T.O.STEEL t ® FAN SUSPENDED FROM ROOF JOISTS. REFER TO ARCH AND °O C6X8.2 W18X3 /r I BRACED FRAME W18X35 W18 3 "'' EL:221'-11 1/2" * MANUFACTURER FOR LOCATION AND LOADING. 3 \ SFRS - -.---- N T.O.S L T b" II 24 INDICATES EXISTING STRUCTURE TO REMAIN. • ad m Ts.3.,:o2 1 I x x O \ _ ., a x® EL:221' 4 1/2 6 S U U ° < o F'QS 25. INDICATES APPROXIMATE LOCATION OF FALL PREVENTION • _ \ I j__4. 56.52 ©�D W16X26 FAQ ANCHOR BY OTHERS.WHERE ANCHOR ALIGNS WITH AN IlI ' /11j I I C6X8.2 W12X16 -�. OWJ, DESIGN JOIST FOR LOAD IMPARTED BY ANCHOR. �� I ® -- PHASE 1 �� CONTRACTOR TO COORDINATE. - - 48"LH SERIES OWJ - -- - - ■ PHASE2 il •1111. (cc) - � FA T.O.STEEL \1 MP �� ii I T.O.STEEL Ali EL:221'-11 1/2" © KEYED NOTES: , s EL:221'-9" 56.01 6 j I• \\ © � 56 52 O 3" 18 GA.TYPE N NON-COMPOSITE METAL DECK. I I I S313 1 1 I ND © 3" 18 GA. PLN3 AC ACOUSTIC METAL DECK I Q 53.02 < y 48"LH-SERIES OWJ 3.02 ©�., .4.-,�� `_ ce I ❑ •(HSS4X3X1/4jETWEENOWJTOPCHORDS - • _. (V - • - • - I _ • - • 4 • - • - � .� • - • w '�r�a.N l< C6X8.2 ce Ii \ o 4 O L5x3x3/8 (LLV) BETWEEN OWJ TOP CHORDS m m I 22'-a' 12'-8" cv, \ / c� / / CO CO - U ` U IJ I \ 5 KIP LIVE LOAD WILL BE APPLIED TO JOIST AT THIS LOCATION DURING © ELEVATOR INSTALLATION. CbX8.2 �� 1 48"LH SERkES OWJ 6 INDICATES REGION OF SOLAR PV PANEL INSTALLATION. DESIGN FOR 5 REVISION 8/21/18 PHASE 1 - - ADDITIONAL 10 PSF OF DEAD LOAD IN THIS REGION. NEGLECT THE PV 4 REVISION 8/08/18 CD \ ---��" '"-�-- --�""��� ���������"` --�-`rte"�������'���-- --� I__) SA' PANEL DEAD LOAD FOR COMBINATIONS WHERE UPLIFT GOVERNS. PHASE 2 I 'PS A 3 REVISION ____ 7120118 56.6 YP. I O HSS5x5x5/16. WELD ALL AROUND TO COLUMN FLANGE W/5/16" FILLET 2 REVISION _- 7/11/18 Nr N .\. WELD AND ALIGN W/UNDERSIDE OF DECK 1 PLAN CHECK 8/21/18 o I I 10 ID e i'r'„o-'t io N I #\ REVISIONS DATE 1 I 48"LH SERIES OWJ 7 x I FA e" N I N I x to co C6X8.2 © x 3 N I I I c`i of x X -4141III1II� ► A I J U / U 5 TYP. BETWEEN S -1 El C6X8.2 S6.06 AT OWJ I E2 . N48"LH-SERIES OWJ - - SL=370 _ S2 1 i - DL=300 PLF; PLF; WL=+140 PLF, -390 PLF I - v I TYP., U.O.N. I ©TYP. I I I Z` 56.01 I TIGARD TUALATIN SD c © I I c ., cf) TIGARD 4 I S6.10 48"LH-SERIES OWJ 3 A TYP. HIGH F. ,n 4 N TYP. x S6.10 I co I SCHOOL N I I . - I I 9000 SW DURHAM RD. _ 48" LH-SERIES OWJ TIGARD, OR. 97224 -.._.� - - - --f. - -- I - 4 FA Z - - - - I JOB NO: 16992.00 I I ISSUE DATE: June 19, 2018 I �-9 1/2" �, 11° Jurisdiction Stamp Area I Aft X I bco 48"LH SERIES OWJ - Ir7 I r Z T j, 6' -3,. I 12' 6" I, 6' 3" le � 7I I I /I I I • NI 1I HI , I I © a QI QI © QI QI a • - • - • - • - • . . . I •I - • ,...� - -- ® I S7.02E [ I 57.D2 i , 57.D2 i , I I , UPPER ROOF H5S8X6X3/8• V V O HSS8 6X3/8 I ) I a Sq ` SFR: w �*- �\ w FRAMING PLAN - N 6 I o 1' 21,2" , I I- I cn AREA N1 NI-M / 22'-C. 12' -8"Cri IN 58.03/ 56'-0" lap TY P.6_0� "' 12'-8" j,,\ 32' - 1" I I- co • - • • - • - . - • • - • - - - - - - - - r • - - I Cl (C2 © C4 C� N 1 is N W S2 . 31 c--,6 0UPPER ROOF FRAMING PLAN - AREA N 1 S0_ 1/8"= 1'-0" NA 0 PLAN NOTES: 1. REFER TO SHEETS 50.01 AND 50.02 FOR GENERAL STRUCTURAL NOTES AND SHEET 50.03 FOR SYMBOLS &ABBREVIATIONS. 49 \ °" 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. Ijasses'tti N B eb GI 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects DIMENSIONS, ELEVATIONS,SLOPES, AND DRAINS WITH ARCHITECTURAL sf,fs DRAWINGS PRIOR TO START OF CONSTRUCTION. /4111114* 6 42- k 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, 0 T.O.STEEL h OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS 350 EL:222' 10" \ PRIOR TO START OF CONSTRUCTION. Portland, Oregon 97209 Suite \ 410 721 NW 9TH Ave, Suite 32 /% 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; T (206) 340 9500 F (206) 340 9519 �h T.O.STEEL 8•' NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO 11 8� 12/56.51, O /0.1r'r QEL: 222'-3 1/2" / ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS. ry6 /48, * TYP. AT GRID NB T.O. SLAB ��b \ 11, U.O.N. \ 6. XXX.XX' INDICATES TOP OF CONCRETE FILL ELEVATION. CIV[L ENGINEER & LANDSCAPE Cardno g 14 2 7. •/,///4. INDICATES STEP IN ELEVATION. 6720 SW Macadam Ave Suite 200, S3.11 /� 8 WL=-410 PLP,TYP. AT Portland,OR 97219 !� S6.07 \ OVERHANG, U.O.N. 8. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. T(503)-419-2500 /NC 21x� 9. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/S6.01, U.O.N. � s� 4 / N4 STRUCTURAL ENGINEER w - - s3.111 10. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/S6.01, U.O.N. Catena Engineers 1b ' / + ��� 11. REFER TO SHEETS S6.51 AND S6.52 FOR TYPICAL METAL DECK DETAILS. 1500 NE Irving St., Suite 412 / �� �� > \ Portland, OR 97232 r� / �s / OHO / \ / 12 Irl INDICATES FULL-DEPTH SHEAR PLATE CONNECTION, T(503)-467-4980 41 REFER TO 2/S6.01. .°` w21x�� 53.15 \ / meq- v(--.... 53.0? h�� .'"--•-•,... .., TYp --- MECHANICAL ELECTRICAL & N D 1ry� O.S L �Z > O -qp W INDICATES WELDED SHEAR PLATE CONNECTION, PLUMBING ENGINEER EL' 222' 2 1/2" �� O o kl, / 0.2, - REFER TO 2/56.01. Glumac \ y T.O.STEEL ''1 r©\ 13. REFER TO SHEET S6.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS 900 SW Fifth Ave.,Suite 1600 �q © k. ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. Portland, OR 97204 \\ .`�� TYP. EL. 221'-8" yr > �o h'21�4 S7.02 r� 14/ 4111) . [XX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED T(503)-227-5280 y� 56.01 TYP. AT GRID ya A ® NC U.O.N. ry O 56,06 ergo �� ALONG BEAM LENGTH; REFER TO 2/56.51. FOOD SERVICE CONSULTANT 9 o�`�ry I/o 15. [XXX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED Webb Foodservice Design XS3.11 �� . • > yy Js(cH \ \ TYP. ALONG BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. 3700 SE Lafayette Ct. 1 'rqA h'21 c��Q 0 © GRID NB Portland,OR 97202 TYP.56.02 T.O.STEEL t44 `�' �? �, \ 16. c =x" INDICATES UPWARD CAMBER AT MID-SPAN. T(503)-236-8566 Re T.O.STEEL EL:221' S" S6.06 c' I! EL -11 1/2" ' ND U.O.N.GRID 81.P• o�v ? O 1'1'12-r� \ / i7 �- 4/56.011AND 2/S6TES E02 UD OOM NT CONNECTION; REFER TO ACOUSTIC & AV CONSULTANT b r <1.S. 0`�wF ,(\° ry6 �> ° 0.2, The Greenbusch Group `7 �✓ FH " 0 �.� 8„ _ A.S. 1900 W. Nickerson St., Suite 201 b h'S \ r© s O =' B�qC 18. ALONG LENGTHINDICATES LOFTRUT EAMRU.O NG REFERAT QUAL TO 5/S6 02�G Seattle,WA 98119 Sd-rig-, , TYP. 36.01 11'?I�¢ `�> FO,c�� / N 6 r T 206-378-0569 GI -.. ��S 4 MF �► 19. XX-X INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUM f �� 0 I I COST CONSULTANT h ? SIM. 56.09 ### LBS OPERATING WEIGHTS AND INCLUDE CURB WEIGHTS. sF� Ssd-♦��1 B� �<4. �I L - - - J COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT Construction Focus S 8 �� /4 ryb > -1cFO �2' -. ' <-5-N\ 210 T.O.STEEL / LOCATION. 740 Almaden deOR 97402 F 0 53.01y 20. REFER TO GENERAL STRUCTURAL NOTES SECTION XVI ON S0.02 AND 1/0.02 Eugene, '' 53'1 ��.\ �\ 0 �Q4Ie cv �,`� / EL: 222'-10" FOR O.W.J. REQUIREMENTS. SEE ALSO KEYED NOTE 5. T541-686-2031 4NIII �q �1� �44, � �, S6.06, o� O> -14 \ / 32 21. INDICATES SNOW DRIFT LOAD (PEAK LOAD SHOWN). WHEN ,� UCTUR,4 / W -1,c- 64.0 ry6 O 80,Yp (----,3_.0-7),, TyA 9ry ��, 8 I I1111I1i., SNOW DRIFTING 1S CONSIDERED, A UNIFORMLY DISTRIBUTED 5 ��, PRt7V�F/ O h'FFO O ,,41 S6 06 �� SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT �S� iT.,1 '0 119 � yr / gh , �j `� �s 56.01 kir i._4., 57.02 �`� ryo O> TYP. k ry6 �� 4q �\ 22. SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE j� mac., ��.. � \ SFRS. PROVIDE CLASS A SLIP CRITICAL PAYING SURFACES AND •EG' N T.O.STEEL �� O FULLY PRE TENSIONED BOLTS AT WF BEAM-TO-BEAM AND o0 / 40-\ EL:221' 4" S -. 14C�' > / BEAM-TO-COLUMN CONNECTIONS AND SFRS WELDS; REFER s0 CH 0,1 �� TYP.Alk S6.Oa. X16 ryo O> w1��4 \ ��� 0 \� \ 2 / TO SECTION X111.6 ON 50.02. N dl. mo 2018.08.20 T.O.STEEL �s0 I / 6 � `. 23. INDICATES APPROXIMATE LOCATION OF POWT LOAD FROM E = X12EL220' 91/ X53.01 FAN SUSPENDED FROM ROOF JOISTS. REFER TO ARCH AND TYP. AT GRID NE �� > / o �> MANUFACTURER FOR LOCATION AND LOADING. o s' / ry O V• / / U.O.N. `� �0 \ 24. " INDICATES EXISTING STRUCTURE TO REMAIN. ah % ki `'� 4: % T.O.STEEL �Z > X21 57.02 �Z > 21� / -I' • \ 25. INDICATES APPROXIMATE LOCATION OF FALL PREVENTION •O1'p © lvj6x ryp 4i / EL: 222'-2 1/2" '' 0, 0 / /� FA ANCHOR BY OTHERS. WHERE ANCHOR ALIGNS WITH AN �' -II 56.06 4O �`' `��' © O OWJ, DESIGN JOIST FOR LOAD IMPARTED BY ANCHOR. "J,s TY,o . �q- �o , ki / • �. CONTRACTOR TO COORDINATE. O•1/FFH / /% B'f'-Q0 ov -r 11,21X 4. ry� O> / s ry O III Ak / :PyM �� kr. 6.10 `7 • KEYED NOTES: v > T.O.STEEL v �> / / 11/15 �6 O EL: 221'-1 1 1/2" ryo O / \ O 3" 18 GA.TYPE N NON-COMPOSITE METAL DECK. 14 c-) • / \S3.1 I64.3 `' / © 3" 18 GA. PLN3 AC ACOUSTIC METAL DECK 53.01 v- ---.. 471, / 41, v �� ms'silk* ry • ©COO 4101,. .� 0.. ..A. illittiligke •ETWEEN OWJ TOP CHORDS / �ryb > 4,1��"Ir0�, • / l'irI6x`SO �,b • 1V8�1 7 OF 211Aq / O L5x3x3/8 (LLV) BETWEEN OWJ TOP CHORDS O YP. / TYP. ALONG ��, x'64- 03 • 5 / GRID NE v --).or Is // / © ELEIP LIVE VATOR INSTALLATION.OILL BE APPLIED TO JOIST AT THIS LOCATION DURING `�� • hal it / / f ` A • / INDICATES REGION OF SOLAR PV PANEL INSTALLATION. DESIGN FOR $-f ,: "'ELEVATOR." 6 ADDITIONAL 10 PSF OF DEAD LOAD IN THIS REGION. NEGLECT THE PV T.O.STEEL U� ` SHAFT1111)P / PANEL DEAD LOAD FOR COMBINATIONS WHERE UPLIFT GOVERNS.AI' EL: 221'-3 114' cv C8 0` BELOW /��o� Oh 1vj6�31 HSS5x5x5/16. WELD ALL AROUND TO COLUMN FLANGE W/5/16" FILLET 4 REVISION 8/08/18 'I`II ic, / 0� �/ O 3 REVISION 7/20/18 / A S `� > -,z, <3- 4.4;, Z�`j \ A WELD AND ALIGN W/ UNDERSIDE OF DECK 2 REVISION 7/11/18 . � �, O CIs,1 -411( Q WT5x15 1 PLAN CHECK 8/21/18 / 61-s° `�6 �� 6 > / ,� s6.lo /i\ \ REVISIONS DATE / / ..,>, .i' © O TYP. • 9 / / �' ��/ �'+' / / �`4, 0 6' �'r • N 9 �4� / ,-2' -, / N1 s//4 4' • / �'6`I SO / • S1 E1 / E2 / CA , , - - - ri, i , S2 / T.O.STEEL \ I / ' EL: 220'-9 1/2" / i • ----- • en TIGARD • HIGH CB �_� _ - - _ - - - _ - - - - - - - - 1 I ,1 - E , I SCHOOL I II 9000 SW DURHAM RD. TIGARD,OR.97224 I I I r` - JOB NO: 16992.00 I (N { ISSUE DATE: June 19, 2018 I I • I I Jurisdiction Stamp Area I .------, I ,(cc) \ - 1 _. _............_/ I I • I UPPER ROOF I- I • I--- FRAMING PLAN - u� I J W N - . .,.mp . - . . .. • - • _ • - • _ • - • - • - • - • ..... • .. . • - • - • - • - • ..... • ,� . - • - • - • - . - • - • - • - - . co AREA N2 N ' I r> I 1- 03 I. 22' -0" 12' -8" • 2 E:. GIC2 ct ,,, w S2 . 32 co UPPER ROOF FRAMING PLAN - AREA N2 6 UJ 1/8"= 1'-0" I PLAN NOTES: . . . i 1. REFER TO SHEETS 50.01 AND 50.02 FOR GENERAL STRUCTURAL NOTES ���� AND SHEET S0.03 FOR SYMBOLS & ABBREVIATIONS. n�] Q r 411 ___ __ _ __ _ 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. architects 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO DIMENSIONS, ELEVATIONS,SLOPES, AND DRAINS WITH ARCHITECTURAL AND MEP DRAWINGS PRIOR TO START OF CONSTRUCTION. 721 NW 9TH Ave, Suite 350 4. VERIFY MECHANICAL EQUIPMENT LOCATIONS AND MOUNTING DETAILS Portland, Oregon 97209 WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO I $ 0 4/S5.01 AND 5/55.01. 6. (X.XX') INDICATES TOP OF FOOTING ELEVATION. CIVIL ENGINEER & LANDSCAPE • - • - • • - • i • - • - • - • • �r • r>. • • - • - • rs • r, • - • - • - • - • . • • rrrrnr • - • - • - • r1 • r� • 11 • rr�`I • • - • - •4 Cardno I I I I Q s 7. S- -S INDICATES SUGGESTED LOCATION OF STEP IN FOOTING 6720 SW Macadam Ave Suite 200, Portland,OR 97219 a b • (AT TOP OF FOOTING), REFER TO 9/S5.01. T(503)-419-2500 AftMr 101/2" 1' 10" 185.50' 4 ' *;1.00' , 8. XXOX.XX' $ INDICATES TOP OF SLAB-ON-GRADE ELEVATION. STRUCTURAL ENGINEER I I I I { )� i �� _�_ � • Catena Engineers . . 1500 NE Irving St., Suite 412 ti \--- - - - - - a■■ _ , ` - - } . - ��`� 9. �i�iill INDICATES STEP IN ELEVATION, U.O.N. REFER TO 3/S5.02. Portland,OR 97232 \SA - - - - - - - - i iri ry+�/ - T(503)-467-4980 _ .- [. I L ,\. ® 10. ( C.J. ( INDICATES CONTROL/CONSTRUCTION JOINT IN SLAB- to ) > MECHANICAL ELECTRICAL & © 1 ON-GRADE, REFER TO ARCHITECTURAL DRAWINGS FOR I i I I I I 55 06 I ) S6103 erf 57.01LAYOUT; REFER TO 6/55.01. PLUMBING ENGINEER 1113/4„ 4 .. \'� 1 r _ _ Glumac I 55.06 -\h�1 1 1.. .� s • • „ • 11. REFER TO SHEETS S5.01, 55.02 AND S5.03 FOR TYPICAL CONCRETE DETAILS. 900 SWn Fifth Ave.,Suite 1600 S5a - I I Portland, OR 97204 `h I -I 11 I ' 1 T(503)-227-5280 - SII I I f o I I I = - ( 181.00' ) I 12. REFER TO SHEETS 58.01 AND S8.02 FOR ADDITIONAL INFORMATION AT N �7.i - - 5502 L I �`� ry l BRACED FRAME FOOTINGS. 1 FOOD SERVICE CONSULTANT I 'T _5 +� A Webb Foodservice Design `EL: 181'-0 8 13. 3100 SE Lafayette Ct. S 55.03 1, 1 INDICATES CONCRETE RETAINING WALL Portland, Y I . ��+ OR 97202 I r s:- 14 WH WALL FOOTINGS INTERSECTSPREAD/STRIP FOOTINGS,THE T(503)236-$566 I I I 1 1 - I S ! ERE OO GSOO GS, ` - - - - - - - - - - - - - - - I_ _ I - _ _ 1`-', J - SPREAD/STRIP FOOTING EXTENTS ARE DIMENSIONED ON PLAN OR IN ACOUSTIC &AV CONSULTANT S B r I.I O I - 1 [ 185.50 ) 1- THE DETAILS. CONTINUE WALL LONGITUDINAL REINFORCING The GreenuS h CON THROUGH THE SPREAD/STRIP FOOTING AND EXTEND WALL FOOTING Group I .( 185.50' ) 7y N I J ® TRANSVERSE REINFORCING TO THE EXTENTS OF THE SPREAD/STRIP 1900 W. Nickerson St,Suite 201 1' 7 3 4" 11 01 84-0 +� ( 185.50' ) 1 FOOTING. Seattle,WA 98119 ( 186.00' ) l �/ I T 206-378-0569 10 15. INDICATES ZONE OF REDUCED SPACING OF SLAB 0 I 53.131 I 1 REINFORCING, REFER TO KEYED NOTE 1. COST CONSULTANT .4 I ! 16• INDICATES EXISTING STRUCTURE TO REMAIN. Construction FOCUS ASIM. << 740 Almaden St. Q I 1 I 5 T 541-686-2031 � 1'-6 1/2" � 1'-0" 2'-0" 2' -4" Eugene, OR 97402 c� I f e S5.06 KEYED NOTES: 0CTU I I I I l l I I I 4 4"CONCRETE SLAB-ON-GRADE W/ #4 @ 16"o.c. EACH WAY AT MID- .�� Rq I I © DEPTH EXCEPT WHERE SLAB IS SHADED, REDUCE SPACING TO 10"o.c. 5 �Ep P'qe�s/( I �� I �� o 55.06 b� THICKENED SLAB AT STAIR STRINGERS, REF. 2/55.02. r o ► I -e. �`! 4.> 44 (N, 4 [ 18500, ) p/ COORDINATE LOCATION WITH STAfR DESIGNER f r - r - - EXTENT OF SLAB DEPRESSION FOR GYM FLOORING. I► - 4v" - � I I I II / © CO DIN TE THA.CH ND F 00- PRO IDER 41) \ - - - - - --tet I 5; 7 I _ _ _______ _. �q a zoo 0� • -° t I I I I� - - e PROVIDE CONCRETE PLINTH ABOVE FOOTING, REFER TO ARCH FOR , '- 10112„ r - � N A o �, _ DIMENSIONS. REINFORCE W/ #4 @ 12"o.c. EACH WAY AT TOP. PROVIDE T� = o a 7 I. E E v I MINIMUM OF (6) #4 VERTICAL DOWELS INTO FOOTING BELOW. LOCATE 201 .08.20 00 I I I I 1' 10"TYP. 55.06 I 0 O. - - BASEPLATE AND GROUT FOR COLUMN AT TOP OF FOOTING.111 :OBI X12020 � tv S5.06 I - ( 186.00' ) - ( 186.00' ) 1 ®( 185.50' ) 2' -4" �2'_0" �� ' METAL STUD WALL WITH 6005162-43 @ 16"o.c. * \v -A - - - .- ' N b __ ,___ _ _ ___ __ r A Q Ala _ �,.. _ _( 185.50' ) J 11 I �55� I� 1'-6" 3'- 10" N 53.02 ® ', e e �4'-2 1/2" 4© �U o r i 3 i `I `- S5.06 S5.06 ! i I 53.01 1.75 r -1 \ I 4 I f I # I IW +� + 6 s 5 s5.o6 �+ a e 1 ��+`� 1 I��o+h S5 02 U �`� /-14. �% • ( 189.17' ) Vr I 4-`‘" I S s 2 I - - - - - - - J:I I CJ 411 .,,,,____ '� OW a I L J # I I \ S I ' I I S - - I - - g aTYP. (3) a I ( 186.00' ) :: I 4 PLACES , 186.00' ) S5.07 I 11 .\\Q I I I .. I S5.01 TYP. I ( I 1 �+ �u1. I I I•ss�+ I I ! I < T.O.SAB I b 05 S3.01: . I � 1 I 10 I I I 8 N e. ( 187.83' ) a I � S6.02co I ELREFARCH TYP. ( 185.00' ) . . d W 1'-0"TYP. I © I ©OPP 1 I I �-E`5N I I 01I0�. "P �+'S'\ 6 REVISION 8121118 1 I 5 REVISION 8/08/18 1 55.07 I I I i a� I ' I I y' 10 /2" V - I I I 12 I I TYP. 55.01 r - - _ 4 REVISION 7/11/18 S5.o2 1- 1 I I _ 3 PLAN CHECK 8/21/18 S F -- - - REVIEW COM 2 PERMIT REV 614118 J 4 I I I L J I I I J © J 1 BP2 ADD#2 4118118 �'''(,.._ji- � r I ( 185.500) I IFI I ( 186.000' ) I { I I ° La I ► :: I ( 185.00' ) I - 1 /\ 1 I ( 186.00' ) ® /# REVISIONS DATE S S ` i 1 I ��\D� �37 L - ` 185.00' ) 6 • ( 186.83' ) , i I If IsS",,k I 4 - i ! J I I N E.) S S ) , . II -' - s I Oli 2' -0"TYP., N • N1 I 1 • TYP. I ( 3'-5 3/4„ I i - © © .,A N I 55.07 f it , 1 +0- �cb+� �9+'� 23 �cb- E 5 ,k E ` b111 1 I I L: \-- °I �� - I - --� c' ' lc .; :S I I i I SZ �, CO - 1 -,x� N. © L ,.1 I I � I �I � f e ( 185.50' ) I 186.00' ) L. :;,.. ® L { - [ 185.00' )L 2'-8" 2'-4" 55.02 of A ;� � F V: TYP. _ [ ls6.00' ) S S TIGARD TUALATIN SD I 6 I I I I I I ( 186.00, )-r,., I I I 1TIGARD S5.06 S s - 10 112" +.y\ ( 184.42' ) +�\ © ( 184.42' ) +�\ +.5\ I r - - S`��� r0 _ Sc"Rt. 55.02 rO _ 55��r. � A SG,c6+� .... I � E I � TYP. I � I- . : I f I I HIGH i �I� I 10 1 1- !1 I I _ - - - -- S5 07 'v - I I( 184.42' ) 1 I I I �.. ; SCHOOL 6 e 6' -8 112" © L _ - _ - : .- ----°- .. UPS L� �I 1'-0" S5.06 ( 184.00' ) ? r I ..�\ f �� T.O.SLAB.. b� �7 I �/ ( �\ �\ 4 EL: 185' S" 5'_0" �0� 0+ 4' -0„ I { 186.00' ) �+ I cb�. I 4-;\-r; I �/ o •-... I o Q ( 185.50' ) 6 ® < / To r � 'o N I ( 184.42' ) r - - E 0 ( 184.42' ) o 55.06 1- -10 O - - 9000 SW DURHAM RD. - - I � � - r 5A1 -.- 4 I- -1 0 1 1{ 184.42, B 55-D7 J. in o r - - ) BRACED FRAME T. r_ _ I I I 1 `/ �, TIGARD, OR. 97224 411) \ _ I 6 -- . ••••. • J 4, C moor •J .Irr.. • mr. • • s r r� • s •� • i • wi •Js • s r s r •rr • •■L s i_ • 4 • s • s • Ls • J • • s , f •• JOB NO: 16992 00 S A 55.06 0 ( 183.50' ) 7+0'� ilk { 186.000' - 0 I 0 ISSUE DATE: June 19,2018 • I 53.01 )f [ 186.00' ( 186.00' O • L P o m Jurisdiction Stamp Area 3-23/" I ( 186.50' ) m I I I I I I 1 I I ® I a L-l_ Z j I 1( 186.00' ) I ( 185.50' ) r,�l� n /r, I I I I I I I / 32'-3' ® f 12' -8" le 15' -8" 28'-4' ,' 28' -4" / 28' 4" 2'-3'/-- 8'-5' f 19'- 1" S' -2' 17'- 1" f {... 197'- 7" I I I I i I I I I I I LOWER LEVEL 2 - '...................„ „.....„........., ................„ 1- FOUNDATION LLJ 6 s s24E) S� ss sb 87. s8 Ei-9� S9.21 (s o PLAN - AREAS 1 M 0. LOWER LEVEL FOUNDATION PLAN - AREA Si 2 CV S2 .41 OD 1/8"= 1'-0" W KEYED NOTES: PLAN NOTES: O4" CONCRETE SLAB-ON-GRADE W/ #4 @ 16"o.c. EACH WAY AT MID 1. REFER TO SHEETS S0.01 AND S0.02 FOR GENERAL STRUCTURAL NOTES DEPTH EXCEPT WHERE SLAB IS SHADED, REDUCE SPACING TO 10"o.c. AND SHEET 50.03 FOR SYMBOLS & ABBREVIATIONS. a RTHICKENED SLAB ATSTAIR STRINGERS, REF. 2/55.02. SSetti © COORDINATE LOCATION WITH STAIR DESIGNER 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. EXTENT OF SLAB DEPRESSION FOR GYM FLOORING. 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects© COORDINATE WITH ARCH AND FLOOR PROVIDER. DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL A. AND MEP DRAWINGS PRIOR TO START OF CONSTRUCTION. OCONCRETE CURB, REFER TO ARCH AND 5/S5.02 4. VERIFY MECHANICAL EQUIPMENT LOCATIONS AND MOUNTING DETAILS 721 NW 9TH Ave, Suite 350 t. WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. Portland, Oregon 97209 5 O INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO T (206) 340 9500 F (206) 340 9519 4/S5.01 AND 5/S5.01. 6. (X.XX') INDICATES TOP OF FOOTING ELEVATION. CIVIL ENGINEER & LANDSCAPE 7. 5- --S INDICATES SUGGESTED LOCATION OF STEP IN FOOTING Cardno (AT TOP OF FOOTING), REFER TO 9/55.01. 6720 SW Macadam Ave Suite 200, Portland, OR 97219 8. -0T.O. SLAB T(503)419-2500 XXX.XX' INDICATES TOP OF SLAB-ON-GRADE ELEVATION. STRUCTURAL ENGINEER 9. �.////.i INDICATES STEP IN ELEVATION, U.O.N. REFER TO 3/S5.02. CatenaEngineers 1500 NE Irving St, Suite 412 10. ( C.J. ( INDICATES CONTROL/CONSTRUCTION JOINT IN SLAB- Portland. OR 97232 T(503)-467-4980) > ON-GRADE, REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT; REFER TO 6/S5.01. MECHANICAL ELECTRICAL & PLUMBING ENGINEER 11. REFER TO SHEETS 55.01, 55.02 AND S5.03 FOR TYPICAL CONCRETE DETAILS. Glumac 900 SW Fifth Ave., Suite 1600 12. REFER TO SHEETS 58.01 AND 58.02 FOR ADDITIONAL INFORMATION AT Portland, OR 97204 BRACED FRAME FOOTINGS. T(503)-227-5280 1 A 6' -8 1/2" ' 13 INDICATES CONCRETE RETAINING WALL FOOD SERVICE CONSULTANT t 106 / © I I I I I I I Webb Foodservice Design 3700 SE Lafayette Ct. 1$5.50' 1 ..- 1 Portland, OR 97202 0 - ( ) I 14. WHERE WALL FOOTINGS INTERSECT SPREAD/STRIP FOOTINGS, THE r r - - rT -1 I T _} r -- - r - - SPREAD/STRIP FOOTING EXTENTS ARE DIMENSIONED ON PLAN OR IN T(503)-236-8566 I i E -1 I _ I _ I I _ I _ THE DETAILS. CONTINUE WALL LONGITUDINAL REINFORCING �� �� 1.771 _ - - - - - ,I + - T- - I I 6 diklikTHROUGH THE SPREAD/STRIP FOOTING AND EXTEND WALL FOOTING ACOUSTIC & AV CONSULTANT i �� _ -•• - I - -I mom, • ' • I • - =IMO • - • - • - • -j - • - • - • - . imimi �I • I I . �. . - . I -• I • . _ . . Go.. TRANSVERSE REINFORCING TO THE EXTENTS OF THE SPREAD/STRIP The Greenbusch Group r r t - - J �r Z�- ? - -- J I -� FOOTING. 1900 W Nickerson St., Suite 201 A S J • r I 1 4 • AgalW 15. INDICATES ZONE OF REDUCED SPACING OF SLAB Seattle,WA 98119 H I 53.01 4=51-f f 1 T 206-378-0569 O P e I �, t J REINFORCING, REFER TO KEYED NOTE 1. ( 186.50' } li 1 I ( I { I INwe 16• INDICATES E ING STRUCTURE TO REMAIN COST CONSULTANT 1 1 , --- 1 EL. REF. ARCH EL. REF. ARCH I I( 186.00' ) S X1ST I 3 Construction Focus 1 I e 740 Almaden St. CsJN { 185.50' ) 55.01 i • 41. . 4 •r • a • i.. 4. i , .2L,,... . • mossI • �� .• . • • J : .. . - - - I L Eugene, OR 97402 AftI I LTJ I T 541-686-2031 mgr + ,P ilik +N (Z) • CT - - C 5 . D P•4' 4" ( 0 \ . , _.__ I- r -/71 S5.01 r - - - ��� �`��' r .-1,/ T - MP a+� I TYP. I I I .-. ..�...�� I!� L J �' r 1 I I I I 44 I I I I f' D .\\b' A } I 1 0 ( 186.00' ) © I I ( 185.50' ) �+ ( 185.50' ) .R; , • 4 ( 185.50' ) I I ( 186.00' } ( 186.00' ) I ( 186.00' ) ( 186.00' ) I I I `��' 4.9CH 9,10 I�? a ® . 13'-3 3/4" / OAatk © 2018.08.20 186.00' TYP. ' EXPIRES:08/30/2020 I S5.07 d a °� TYP. AT 4 TYP. • • PHASE 55.01 16 I I S5.07 a ` +°� LINE6 :/-$) I +°� � �Lt1' y�� s5.o 1 yam° �� �� 1 ��' �/ I I VP b - -- - ---- _ - PHASE 2rn r MEM alIM r r r- I �� aoSM , PH- ,5�1 `i. - - - - - I ��. iM.MI. 4- 4 - - {_ I � I - - - - I �- \ {Cnib:2--- k I I I I I L. BRACED FRAME _i t I IL - JI I I I I L __ - Q® ( 185.5O' ) . L - - J L - - J L - - J +b� I I( ° , CO55.07 c 5 0 5' 0" O O O O �� Q I I I I 186. o' n ( 186.00' ) ( 185.00' ) ( 185.50' } ( 185.50' ) ce 1 ' { ' ) 133A O I 185.50' I o' I 1 I 2 I( 185.50' ) in ( ) UI 53.02/ co co I -pi I® ilh . . A �� a O I IMP / 4 ImI I `� 53.02 1 ,_ T.O. SLAB • °+b% I I d TYP. 5.01 bg I I ° �-�`5� -�`5• �-j.'S� EL: 187'-0" �+�\ � I 0�`5/ I Imo, °� �` 3� .s' _ - 4\93 T IL 1 I {--- - " N r - r T I I I I® I ' 1 1 l I.. I ... U ' I I I N , \ - - -- - - \ 1 I -.t I *N + I • _ - o I 1- .: I I I 1 I( 186.00' ) - - 1- I I I - - - ( 1 85.50'j o � co L � L... ..._. ) I L_ / I I I ( 186.00' ) o O .� ® ( 185.50' ) i T... - L _ - J a L - J 2 0„� o+b� ( 186.00' ) °+b� ( 186.00' ) �.�°N I A 3 , 0 © U 55.02 0 a I 55.01 ( 186.00' ) ( 186.00' ) TYP. ( 185.00' ) /18 TYP. r -- `t� I 4 REVISION 77/11118 I BRACED FRAME 1 r I �r _ -- - PLAN CHECK 8/21/18 S 0 ' - - `�.- i _I I 1 I ( 185.50' ) I r I I 2 PERMIT REVIEW COM 614!18 ��- - - - L 2 I J L� - J © - } 1 BP2ADD#2 4118118 • • �� I b ( 186.00' ) o O OF S5.01 TYP. y,9) 3 1� I I 55.01 4, (E} FIRE RISER TO REMAIN 2 �2'-0" j ( 186.00' } ao DATE S5 0 S36.14 S3.02 I REVISIONS � I I s DURING PHASE 1 € � 3 I I I I `�' ��+�� II � - / S4.0� BLOCK OUT SLAB AROUND FIRE RISER 55.02 3 N I I DURING PHASE 1. COORDINATE SIZE WITH '� I Q I I I © CONTRACTOR. POUR BACK DURING 155.01 2� PHASE 2 AFTER RISER DEMOLITION. I I I I N2 N 1 - - -LJ I TYP. I I ( 18s.5o' ) J <526 7 I Si E1 1 1 I i ,5\ I /� i (5\ I +`�1 I E2 8 ( .-.moi, 1� 6 ir , w› I- 7 [ - r - r- --/ MP : 1_ L UD I I I I© I TIGARD TUALATIN SD • O ® ( 185.50' ) I ( 185.17 ) 1 ( 185.50' ) Q ( 185.50' ) 3 f 3 TYP. I S5.01 TIGIARD TYP. - 55.01 & A HIGH 4 N Nr wi w I 6 5 U, S5.01 I T.O. SLAB I I SHOJL EL: 186' 21/2'Tin I r-) < 9 ii I I I I I 19000 SW DURHAM RD. TIGARD, OR, 97224 I 5 S8.02 JOB NO 16992.00 �yj I PbDATE: June 19. 2018 I i0 2+-E [ 182.67' I ��`ti� ��� z I I I f 1 I • P�4.7 '• O - O� t Jurisdiction Stamp Area SQ - - 1 - -- -- -- - - i - - - -- - - - - - -A. REF. ELEVATION 4/35.51 FOR I I I Tl I I REQUIREMENTS AT NEW OPENING IN (E) CMU WALL 53.131 _6 58.02 - I TYP. I I I I I I I �/ 32'-3" L 12'-8" 15'-8" -, 28' -4" 28' - 4" r 28' -4" 2'-3" 8'-5" y 19' - 1" 5' 2' 17' - 1" 15'-T' 32'-8" 13'-7" 12'-9"/ , ,' �i i / 1 262' - 2" r i LOWER LEVEL GI 43 49S4411) i-- �S6 ,,,IS7. l I,......_..„ \S8 S9 IS„_ __... 9 21 (S1 0} �ss�) (S1 2 �s 47 FOUNDATION co v PLAN - AREA S2 OD 2 r LOWER LEVEL FOUNDATION PLAN - AREA S2 0t 0 0 S2 .42 N ,/8"= 1'-0" LLI . is C3 22 -0„ 12 -8„ PLAN NOTES: / / 1. REFER TO SHEETS 50.01 AND S0.02 FOR GENERAL STRUCTURAL NOTES AND SHEET 50.03 FOR SYMBOLS & ABBREVIATIONS. - 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. a1ssettI % r 11 -I 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects r. �w ,\ - - - --- - -._ - __ _� -- _--- ----_-.-_- ___ l - f , I I I I I DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL < L f J L - L T _I DRAWINGS PRIOR TO START OF CONSTRUCTION. 1 a i� A► 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, P 2' 7 31r4" 10' 10 1/4" 1 1' 6" 5' 11 314" 7' 6 ]/4" 1 1' 6' 9' 3 3/4" 4' 2 i/4" 1 1' 6" ; I I A I OPENINGS. AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS 10 A f f /� �- f PRIOR TO START OF CONSTRUCTION. 721 NW 9TH Ave, Suite 350 III" �" Portland, Oregon 97209 Nigr �.� _ S. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; T (206) 340 9500 9F7(220096) 340 9519 01101, _641 NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO E 4 b ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. o I �q`4�� ^ I 1 I - I- - - - - r BRACED FRAME - I 1 T.O.SLAB r 1 b4 =77777.77777- TT-- :- _-x-7-;-- T -- - ,-� S 6. INDICATES TOP OF CONCRETE ELEVATION. _ I • . i,:� �,. �'�f T1iL �7 !� �. /�//i '//, li'T%i' J�. !. ',1�� '/�.' �� �.. !, ,�,/, i /X/--'1.Lix - - I. '' �. .. . .". . . . . . . i .� . d . . ii . • - .�. . - . r... - • Amor . .�. .,. . 4 P . � ti xxx.xx' CML ENGINEER & LANDSCAPE \ 1 A ] 7. �'�irl-- INDICATES STEP IN ELEVATION U.O.N. REFER TO3/S5.02. Cardno - J 8 .1 �b1 -1 [ 192.00' )L ' 6720 SW Macadam Ave Suite 200, © h\ �:* � Portland, OR 97219 } V © INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO© \ ♦ b .1 8' 0 T(503) 19 2500 194.17' S5.01 3 B 9 �, M 4/S5.01 AND 5/S5.01. ;� I ) A ' k) (5\ oalk o SS ti tiiii aik �� ( 193.00' ) 56.08! �� �}bN1W Mr +b I ,9 I � �'c`Z e s�v `-cp f 0. I :[[41 0 0 / ] I +sr +�� ' M <� 9. (X.XX') INDICATES TOP OF FOOTING ELEVATION. STRUCTURAL ENGINEER b 55.06 fy �� 56.03 J � �� , } _ , r- Catena Engineers � - I r ( - I 2l - 10. C.J. ( INDICATES CONTROL/CONSTRUCTION JOWT IN SLAB FOR Irving Suite 412 1500 NEE ] I - { I ]. - ' 1 s ( I I 1 Portland, OR 723 I. / (3X1 ON GRADE, REFER TO ARCHITECTURAL DRAWINGS a L - J L - J \ I ip / SIM. 4 � ' '�,!' LAYOUT; REFER TOT(503)-467-4980 - C I 8 i ] - ��+ J T 6/55.01. �D © a O „----- 55.06 �Ti+, I.: MECHANICAL ELECTRICAL & L [ 193.00' } ( 193.04' J { 193-00' } j 55.06 I I j ' �I 0II 4111ft -Q I 11. REFER TO SHEETS S5.01,S5.02 AND 55.03 FOR TYPICAL CONCRETE DETAILS. PLUMBING ENGINEER N a _ • - - ' « - ! 12. 8.02 FOR ADDITIONAL INFORMATION ATSuite 1600 Afk S6 AT ELEC " Giurnac - �. * REFER TO SHEETS 58 O1 AND 904 SW Fifth Ave.Aye., +�� ® +�� 54.01 PLATFORMBI BRACED FRAME FOOTINGS. Portland, OR 97204 `' �� I �� /' Z T(503)-227-5280 c, 11 d I , 113. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. ( I 93.04' )© J � �` ��� .� I O1 U.O.N. NT I \___,---A.____/€-} �`� �' �-� '� � �'��f��s �r' _ FOOD SERVICE CONSULTANT 1 I I 14. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/S6. Webb Foodservice Design - w -- I 3 ,r <r -or +�y +3 +� I x x x 15. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/S6.01, U.O.N. 3700 SE Lafayette Ct. 56.51 Y o L � J o �� �� � �� �, " cv �: ..:, Portland, OR 97202 A �2- UD ` - U I I SIM. - A 16. REFER TO SHEETS S6.51 FOR TYPICAL METAL DECK DETAILS. T(503)-236-8566 ,- ( 193.00' ) ° • r - r ]- I I - 17. FULL-DEPTH SHEAR PLATE CONNECTION, _ r _ - --- ) w 12X 4 [' � F REFER TO 2/S6.01 ACOUSTIC &AV CONSULTANT ] SBNIF w21x N � � � \ I f I I- _ J V I. L - J L J J L I -J • I J W INDICATES WELDED SHEAR PLATE CONNECTION, The Greenbusch Group REFER TO 2/S6.01. 1900 W. Nickerson St.,Suite 201 0 2 T T.O.SLAB I Seattle,WA 98119 T.O.SLAB I ( 193.00' ) { 193.00' ) ( 193.0)_U 5�"�"0'� T(_ / 18. REFER TO SHEET 56.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS T 206-378-0569 TYP- 55.01 EL: REF.ARCH //...-/4,-; EL. REF. ARCH I / 10� ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. TYP. 4 I > 53.13 T.O. SLAB ��S M 55 46 I I 19. [XX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED COST CONSULTANT milkEL' 194' -0" AAT � I - -OD - ALONG BEAM LENGTH; REFER TO 2/S6.51. Construction Focus IS.O.G. I i 20. [X-X-X] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED 740 Almaden St. 1 i•---. 4101011' I x . U U U x BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. Eugene, OR 97402 I _ T 541-686-2031 I © 21. c =x' INDICATES UPWARD CAMBER AT MID-SPAN_ Q6 i A. I x �s 3 I _ 56.51 ��VCT[fR I • I 22. �- INDICATES WELDED MOMENT CONNECTION; REFER TO 5 PROF. 4� AT 36,51 I ATr ® 4/56.01 AND 2/56.02, U.O.N. S��.4 44� V 3 ®e Mr 7 ��}5AIN � ���5� 4by�~ 6ARI / 4�5.O.G. 23. .� A-S' INDICATES ANGLE STRUT BRACING AT EQUAL SPACING � +�Iop � yr 8 V © 55.07 ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/S6.02. j S5.01 r- - 7 I - r r TYP. r f A E W 12X 14 W 18X3 ( 82 ] - - - .' ' w T I - I - - - C.ED�R'A�4 - - - - 5 I � � EIII •. - - - - - I I - { I - i01- Dm. -i ti - 24. I XXX INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUM SACH a,R' L _,_ J L _ L - 1 I I 1� - - -I r WI8X35 [28] L### LBS I OPERATING WEIGHTS AND INCLUDE CURB WEIGHTS. 1$ RSA © COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT N ly Tl{4 \- 1 © © © IL - - J a I -----\_11 I LOCATION. �.- 2018.10.09 `° ( 193.00' ) ( 193.00' ) ( 193.00' ) 8 4� Q SIM. 8 .� I EXPI- :06/30/2020 55 06 ` TYP• ( 193.00' ) 55.06 I 7 • A.S. 25. REFER TO GENERAL STRUCTURAL NOTES SECTION XVI ON S0.02 AND 1/0.02 r �- 55.46 I I S3.02 I I FOR O.W.J. REQUIREMENTS. SDI � - - - - I I - - -_ _- _ -�rr�L}1 W14X34 [20] _ _ -_ - 26. INDICATES ZONE OF REDUCED SPACING OF SLAB � L I Q REINFORCING. REFER TO KEYED NOTES 1 AND 2. 'S f,s�.. _ '56, 'SsJ�+ ti�fJB+ Q n ru 4i�' e A.S. A © +8� 8 a8+ © I 8a -.1T.? � ® 3lipp U U U I - a 27. b [ 192.54' J 'i� 55.06 �''�� 55.04 "% "�� 57.04 N N -.0 ' 13 - LU INDICATES EXISTING STRUCTURE TO REMAIN. 53.02 x x x U D U 0 55.06 AT GUARDRAIL © N -o -0 .-o o 3.01 Q r' x © POSTS � © 'O �' . A.S. 5 : 28. SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE I)+�� © +oma I _ SFRS. PROVIDE CLASS A SLIP CRITICAL PAYING SURFACES AND FULLY PRE-TENSIONED BOLTS AT WE BEAM-TO-BEAM AND 55.01 Q3 BEAM-TO-COLUMN CONNECTIONS AND SFRS WELDS; REFER 0 TYP' / \ [1,--7----' TO SECTION XI11.6 ON 50.02. A W12X14 _ W18X355 [28] W 18.<35 [28] _ -� - - - - - L ` - KEYED NOTES: w I L J 40 I I ' / • - i © / C 3 © 4"CONCRETE SLAB-ON-GRADE W/ #4 @ 16"o.c. EACH WAY AT MID-DEPTH ( 192.50' }I 4 O EXCEPT WHERE SLAB IS SHADED. REDUCE SPACING TO 10"o.c. ©� A,S.- 56.01 56.01 3 VIP , S5'©% ® TYP. TYP. 3" 18 GA.TYPE W3 COMPOSITE METAL DECK W/4"CONCRETE TOPPING I I "� I - - 56.51 AND#4 @ 1 Co.c. EACH WAY EXCEPT WHERE SLAB IS SHADED. REDUCE jok T.O.SLAB t -- - 4111111' Q �/ 1 1 LO P• IN TO 10 o.c. Ce 0 EL: 144' 0" N I 53.41 I i --- LO u N 5 © o _ A.S� U U U © NOT USED W 12X 1 C4) Q N N N ''0 '0 •Xo < 8O THICKENED SLAB AT STAIR STRINGERS, REF. 2/55.02. COORDINATETYPI I A. ii m 8 PLAN CHECK 9121118 I r 3 T.O. CONC. ® LOCATION WITH STAIR DESIGNER RESPONSE 2' 4" 2' 0" I ° A.S. 7 100% CD 8/24/18 56.51 EL:201'-0" ALIGN BEAM W/ BOTTOM OF STAIR STRINGERS, COORDINATE +per 1�r �✓ I w SIM. LOCATION W/STAIR DESIGNER 6 REVISION 8/21/18 �� I [ j 5 REVISION 8/08/18 \ [ I c i 0 I ' - ` ' ' - ` - CONCRETE GRADE BEAM, REF. 4/S5.07. SLOPE SO THAT T.O. GRADE 4 REVISION 7/11/18 © 56.52 I _\. - - -e,,� i �� - - - _ - - _ W12X14 I W 18X3 [28]s, _ W 18X35 (28] _ 6 BEAM=T.O. PILASTER AND T.O. FOOTING AT OPPOSING ENDS. 3 PLAN CHECK 8/21/18 GI . _. A 2 PERMIT REVIEW COM 6/4/18 I I �S STEEL FRAMING AROUND OPENING, REFER TO 11/S6.51. 1 BP2 ADD#2 4/18/18 I I I - O _ I I I 4\t°` 8 INSTALL (1) 1 2"0 x 36"DBA ON C•LUMN FACE 1 'BELOW T.O.SLAB . REVISIONS DATE S5.07 3 1 N s . . . ... ' / oPP. I I u w ( 193.00, ) 10 4 - 9 CONCRETE CURB. REFER TO A5.32 AND 5/55.02. N 8 10 9 �y1112, 4 `40 I I I X j u7 `� x " U U U U " N 53.02 I A 53.02 ..O 0 u o /� INT RRU'T . • :, INCL DING REINFOR IN . Fri` 61 - N N1 ^� I. x x x x /3\� OL• ION JOINT. = F - T• A-" . -No SP" IFICATIONS FOR I mt I • � � _� TH .7A OL• 10 OIN NF•'M• ON. _r''''''''' S6.02 1 E I I . BOX BEAM HEADER, REFER TO 1/37.01 E 1 ���� I I TYP. N12X14 E2 I /,� A ® LOCATE T.O.HSS AT BOTTOM OF WALL TOP TRACK I i • W 12X14 _ W 18X35 [2$] I W2 44 [28] - PROVIDE CONTINUOUS TOP TRACK BETWEEN HSS POSTS AND 1X SSG - - - _ � � - - - - - - I --- _ - - 2 1o I I - a ``--- FASTEN WALL STUDS TO HSS POSTS PER 6/S7.01. REF. ARCH FOR ' © 'co\ L _ 4 T.O.WALL ELEVATION 55.07 S5.06 411 AT FIRST (4) STUDS IN PARTIAL HEIGHT WALL, PROVIDE TSN r 362MW-24 SISTERED TO WALL STUDS USING ALL PRE-PUNCHED TIGARD TUALATIN SD O r, y �„AT GUARDRAIL I I A x --.. HOLES. ANCHOR BASE OF MIDWALL STUD TO CONCRETE SLAB W/ in f I POSTS . . i (2) 3/8"0 GR.36 ADHESIVE ANCHORS W/3" EMBED. (3/8"0 TIGARD r� Alikb, �� ° " i' _ T BEAD D W DST DS • UN •PP PO' ION •F ST L B 'M). / 6 Akio, 56.51 © 6 o •0 0 ,o ••`#'• •-�0'•','•'i'•`i'.`i'.•-4P-wA1 0 \ _ _ , ( 192.50 ] 1 `56.02 55.04 x x x x X A ® BRICK LEDGE, REF. 4/S5.04 AND ARCH FOR ADDITIONAL HIGH C r - TYP\ 'O ° o o INFORMATION O I W '1X50 W12X26 3 �� /I W 16X26 W 18X35 W 18X35 /1/i3-� I ,� ... T _ SCHooL 8 8 8 7 - HSS T.O.STEELdo �� 55 �� Sb.02 V �, TYP. x EL: 194'-0" �+ 6 '� �� 5 5\ T.O.SLAB (8 \ ATMC 56.15 TYP. x I WI 2X14 W 12X14 o 3� �( 192.50' ) I m 55.06Aill 0 56.52 © EL: 194'-0" 56.15 91 = 4t- /,� � A , b I ©`� r Or 12 4{LOW) W17x1a inW wIAun /Hirth) r BRACED FRAME �l Axan (Hier+} W12X2b W1£pt35: [28] - N21X44 [28] I ;* r� 9000 SW DURHAM RD. SJ w ------v---ft. T 44, ( } _ _ _ _ ;4- Cr) TIGARD. OR. 97224 / \ - : I I - i I I ' W 14X22 (HIGH) W 18X35 (LOW) - - i- W21 X50 (LOW) .ter \rL.. I yJ * ,w1- . • - • • - . - . . . 1, . - « �.. . I •• •/' + - . im . - . r.nr . 4 . - . - I I �• . - - . - - . - r.b ,5y+� . - . z JOB NO: 16992 00 W ISSUE DATE: August 21, 2018 !I� I I I 14 I I �45 4' aY P.� 9�C�+,/� 6 6 O S3 01 P F.p C ® S51.06 I I I �� I I " 4 56.15 :m C 55.06 Jurisdiction Stamp Area c 1 ) I I I I D I 9. 1 - I A o k - . H., . . . . . .06, . . , ,, ..-. 0.r ... . 1 0 ask 5.42 s T AT GUARDRAIL I ® © POSTS I I I I I I z Q9 4 ® 0 I 0 �� 32'-3" ' 12' -8" L 15' -8" '� 28'-4" 28' 4" 'V 28'-4" 2' 8' - 5" l� 19' - 1" I, 5' -2" ,, 17' - 1" 197 -, 'I MAIN LEVEL FDN . tro-ri_.7. 1 , CO & UPPER AUX NI- S2 �S4GI S6 E S8 ® 1S9.21 (s„.76/ / Z 0 GOo FLOOR FRAMING 0. 0 PLAN - AREA SI MAIN FLOOR FOUNDATION PLAN - AREA Sl S2 . 51...... a 1/8"= 1'-0" o 0 ,_ r PLAN NOTES: KEYED NOTES: 1. REFER TO SHEETS S0.01 AND S0.02 FOR GENERAL STRUCTURAL 13. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. 26. INDICATES SNOW DRIFT LOAD (PEAK LOAD SHOWN). WHEN O NOTES AND SHEET S0.03 FOR SYMBOLS & ABBREVIATIONS. huham_ SNOW DRIFTING IS CONSIDERED, A UNIFORMLY DISTRIBUTED 4"SLAB-ON-GRADE W/ #4 @ 10"o.c. EACH WAY AT MID-DEPTH 14. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/S6.01, U.O.N. SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. CONCURRENTLY. 3" 18 GA,TYPE W3 COMPOSITE METAL DECK W/4"CONCRETE TOPPING 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO 15. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/56.01, U.O.N. AND #4 @ 16"o.c. EACH WAY EXCEPT WHERE SLAB IS SHADED, REDUCE DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL 16. REFER TO SHEETS 56.51 AND S6.52 FOR TYPICAL METAL DECK DETAILS. 27. SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE SPACING TO 10"o.c. asset�i DRAWINGS PRIOR TO START OF CONSTRUCTION. SFRS. PROVIDE CLASS A SLIP CRITICAL FAYING SURFACES AND COORDINATE ALIGNMENT OF BEAM AND POST W/STAIR DESIGNER 17. F INDICATES FULL-DEPTH SHEAR PLATE CONNECTION, FULLY PRE-TENSIONED BOLTS AT WF BEAM-TO-BEAM AND architects 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, REFER TO 2/S6.01. BEAM-TO-COLUMN CONNECTIONS AND SFRS WELDS; REFER OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS W INDICATES WELDED SHEAR PLATE CONNECTION, TO SECTION XI11.6 ON S0.02. © THICKENED SLAB AT STAIR STRINGERS, REF. 2/S5.02. COORD. PRIOR TO START OF CONSTRUCTION. REFER TO 2/56.01. LOCATION WITH STAIR DESIGNER 5. REFNOT RLOL METAL DGS DETAILS SA FOR DECK REINFORCING AT OPENINGS; 18. REFER TO SHEET S6.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS 28. INDICATES EXISTING STRUCTURE TO REMAIN. 40, ALIGN BEAM W/ BOTTOM OF STAIR STRINGERS, COORD. 721 NW 9TH Ave, Suite 350 NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. LOCATION W/STAIR DESIGNER Portland, Oregon 97209 T.O. SLAB 19. [XX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED 29. I INDICATES ZONE OF REDUCED SPACING OF SLAB T (206} 340 9500 F (206} 340 9519 6. XXX.XX' INDICATES TOP OF CONCRETE ELEVATION. ALONG BEAM LENGTH; REFER TO 2/56.51. REINFORCING, REFER TO KEYED NOTE 2. 6 CONCRETE GRADE BEAM, REF. 5/55.07. SLOPE SO THAT T.O. GRADE BEAM =T.O. PILASTER AND T.O. FOOTING 20. [X-X-X] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED 7. �iiiiw INDICATES STEP IN ELEVATION. BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. • INDICATES EXTENT OF SLOPING SLAB (TOP SURFACE ONLY). REFER TO O ARCH FOR LOCATION AND SLOPE. MINIMUM CONCRETE THICKNESS CIVIL ENGINEER & LANDSCAPE 8. O INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO 21. c =x" INDICATES UPWARD CAMBER AT MID-SPAN. = 2 1/2". REINFORCING MAY DEVIATE 1"MAXIMUM FROM SPECIFIED Cardno 4/55.01 AND S/S5.01. LOCATION EXCEPT MAINTAIN 3/4"CLEAR COVER ON REINFORCING. 6720 SW Macadam Ave Suite 200, 22. O.- INDICATES WELDED MOMENT CONNECTION; REFER TO BEND OR DRAPE REINFORCING AS REQUIRED. Portland, OR 97219 9. (X.XX') INDICATES TOP OF FOOTING ELEVATION. 4/S6.0] AND 2/56.02, U.O.N. T(503)-419-2500 8 3" 18 GA. TYPE N NON-COMPOSITE METAL DECK 10. r C.J. ( INDICATES CONTROL/CONSTRUCTION JOINT IN SLAB- A S. STRUCTURAL ENGINEER 23. - A.S. INDICATES ANGLE STRUT BRACING AT EQUAL SPACING ) > ON-GRADE, REFER TO ARCHITECTURAL DRAWINGS FOR ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/56.02. Catena Engineers LAYOUT; REFER TO 6/S5.01. A 41, STEEL FRAMING AROUND OPENING, REFER TO 12/56.51 1500 NE Irving St., Suite 412 24. r XX-X INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUMS. Portland, OR 97232 11. REFER TO SHEET S5.01 FOR TYPICAL CONCRETE DETAILS. I ### LBS I T(503)-467-4980 L _ _ _ J MECHANICAL ELECTRICAL & 12. REFER TO SHEET S8.01 FOR ADDITIONAL INFORMATION AT BRACED 25. REFER TO GENERAL STRUCTURAL NOTES SECTION XIV ON S0.02 AND 1/0.02 PLUMBING ENGINEER FRAME FOOTINGS. FOR O.W.J. REQUIREMENTS. Glumac 900 SW Fifth Ave., Suite 1600 I ! • Portland, OR 97204 t I � T(503)-227-5280 1 I I FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T3\ (503)-236-8566 , , , _ I , _._'' I { ACOUSTIC & AV CONSULTANT �... it .____A......._.„.._...,......„ .,.. .�... ..i... ,�..► .I �... .�. ..�. The Greenbusch Group 171111111 HS58X4X1/4 a, 14 I 1900 W. Nickerson St., Suite 201 I �; 1 I �.. I /\ _ Seattle,WA 98119 EN a I < I 53.01 < I m ! I T 206-378-0569 Z I I I s �� �1 0 COST CONSULTANT 00 • NI 4X22 W16X26 C=1 1/4" I I I W16X26 C:=1 1/4" (NI . -.0 X X x HS58X4X 1/4 S6.5./ Construction Focus N J N W16X26 C=1 1/4" F v ° r \ 740 Almaden St. N . co 4 I .' I I f ! 4 . 1 . . lei . . aw. . t . iO . i . v Eugene, OR 97402 x a t T 541-686-2031 �} T.O.STE.L N c74 Lo TEMPORARY 54.01 1 .16. co - Y EL: 198'-9 1/4" \ N N A PHASE 1 ROOF t;, ; r sU C T UA S6.06 T.O.STEEL A \ 9 = „4 I lir EL: 200'-51 ` C® 1 © I 5 .0 PRpci s� W14X22 W 16X26 C=7/8" - WI 6X26 C=7/8" - W12X19 -----,..-D-"'........: T-�...,.�--, �' s -i HSS 12X4X 1/4 �. T�7 r : . io 4111 \ - - - , - I 3 W12X19 - I W12X14 . - -- �`� 9r i, I A IAA7 -- ` = ii W12X19 _ t 6.06 I ' I 1 - 56.rtr fl'-91/4" I ' I 0 : .ON ' 56.05 OPE. . O •• ��gcit a,2°O4 k. N N _ T.O.STEEL qs, • HSS8X4X 1/4 © ON M. TFiO v I �, EL: 198' 6 1/4" W14X22 W16X26 C=1" co W16X26 C=1 1/8" L,', W12X19 ° 12X19 W14X22 3 5 1 441 8.08.20 o M (- °° CO •I ai I 1 36.15 x x ® EX• - . 4 ; 30/2020 TYP. A w �n fs I I a- • : x ,. I I 3 coco 1111!" �1 Y12X14 ' l ,�h��� _ i ®� 5651 © �H5S8X4X1/4 � PHASE 2 BRACED FRAME 77._77._77._7 -- �/� �. �- -_..���...,..�_�. --.����..��..���....__�.��..�...�� -- �- �- -- _[ I -- �- (1 ,t W12X14 = W z 1 r ::. 18X35 [361 \ 1 W 14X22 W 16X40 J' W 16X40: /t jr21 X44 ,[42] r-3;E"o . W21 X44 [42]C-3/4 ,6 I vi I N I �,Jk1 QI � I ^ QI �] � 1 W12X14 QI W12X14 : a 5 - ! I 53.02 I $6.06 $6.15 W 12X 1 I Z9 ii W 14X22 W 16X26 C=314" ���� � [ I W 16X26 C-314" ,o TYP. El 53.02 4 1 { ,..r/16X26 C=3/4" - -o ' -o .YP. -o ,o -o {J r' a i x x -xo x / x .. x -xo 6 SEISMIC x 1 9 © _ _ W12X19 v 4 c� TYP. ° O �!SEPARATION 53.02 W14X22 1111 9 � .c:,-; PC`r W16X26 C=3/4" TYP. 56 1 •' 6X26 C=3/4" csi3 W16X26 C=3/4" ©N 11-fT.O. SLAB 111 - N �r EL:201'-0" r . d iiii4L T< i TYP. 111411,- farallb, _ N 3 0 56.13 0 TYP. $6.51 1 56.02 W 1 4X22 eari W 16?26 W 18X35 [..] W 18X60 [62] C=7/8' W 18X60: 62] C 7/8" I W12X19 __ 0 71-__ - W 16X26 C=3/4" W16X26 C=3/4" W 16X26 C=3/4" I • \ W14X22 i SLOPED) o TYP. TYP. ! a T.O.SLAB { • 3 cv N /._ 2 HSS4x4x1/4 / OIliar EL: 199' 0" c� x POST v °r° 0 4 56.01 0 0 56.01 o x o o x ° x ��� ��� ��� - TYP. ��`5 6"SEISMIC ittr o .• RAMP UP "� `R -1:_: SEPARATION S _ i I '*' v :RACED / . 8' 9 1/2" - \ 4 REVISION 8/21/18 \ W16X26 W]5X26 W 16X26 W]6X31 W 16X26 _ FRAME _ W 18X60 62 C=1' r� r . _ [ ] r 1 r. 1# 16X26 3 REVISION 8/08/18 J � ti f� � \ W 18X60 [62] C=1" I :. a 2 REVISION 7/11/18 / 7 x 1 PLAN CHECK 8121/18 8 n Nii-,..,._,/ n © ® c, © ( ) coI I $6.51 \ 2Nik 56.12 a 5612 �6.1� fv56.12 TP. 6 I 11 53.14 $3.02 /4\i REVISIONS DATE x I I I 3 54.01 j 3 .f N I I 56.51 4 _ co I o I I I c U U U U U U A.S. W16X26 N - N -O N -o ,O `o `o u, v-, i N2 N1 3.--''''''''''''''' 3L I r N ('4 x x N x x x N N x x x o o x o o .o -o �� (E) CONCRETE /r J 3 k k- -i ' 'k K 1 AB TO REMAIN A c it S1 E1 3 T E2 8 6.51 I A 6 / , /\ v .. I ® -711111-2 / , 21X44 W21X44 W21X44 [48] C=3/4' W21X44 [48] C=3/4" S P - - - . - - - - - - -.. - _ -. _ I -- - -- - ----- r • 7 I / ♦ 2 3 I / 3 I TIGARD TUALATIN SD . T.O.STEEL I 4T0;STEEL EL: 198'-7" 56.12 S6.12 EL: 198'-7" © 56.51 TIGARD , 8 42,vivY . HIGH 1 1I i ! I A i' I I ! I al 4 4 TYP SCHOOL' 55.51 ,o o S6.51 in co A x i I ! I I 3 Q 9 • i I 1'-6" ll , 53.14 9000 SW DURHAM RD. TIGARD, OR. 97224 I i I I : • if2 0 2 0.t T.O.STEEL 1 JOB NO: 16992.00 W12.14� EL: 198' 7" ISSUE DATE: June 19,2018 o ; I I v; I 6 TYP. Jurisdiction Stamp Area Ao *-;4 I i4°1 aV I I- _ - -. _ 1 - - - _ - I _ t j _.... S8 02 hi T.O.STEEL . MOMENT( RAM• EL: 198'-7 .. W 18X55 7 53.13 1/ - I 51 \ 56 3 J 32' - 3" 12' -8" 15' -8" y 28' -4" 28' -4" 2$' 4" 2' 3" 8' -5" 19' 1" 5 2" 17' 1" 15' 7" 32' 8" 13' 7" 2' 9" J / - _Jr / �( y �. ,f ( / / / / / J i . r ♦ i, . r I I . i /r / I 262' 2" f UPPER AUX LEVEL - FRAMINGPLAN GI 0 0 S4 S6 •SJ ) �S8� �S9� 59 2 � os �sss�� (S12\ (s 1 3 ,S1 4 u-) LEVEL - AREA S2 criM �_ co a UPPER LEVEL FLOOR FRAMING PLAN - AREA S2 [VED w . 52 118"= 1'-0" PLAN NOTES: • . . 1. REFER TO SHEETS 50.01 AND S0.02 FOR GENERAL STRUCTURAL NOTES AND SHEET S0.03 FOR SYMBOLS &ABBREVIATIONS. 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. ' � � � I � bassetti 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO { { I I - / DIMENSIONS, ELEVATIONS,SLOPES, AND DRAINS WITH ARCHITECTURAL el �,,s _ _ - - architects I DRAWINGS PRIOR TO START OF CONSTRUCTION. ,1 I 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, $4.01 T REF.2/S6.06 AND OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS I I.I 1 1 6/S6.06 FOR 1 11 I ! I 10 I{ I CHANNELS A PRIOR TO START OF CONSTRUCTION. 721 NW 9TH Ave, Suite 350 ATTACHED T (E) I I I 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; Portland, Oregon 97209 ® I I METAL DEC TYP. NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO T (206) 340 9500 F (206) 340 9519 T.O.STEEL d I { , 4 I I I ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. EL: 207-4" I I 11 ,53.22 1 I I 1 6"SEISMIC SEPARATION W12X14 I{ T.O. SLAB c. �:,; �; .�., `� �..r/r� - SFRS 6' XXX.XX' INDICATES TOP OF CONCRETE FILL ELEVATION. 7 • s • - • ! •�,.� s co - 4l• • •D • -.} • 4 • 1•� • . 1 •' • ss •1 • s, • • s • s= CIVIL ENGINEER & LANDSCAPE N /%" Cardno S6.0$ Y { � � � . � � _ 7. �ii,ri� INDICATES STEP IN ELEVATION. W 18X ,5 I \ W 16X26 ,, A W 16X26 W 16X26 W 12X 14 W 16X26 2 I 6720 SW Macadam Ave Suite 200, © W16X26 • \� Q A I Q I N 4 I 8. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. Portland,OR 97219 T.O.STEEL ��\� {-�'+ a a 3 T.O.STEEL 18X35 8 w • 56.51 I T(503)-419-2500 `� Sa x $7.04 •• S3.0 I t 9. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/S6.01, U.O.N. EL:216' 6 1/2" EL:206.-10 1/4" III 55a-4/ �, a0 s �`' v o? ® ® I I 53.22 x 1 �'� I STRUCTURAL ENGINEER TYP. AT GRID � . 12' 2" . �` co c� 10. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/56.01, U.O.N. 24"LH-SERIES T.O.STEEL/ o_ I I ,o _ Catena Engineefs Si, U.O.N. - �N12X1� - - - - - -W�X31- //��� \-% ---;) EL: 208'-0 3/4" W 16X26 - W 18X35 r - - W 16X26 1 WI 2X14 W12X14I �' I 57.03 �- I V 1 1. REFER TO SHEETS 56.51 AND 56.52 FOR TYPICAL METAL DECK DETAILS. 1500 NE Irving St., Suite 412 S I`1 , err - - ,� - ,a i - • _� {. I - Ste, {- - - 0 Portland,OR 97232 x x c� Q I ,o It c" si T(503)-467-4980 w a A x \t' -\\ I 1 1 I © RTU-4 I N x 12. F INDICATES FULL DEPTH SHEAR PLATE CONNECTION, k. �� T 5 fig+ ai`c,E Sb 12 24,800 LBS MAX. © I I Mr • REFER TO 2/S6.01. MECHANICAL ELECTRICAL & 56.06 �'a 4 X55 TYP. W12X19 W 3 I Wi 14 { ` I W8 C15 © W INDICATES WELDED SHEAR PLATE CONNECTION, PLUMBING ENGINEER 24"LH SERIES • J I .� I Pi I I REFER TO 2/S6.01. OI TBEAM W16X26 ? ;n x 11) I �� Glumac x "' v x • • • • • 13. REFER TO SHEET 56.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS 1 v x N 900 5W Fifth Ave., Suite 1600 Nc•, I I 10oON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. Portland, OR 97204 W18X35 W16X26 3 W16X26 W12X14X T.O.STEEL x �� 56.12 XX T(503)-227-5280 N C91 Q 1 1 I I r 14. [ ] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED N v) EL: 208'-0 3/4" 1 = TYP. AT BEAM END 777'1% © 56.12 I ALONG BEAM LENGTH; REFER TO 2/56.51. I� r 24"LH 5Er S • _ AT GRID S2, L. W 16X26) 2 AT STAIR FOOD SERVICE CONSULTANT W16X26 W16X26 r�, 74 "' T S4.pl POP UP 15. [X-X-X] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED Webb Foodservice Design 2 x BTWN GRIDS \� ^ i - - - - -� - - - 7 BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. Y g A alk .7-7-7---7,-.7.7 x x '0 3700 SE Lafayette ette Ct. 56.10 SIM. T.O.STEEL SA-SC +�,i� .ice\ Ems\ Sb.01 _ _' _� Portland,OR 97202 .). 6559 a+a q4- 0 , , 16. c =x' INDICATES UPWARD CAMBER AT MID-SPAN.0 T(503)236-8566 TYP. < TYP. EL:207' b 1/4" Z. 5c 55 TYP. 1 ' r W12X19 I 1 �,} '�, 56.10 AT JOISTS `� '� i ,3.15 :Y ALONG W16X26 � W16X26 - W16X26 - W16X26 W12X14 _ i I I W6X31 17. INDICATESWELDEDMOMENTCONNECTION; REFERTO ACOUSTIC &AVCONSULTANT ESB) �-, FA GRID S2 - x� w w . T.O.STEEL 4/S6.01 AND 2/S6.02, U.O.N. • / I I The Greenbusch Group T.O.STEEL , 24"LH-SERIES •WJ 12 I OSA-1 i N • EL:215'-1' - A.S. 1900 W. Nickerson St.,Suite 201 N EL: 208'8" - I I� AT GRID S9.2 18. - . INDICATES ANGLE STRUT BRACING AT EQUAL SPACING 9,300 LBS MAX.AMAXr, x 4 Seattle,WA 98119 A S6.12 AT GRID S4, BTWN o i X i I ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/S6.02. oo �`" l"'�� i v I 17 56.51 11" T 206-378-0569 x TYP. GRIDS SA-SC m s illill 3 i ,�, 10 7 _ _ _ X F 1./\1I I r ' 0 19. XX-X INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUM N 3 W16X26 W16X26 W16X26 W12X14 I I W 6X31 ® ### LBS OPERATING WEIGHTS AND INCLUDE CURB WEIGHTS. COST CONSULTANT 24"LH SERIES OWJ . W16X26 • Y - V - Y L _ _ _ COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT Construction Focus o x Amaden St. . ✓ 1 r-- 1_I 1 6,100 LBS MAX. CV) 2 i ` L W 12X19V J LOCATION.b. Eugen740 ie OR 97402 6 SIM. a `~ © �_ coXi i 20. REFER TO GENERAL STRUCTURAL NOTES SECTION XVI ON S0.02 AND 1/0.02 T541-686-2031 O A �6.1y xo 1 3 x Nt L - �� _ _ _ _ _ - - J x FOR O.W.J. REQUIREMENTS. $6.10 0 1 � 3 TYP. 24"LH-SERIES OWJ V� © W16X26 W16X26 W16X26 W12X14 © W16X26 21. INDICATES SNOW DRIFT LOAD (PEAK LOAD SHOWN). WHEN �VCTV/4 W16X26 L - - I I I I I A I AI lk SNOW DRIFTING IS CONSIDERED, A UNIFORMLY DISTRIBUTED 5� ,�� �,i . e EQ EQ . ® SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT 4 Mr, X o0 0 ` +�\� I N I ('? I "' I "' I • 7 T.O.STEL �� SIM. CONCURRENTLY. �C.��►�c x �, h 1 ¢ I a1 ¢ I ¢ I IQI 56.511 ,r, q'F ¢ - EL:216 2 /2T 22. INDICATES THAT STEEL FRAMING ALONG GRID IS PART OF THE = F NZ` I II l 5 ) . I1 SFRS SFR$. PROVIDE CLASS A SLIP CRITICAL PAYING SURFACES AND 608,/ W16X31 / V W16X26 W16X2 \ r W16X40 r - FULLY PRE-TENSIONED BOLTS AT WF BEAM-TO-BEAM ANDc4 s o SFRS _ (HIGH & LOW) ' (HIGH & OW) (HIGH & LOW) A BRACED FRAME\ 711� W12X26 _ _ _ _ t W16X26 -- - FA W16X26 1 IBEAM-TO-COLUMN CONNECTIONS AND SFRS WELDS; REFER �.' �ACN I,�a p�` T.O.STEEL , I = TO SECTION X111.6 ON 50.02. `r�iv M. NO O T.O.STEEL HIGH o J • ( ) N D C 10X 15.3 i I -- 2018.08.20 EL:21T 3' r. -` I�, � c'? I oo 24• INDICATES EXISTING STRUCTURE TO REMAIN. E ' . + % 012020 a°= S6.02 EL: 216'-b' 7.5"TOP CHORD Q `� `�' RTU-8°` AAT GRID SC EXTENSION TYP. -� o A TYP. A n 1 t o i a 1 xo : 100 LBS 24"LH-SERIES OWJ I S3.02 PU U AX. �„ 25. INDICATES APPROXIMATE LOCATION OF FALL PREVENTION • SD - - - W21X44 W 44 `` W21X44 W21X44 I u I _ - �� FA ANCHOR BY OTHERS. WHERE ANCHOR ALIGNS WITH AN fI} - �„ -p L- - - �'- _...I i _ - - -cc OWJ, DESIGN JOIST FOR LOAD IMPARTED BY ANCHOR. CO C10X15.3 I CONTRACTOR TO COORDINATE. xx I IW12X14 W24X55 C=1"'1�J Alk1LU I 0 26. 0 INDICATES APPROXIMATE LOCATION OF POINT LOAD FROM O S6.10 A CL Lel PII ®> WRESTLING MAT HOISTS SUSPENDED FROM ROOF b 24"LH-SERIES OWJ c,P. TYP. V x RTU-6 I 53.01 STRUCTURE, REFER TO ARCH AND MANUFACTURER FOR - i�ds - N 8,500 LBS MAX. 00 _ _ _ _ .1 OC• 10 • ND OA i NG. �' t� Icci \ �' x N l✓10X 11.3 27. j A IW INDICATES LOCATION OF 2 KIP VERTICAL LOAD ON STEEL LTOP 5 FA C8X11• .5 C8Xi 1.5 FA C$X1 1• .5 OPP. 2 •xo ��+R�� 0 QI o 2 JOIST FROM METAL STUD WALL ABOVE. - 56.06 S6.15 ,ZS OS~ © I ' 24"LH SERIES OWJ ,n ,n C8X11.5 'V Q W21 X93 I SES �� - ,� t---.-- - i - - - - - - I I = J KEYED NOTES: T.O.STEEL (LOW) U U A Iill lI A. EL: 207'-6 114" co) U oxo cox = O 3" 18 GA. HLN3 AC METAL ROOF DECK ©� AT GRID 52, BTWN HIGH U /\ o 1 I GRIDS SC-SJ 4)TYP.24"LH-SERIES OWJ C8X11.5 C8X11.5 v?1 x I IQ I 3" 1$ GA.TYPE N NON COMPOSITE METAL DECK I C8X11.5 2"CONCRETE HOUSEKEEPING PAD ABOVE FLUTES OF METAL DECK. T x M O A �- lV 12X14 S3.011-1 III W21X44 C=3/4" V L EXTEND CONCRETE 3'-0"FROM UNIT ON ALL SIDES. COORDINATE co N • TYP. co z C8X11 5 0 I- - - - -] LOCATION W/MECH. PRIOR TO POURING PAD. REFER TO DETAIL 1/56.53 = T f P.i X 2 LOW < I I 1 8 2 NOT USED © -0 - 6.01 TYP. CO VW O S73.02 24"LH-SERIES OWJ 1 O Vr DL=190 PLF;SL=230 PLF;WL=+90 PLF,-240 PLF 1I . IN TYP., U.O.N. w \� I I� © STEEL FRAMING AROUND OPENING. REFER TO 11 AND 12/56.51 T.O.STEEL (HIGH) J0 T.O.STEEL (HIGH) 41 y- 4 © $- 2w 1x� eryP. U.O.N. EL: 219'-4 1/4" a EL: 219'-4 1/4" 5`' I i r S� 6 L5x5x3/8 BETWEEN OWJ TOP CHORDS 56.16 AT HIGH RIDGE • H - R it 0 24"LH SERIES OWJ �/ n RIDGE Q W21X93 S F 1 `�, w l' • - 2 REVISION 8/08/18 FA o C8X11.5A FA 1 PLAN CHECK 8/21/18 55 PSF + O.STEEL LOW) © I \ T.O.STEEL O 0 0 J z 0 0 0 O A 3 O 1 EL:216' 6 2" �,, w w w 0 w w w wN RTU-7 EL: 214'-4 1/2" - # �r A LU LU n ci Lu S6.15 z AT GRID S7 x REVISIONS DATE Ili w LU J LU w w w -o I 21,800 LBS A AT GRID S10 24" LH SERIES OWJ 11.5' cO i 1 w "' `'' e x 1 IMAX ¢w - w J J o' JI I J J 0 0 0tl 0 0 0 0 C8X11.5 co © I I I N o a g �° �° �° ° -J W 12X 14 W21 X44 C=3/4 I 61/2'= N U 53.02 U<-9--- TQ� o II II N N 1 1 24"LH-SERIES OWJ C8XI 1.5 �- N 1111 m m I ` O I I I 111 3 W12X19 E S6Tl 0 C8X11.5 � , C8X11.5 ,0 1 \p, � L - -�-- - -�+ Q[ ' ,� �� A I S6.51 E2 - �+ Lr? to c -Lr? - 5� © I r `\ 24"LH SERIES OWJ �- 4_ - x . oxo-- - - U U - - p A co 8X11.5 QO W21X93 I S2 U 0 L �1`'�fJ I A 2 A 1 I " C8X11.5 I TIGARD TUALATIN SD FA C8X11.5 FA C8X 11.5 S6.10 LO_ 56.15 !0 24" LH-SERIES OWJ co 0,5 I A. co W12X14 I< II �, 0 REF. 2/$3.21 FOR FRAMING No x I TIGARD TYP. 1 = ELEVATION ALONG GRID •O f A SIM. N e 56.16 S2 O S8 ROOFSH AT FROM GRID x W21X44 C=3/4" V NxHIGH _ { F .S6.08- W 16X31 U I = e _ _ _ W 12X 14 -- -- CO , FA ;� I SCHOOL T.O.STEEL Q "' Li? N C,) x EL:208'-0 3/4., v __ © A o I x x• ^0 ::\_4 2 x l U U 3 :c?.. N u w 53.21 5"TOP CHORD E):TENSION, C8X11.5 3- o T.O.STEEL TYP. BETWEEN GF"/DS S3&S7 T.O.STEEL i - 24"LH SERIES OWJ rT EL:217 2 1/2 L:2161-0 1/4" 9000 SW DURHAM RD. W12X14 W21X44 W21X44 _ BRACED FRAME AT RIDGE - -- 44 W12X26 W16X36 TIGARD, OR. 97224 W 16X36 -1- . .1 r 1 I �` - B NO: I N u4111 isow' . i 1 1 • s • s • s • • s • s • s r s • s • s • • s • ssm • s • •w�� • s s s • s + •� • s s • s • • s • • s • • s = • s • s T.O.STEEL¢ I I Q N I S6.i 5 1L 1 4 SOSUE DATE: June 169,9 20180 0 T.O.STEEL I EL:207'-4" IN ¢ I 6 .. 1 • T.O.STEEL HIGH) © 53.01 I EL:215' 1" S6.51 AT RAKE v EL: 214'-4 1/2" TYP. S6.10 e m Jurisdiction StampArea 1 I AT GRID 13 SIM. V 'n v W 18X35V I y L y` sib • s • s 6 • • s • s • •mow • •sss. II6 T.O.STEEL S6.13 56.51 56.13 EL: 208'-4" I I I I I I I SIM. AT RAKE �� �'3w� `L �� Aid- / 8" 15' 8" 28' 4" , 28' 4" / 28' 4" ;' -3 8' 5" ' 19' 1" / 5' 2" ' 17 1" / N1 e le v) N A 1 N N ROOF FRAMING Jr ,.A ,..\ _,'-', `,�Y 197' -T, I- 2 0PLAN - AREA S1 CD._ (ID • S4 S6 7 1 S8 S9 IS9 2� (S 10 W U) I- M r-- 00 2 ROOF FRAMING PLAN - AREA Sl N 1/8"= 1'-0" w S2 . 53 co 0- PLAN NOTES: KEYED NOTES: 1. REFER TO SHEETS S0.01 AND 50.02 FOR GENERAL STRUCTURAL 12. F INDICATES FULL-DEPTH SHEAR PLATE CONNECTION, 21 iaINDICATES EXISTING STRUCTURE TO REMAIN. . 3" 18 GA. PLN3 AC ACOUSTIC METAL DECK NOTES AND SHEET 50.03 FOR SYMBOLS & ABBREVIATIONS. REFER TO 2/S6.01. '"`"*` 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. H"" I INDICATES WELDED SHEAR PLATE CONNECTION, 22. INDICATES APPROXIMATE LOCATION OF FALL PREVENTION ■ REFER TO 2/56.01. FAQ ANCHOR BY OTHERS.WHERE ANCHOR ALIGNS WITH AN © 3" 18 GA.TYPE N NON COMPOSITE METAL DECK 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO 13. REFER TO SHEET S6.51 FOR SHEAR STUD INFORMATION; PROVIDE SHEAR STUDS OWJ, DESIGN JOIST FOR LOAD IMPARTED BY ANCHOR. aLLL/ILI DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL ON ALL BEAMS THAT SUPPORT COMPOSITE METAL DECK. CONTRACTOR TO COORDINATE. © WT5x15 architects DRAWINGS PRIOR TO START OF CONSTRUCTION. 14. [XX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED 23. SFRS INDICATES THAT STEEL FRAMING ALONG GRID IS PART 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, ALONG BEAM LENGTH; REFER TO 2/56.51. OF THE SFRS. PROVIDE CLASS A SLIP CRITICAL FAYING OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS 15. [XXX] INDICATES NUMBER OF SHEAR STUDS EVENLY DISTRIBUTED SURFACES AND FULLY PRE-TENSIONED BOLTS AT WF . L5x3x3/8 (LLV) BETWEEN WT'S/HSS PRIOR TO START OF CONSTRUCTION. BETWEEN WF BEAMS ON WF GIRDERS; REFER TO 2/S6.51. BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONSA 3 AND SFRS WELDS; REFER TO SECTION XIII.6 ON 50.02. CHSS " *' �? 721 NW 9TH Ave, Suite 350 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; • 4x3x1/4 : IETWEEN WT'S/HSS Portland, Oregon 97209 NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO 16. c =x" INDICATES UPWARD CAMBER AT MID-SPAN. -,,ri ,r T (206) 340 9500 F (206) 340 9519 ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. 2"CONCRETE HOUSEKEEPING PAD ABOVE FLUTES OF METAL DECK. 17. II---- INDICATES WELDED MOMENT CONNECTION; REFER TOAA 6 EXTEND CONCRETE 3'-0" FROM UNIT ON ALL SIDES. COORDINATE 6. T.O. SLAB 4/S6.01 AND 1/56.02, U.O.N.XXX.XX' INDICATES TOP OF CONCRETE FILL ELEVATION. LOCATION W/ MECH. PRIOR TO POURING PAD. REFER TO DETAIL 1/56.53 18. - A.S. . INDICATES ANGLE STRUT BRACING AT EQUAL SPACING 4fr HSS5x5x5/16, WELD ALL AROUND TO COLUMN FLANGE W/5/16" CIVIL ENGINEER & LANDSCAPE 7. )iin:.i,, INDICATES STEP IN ELEVATION. ALONG LENGTH OF BEAM, U.O.N.; REFER TO 5/S6.02. FILLET WELD AND ALIGN W/ UNDERSIDE OF DECK, U.O.N. Cardno 6720 SW Macadam Ave Suite 200, 8. BEAMS ARE EQUALLY SPACED BETWEEN GRID LINES, U.O.N. I- - - - T Portland, OR 97219 19. I XX-X I INDICATES MEP EQUIPMENT; LISTED WEIGHTS ARE MAXIMUM 3 8 STEEL FRAMING AROUND OPENING. REFER TO 11 AND 12/S6.51 T(503)-419-2500 9. FOR BOLTED BEAM-TO-BEAM CONNECTIONS, REFER TO 2/56.01, U.O.N. L### LBS J OPERATING WEIGHTS AND INCLUDE CURB WEIGHTS. COORDINATE STEEL INFILL BEAM LOCATIONS WITH UNIT 10. FOR BOLTED BEAM-TO-COLUMN CONNECTIONS, REFER TO 3/S6.01, U.O.N. LOCATION. STRUCTURAL ENGINEER 20. REFER TO GENERAL STRUCTURAL NOTES SECTION XVI ON S0.02 AND 1/0.02 Catena Engineers 1 1. REFER TO SHEETS S6.51 AND S6.52 FOR TYPICAL METAL DECK DETAILS. 1500 NE Irving St., Suite 412 FOR O.W.J. REQUIREMENTS. Portland,OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER I Glumac 900 SW Fifth Ave., Suite 1600 I Portland,OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette T.O. TEEL IP© T.O.STEEL T.O.STEEL Portland,OR 97202 1 EL:213-10" EL:217'-2 1/2" EL: 216'-0 1/4"\._ I I 1503-236-8566 GI \ ( }I I -SFRS - - - - - - Hs _ I -.� "' - - - _ BRACED FRAME ACOUSTIC &AV CONSULTANT -- 4,r . - . • - . r.. . - . �. . .... . - ./h . _ . M . • F_ . . • . . . . L . . . . . . . . .r . . . . The Greenbusch Group 1900 W. Nickerson St.,Suite 201 I I CII I A I Seattle,WA 98119 • I m T 206-378-0569 a0 X 4 X co X co COST CONSULTANT N c. i ___ yArilk TEMPORARY I °D I I I 740 Almaden St- Construction Focus c" im • . , . , , . . 1 , . • • S4.01 PHASE 1 ROOF 3 3 A Eugene, OR 97402 7 O 3LL: '� S6.51 T 541-686-2031 �„ O O a o O O O O O `l' ,„ w O w w w w w w ---) I I LU UJ I ? LU 04 LU LU N 9 SU .: T. 0 , J J J J J J r- 4kr,' - 06X$.2 N N (Ni N N N N N I ' 11---- .��.M.! ....�^ .-,..= 1 - g 1- N RT ! I \ I W 10X 12 W16X26 ► r E 1� I I I •Ee-1!! 6,100 ��A 1 S6�03 ,� LB vf • . I 0 o T.O.STEEL ' ....e..5i) O I- J A I X 6 x x I EL:215'-1" cibVI N d,9�D SACH o , II cl 3 _� AT GRID S9.2 `it T i . BETWEEN GRIDS x nj 6 O RI 2 2018.08.20 °° ' � a I "-' 5 1 I I SJ AND SO I I 53.13 I I EXPIRES:0813012020 °� zlihT.O.STEEL 3 TYP. tu_, I W 14X22 _ - _+V L4X22 - - Y 14X2 1 T.O.STEEL EL: 214' 4 1/2" © a I J I 6 EL:215'-8 1/2" 1 AT GRID S3 I o, o, I57.02 AT GRID SM SSA-2 T.O.STE:EL 56.10 3 T_0.5TEEL 9,300 'BS MAX. TYP. 53.13 EL:213'-10" EL:217'-2 1/2" I I 17 A N ©L.__ , TYP. BETWEEN D GRIDS TYP. PHASE 2 3 _ 3 I J , 39.2 Ar •S I O -��r��� ��i____ +rrr�� �1`i�i��i-i..���� ���� _ W12X26 L - - - J I - 1 `� _� I r IrS - r SFRS PHASE-I -_ W 1 t X26 J+- W21 X44 BRACED FRAME W21 X55 - - - - J W21X44 I F 1 W21X44 u �_ © W21X44 L - J L © T.O.STEEL �s I I A.S. © EL: 216'-0 1/4" O - A.S. - - - S3.02 I 0 A.S.el Q Lu I r - _ - - - mo1 Ak ©TYP. I o 1 © I o 4 S3.02 Q I U.O.N. - I W14X22 W14X22 W14X22 W14X22 - -A.S. U M ' CI A.S. O 1 I I X X I X X X X c AIU - ® �_ I w I I I I -° -.o •o ND •0 ND W 12X 19 - m O° � 4N CZ O 3 3 3 3 3 3 . � I Lo 7 39. .- 'TU-2 - - F- -`j A 3 �► �3.02 O O O O O O = I ,23,000 BS MAX• . 3 3 1 ICDNIFcncntoNCntoJ I FCO A.S.T `�',' oUJ tu LU I I ' 71IS6.12TYP. I Lq n ,w w u1 Ln C8X11.5 N �'�',, C8X11.5 - - - -I- I_ ,- - - - - I .S. © N S�i.51 v = = NCC z i I W 14X22 W 14X22 W 14X22 W 14X22 - - D WI 7 UJ u, + 56.01 7^ T • '�r�' N J J J :n In J J J , I �T . v C9 N N 3 J N N N L J I EL:210'-6" I Z .< co C6X8.2z8 6 N N FA W 18X35 ry W21 X44 FA W21 X i I I W 12X]4 )_7( 0 c6 u- oo x co c I N o OPP. m o 0° S6.03 • I U U U © N N N N N N N N x `0 J I <� ao :o N - A.S. TYP. a N a co x ic\I x r - x x x x x x 10 _ T.O.STEEL S6 C3 Q 3 C8X11.5 C8X11.5 EL:216-6 1/2" 3 3 3 3 I 3 56.01 3 T.O.STEEL (LOW) 0 W 1 S7.03 N Q 8� 1 EL:211'-6" V - W14X22 - W21X44 W21X44 W21X44 WI - BRACED FRAME _ W21X44 W21X444fr �� I W12):14 S O -SFRS- - - - I z - f - - - - _ a I }I I71 I 3 REVISION 8108118 I N 2 REVISION 7111118 T.O.STEEL 2� Oh, © T.O.STEEL / © © © 3,000 LBS e � 1 PLAN CHECK 8/21118 EL:213'-10" - 56.10 WSX1 Q Sb.O• T.O-STEEL •EL:216' 0 114" i M _ 3 A 6 �� EL: 21T21/2" © I © © I : x , TYP. TYP. NW © "_ � S3.02 x D I W 12X114 1 _ # REVISIONS DATE A , _1 15 r Q C o I I I I I 57.01 I I x _� ` N O SIM. X X X X X X X x x 7- I W12X14 Z.- �' N 3 3 3 3 3 3 3 3 3 • • • • • T.O.STEEL (LOW) N N 1 EL: 210'-6" T.Q,..STEF1, Z I I I I , ilk EL:210'-•" (E) 2x101 I J sJOISTS TO S 1 E 1 „kw 56.51 E (-8--.\ 15 A _ ,jj, © S6 02 � N � � F 57.01 I 6 I I W21 X44 W21 X44 W21 X44 111- SP) - - - - - - - - - - - - - - - - �r = - - - - - 1 I I ill / - I I i I '' -- ! O I I I O I I TIGARD TUALATIN SD 4 T.O.STEEL 4 57.02 lib TYP. TYP. t�51M. - TYP. © EL: 2]4'-4 1/2" TIGARD mg, AT GRID SP I I I I ...-+-... HIGH iTiIw I 'I' SCHOOL , E.,) I I I I 9000 SW DURHAM RD. TIGARD,OR.97224 I I I I I I I I 1 1 JOB NO: 16992.00 ISSUE DATE: _ - June 19, 2018 Jurisdiction Stamp Area I I I I I I i I I I I I fill? I I I I I I I I I I ,, ce ... ,, 32'-3" - 12'-8" 15' 8" 28'-4" 28'-4" 28'-4" 2'-3" 8'-5" 19'- 1" 5'-2" 17'- 1" 15' -7" 32'-8" 13'-7" 2'-9"I -11 II 262'-2" I I ROOFrARRAEMAING n �� .-� �- PLAN S2 4111)CI- S441) S6� IS7�M S8 �S� �S9 2� (S1 (S 1 1 (S 12 (S 13 (S1 4 W V) 6 NI- 66I- co 2T ROOF FRAMING PLAN - AREA S2 N W S2 . 54 C4 C5 C6 co PLAN NOTES: 1. REFER TO SHEETS 50.01 AND S0.02 FOR GENERAL STRUCTURAL NOTES IMSSetti 8" 32' 1" AND SHEET S0.03 FOR SYMBOLS & ABBREVIATIONS. p l/ -" / 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. architects 1._2 1/2GI 4101.: " I 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS WITH ARCHITECTURAL ] AND MEP DRAWINGS PRIOR TO START OF CONSTRUCTION. 721 NW 9TH Ave, Suite 350 4. VERIFY MECHANICAL EQUIPMENT LOCATIONS AND MOUNTING DETAILS Portland, Oregon 97209 WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 # I$ Ib LL-- 5 O INDICATES SPREAD/STRIP FOOTING TYPE, REFER TO \ 4/S5.01 AND 5/S5.01. I AN) D /ir FOOTING NC.STEM NDFOOT NG WALL MIN.SS `'� 6. (X.XX' INDICATES TOP OF FOOTING ELEVATION. ,� ] CIVIL ENGINEER & LANDSCAPE } 1 II , - _ - = - _ _ _ - �_. Cardno O 7. S- -S INDICATES SUGGESTED LOCATION OF STEP IN FOOTING 6720 SW Macadam Ave Suite 200, --- (AT TOP OF FOOTING), REFER TO 9/55.01. Portland, OR 97219 )_ - T(503)-419-2500 ( - 1 r t- T.O. SLAB 9 ( I 3 S5.03 8. 4,XXX.XX' INDICATES TOP OF SLAB-ON-GRADE ELEVATION. STRUCTURAL ENGINEER 56.0)8 , S s Catena Engineers I ,1 • • • e�. • �1 • • �iiiiir� 1500 NE Irving St., Suite 412 9. %iririil INDICATES STEP IN ELEVATION, U.O.N. REFER TO 3/S5.02. ��`� ��O � INFILL (E) WALL Portland, OR 97232 �� OPENING W/ T(503)-467-4980 IA'� 1 r 6005162-43 @ 16"o.c. 10. t C.J. INDICATES CONTROL/CONSTRUCTION JOINT IN SLAB- T �� 10 10 I, _. _- - ._.. 1 S ON-GRADE, REFER TO ARCHITECTURAL DRAWINGS FOR MECHANICAL ELECTRICAL & A - S5.02 55.02 LAYOUT; REFER TO 6/55.01. PLUMBING ENGINEER \y .5 © Giumac r 2 • 1 11. REFER TO SHEETS S5.01, S5.02 AND 55.03 FOR TYPICAL CONCRETE DETAILS. 900 SW Fifth Ave., Suite 1600 /� h I O r'7 © Portland, OR 97204 /`\ p 6.• •. T(503)-227-5280 12. ' ' INDICATES SHEAR WALL. REFER TO SCHEDULE ON ( } . .�0". - . - . - . . . y. ri; -: . ' 1/S7.51 AND TO 11/57.51 b. 0 J�' '�- JS ( FOOD SERVICE CONSULTANT I!'.; �`� TO (E) FOUNDATIONS, TYP. Webb Foodservice Design AWAI g i E: '• 3700 SE Lafayette Ct. 1 - 13. [ 4 INDICATES WOOD STUD BEARING WALL W/2x6 Portland, OR 97202 3 55.03 Jbgrp�% O i STUDS @ 16"a.c., U.O.N. T(503)-236-8566 j)/h ACOUSTIC & AV CONSULTANT p �p S�� J 14. INDICATES ZONE OF REDUCED SPACING OF SLAB • I 5 REINFORCING, REFER TO KEYED NOTE 1. The Greenbusch Group 57.0515. REFER TO SHEET S7.51 FOR TYPICAL WOOD FRAMING DETAILS. 19Q0 W. Nickerson St., Suite 201 0 0 Seattle,WA 98119 OT 206-378-0569 ©( 190 25 ] } I CO 16. x,pJ INDICATES SIMPSON HDU HOLDOWN AT END OF SHEAR WALL. REFER TO 2 AND 4/S7.51. EXCEPT WHERE S/HDU IS COST CONSULTANT _T_ 7 - NOTED, HOLDOWN SHALL BE FASTENED TO (E) METAL Construction Focus .I STUD AT END OF (E) WALL. HOLDOWN STUD SHALL 740 Almaden St. I __- CONSIST OF (2) 43 MIL (MIN.) STUDS FASTENED WEB-TO- Eugene, OR 97402 • - 3 WEB. WHERE ONLY ONE (E) STUD OCCURS, INSTALL (1) T 541-686-2031 1 Jam . 1 5 600S162-43 x 3'-0" PARTIAL HEIGHT STUD FASTENED WEB- O TO-WEB TO (E) STUD W/ (10) #10 SMS IN (2) ROWS C' 57.05 EQUALLY SPACED. •�0 C'TV A 10 4 A �G Ty p ‘5...5.0_27 $5.02 K..`• G' OPP. 17. REFER TO SHEETS 58.01 AND 58.02 FOR ADDITIONAL INFORMATION AT �� Z s 1 BRACED FRAME FOOTINGS. d i tit i 18. INDICATES EXISTING STRUCTURE TO REMAIN. 4 0 NR ' ORE+O JiNI 19. REFER TO 3/S5.04 FOR REQUIREMENTS AT EMBEDDED GUARDRAIL �� 9CI{ V 5 POSTS (BY OTHERS). N M T4�'� 5 �p 1 1 , 55.03 S7.05 Ex• • : so12a2a 8.08.20 • �I ©TYPJbirg �.---- INFILL (E) WALL 4P I OPENING W/ KEYED NOTES: T.O.(E)SLAB 6005162-43 @ 16"o.c E O EL: 194'-0" 7 -I 4110p 4"CONCRETE SLAB-ON-GRADE W/ #4 @ 16"o.c. EACH WAY AT MID-DEPTH ( V.I.F. EXCEPT WHERE SLAB IS SHADED, REDUCE SPACING TO 10"o.c. A ( 190.25' ) I (E) 4"SLAB-ON-GRADE • �; _ I e 4" CONCRETE SLAB-ON-GRADE W/ #4 @ 10"o.c. EACH U.O.N. WAY AT MID-DEPTH OVER GEOFOAM _ I` I 6 12 411P, NOT USED .,I 55.03 1 V ,I _ • THICKENED SLAB AT STAIR STRINGER, REF. 2/S5.02. COORDINATE I 10 ' V LOCATION WITH STAIR DESIGNER. /G _ I TYP 55.02 . ;- - -, 4" CONCRETE SLAB-ON-GRADE INFILL W/ #4 @ 16"o.c. EACH WAY AT s 1 _ 4 A ;. 4_ � _; MID-DEPTH �; �1 4"CONCRETE SLAB OVER INSULATION, REINFORCE W/ #4 @ 16"o.c. O 6 EACH WAY AT MID-DEPTH. REF. FOOD SERVICE DRAWINGS 4, _ _\ ___HT'. . _ , . _i _ . .� 0 C3/t) O ALIGN NEW COLUMNS WITH (E) COLUMN LINE. VERIFY LOCATION IN FIELD. - 1- O 4 � a gyp`' 1 © 1 8 PROVIDE CONCRETE PLINTH ABOVE FOOTING, REFER TO ARCH FOR 55.03 r. �/ DIMENSIONS. REINFORCE W/ #4 @ 12"o.c. EACH WAY AT TOP. PROVIDE -1 10 MINIMUM OF (6) #4 VERTICAL DOWELS INTO FOOTING BELOW. LOCATE I $5.02 ' I BASEPLATE AND GROUT FOR COLUMN AT TOP OF FOOTING. I J 9 FIELD LOCATE COLUMN CENTERED WITHIN INTERIOR WALL THAT IS ALIGNED L - I WITH AN (E) INTERIOR WALL @ 18'-0" o.c. MAX. REF. ARCH FOR ADD'L INFO. 0 - I a 1 10 AT FIRST 15 FEET OF PARTIAL HEIGHT WALL, PROVIDE TSN 600MW-48 © ( 190.25' ) ,. 55'03 SISTERED TO WALL STUDS USING ALL PRE-PUNCHED HOLES. ANCHOR BASE - I OF MIDWALL STUD TO CONCRETE SLAB ON GRADE W/ (2) 3/8"0 GR 36 `�' 1'.,: O ©, el ADHESIVE ANCHOR W/ 2 3/4" EMBED. 3 REVISION 8108118 INFILL (E) WALL OPENING '29 ;i © 1W/2x4 @ 16"o.c, 2 PLAN CHECK 8121118 1 • { _._ _ 1 BP2 ADD#2 4/18/18 /. : _ � - � REVISIONS DATE /� • --- •• N (CM) - - - I- : --...:-.'--..,.?. .:'..--,.,Y,, .-...• :._ .�.- .w„ ___-LI...- - - -_• Ol ( 190.25' ) �0N`) N Aidi I I r �5.0>�)'( 191.00' ) 55.03 Akio. _I Co �-..,. , r .-O .. r f- - S 1 C N `. - - I • ;.-,.-:-..,-„'..-* I '...2'',:::',-1-' 1..-' -'. 1 E2 2'-9' S2 7 (513 (S14 TIGARD TUALATIN SD TIGARD HIGH SCHOOL 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area MAIN LEVEL w FOUNDATION cn PLAN - AREA E 1 n I-- 00 2 000,ici MAIN FLOOR FOUNDATION PLAN - AREA El w S2 . 71 1/8" = 1'-0' A PLAN NOTES: 'C� �L 1. REFER TO SHEETS S0.01 AND 50.02 FOR GENERAL STRUCTURAL C U NOTES AND SHEET S0.03 FOR SYMBOLS & ABBREVIATIONS. "' TOARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN. ej t ' 1' 2 112"� _— 32'- 1" 2. REFER ���, ,:, 3. VERIFY ALL ASPECTS OF WORK INCLUDING BUT NOT LIMITED TO architects DIMENSIONS, ELEVATIONS, SLOPES,AND DRAINS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. . \ 4. VERIFY MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, 721 NW 9TH Ave, Suite 350 — — OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. Portland, Oregon 97209 5. REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; T (206) 340 9500 F (206) 340 9519 I NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO I ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. s„ --,,:5 6. B O INDICATES ELEVATION AT BOTTOM OF PLYWOOD SHEATHING. CML ENGINEER & LANDSCAPE Cardno xxx.xxPLY ' I �: . _ 6720 SW Macadam Ave Suite 200, 7. HDR INDICATES HEADER, REFER TO 13/S7.51. HEADERS Portland,OR 97219 I SHALL BE AS FOLLOWS, U.O.N. T(503)-419-2500 4• I INTERIOR: (3) 2x12 11 ISTRUCTURAL I I �, 1 '1 EXTERIOR: (2) 2x6 RaP Catena Engineers GINEER FONIO * . ' - . - - EMME ' �I� - 8. � -J INDICATES WOOD BEARING WALL PA Ef 9 101111 1500 NE Irvin St., Suite 412 �� 6 I I 9. r = _ _ J INDICATES WOOD BEARING WALL BELOW. T(503)-467-4980Portland,OR 32 . 2 s * ( I 57.56 10. INDICATES SNOW DRIFT LOAD (PEAKALOAD UNIFORMLY DISTRIBUTED WEN MECHANICAL ELECTRICAL & I �Ii��i��,._ SNOW DRIFTING IS CONSIDERED, u PLUMBING ENGINEER SA �i V SNOW LOAD OF 10 PSF SHOULD BE CONSIDERED TO ACT a ( I I CONCURRENTLY. Glumac • �_ , ) ` 900 SW Fifth Ave.,Suite 1600 I: 1 11• INDICATES EXISTING STRUCTURETO REMAIN. Portland, OR 97204 I I _ HDR _ _ _ _ DR_ _ I I T(503)-227-5280 • • °� - � T -t I i3 (503O. )-467-4CONSDesignLTNT 13700 SE Lafayette I ) } I $7.56 KEYED NOTES: Portland, OR 97202 t 17'- 6"MIN. ( r I , 1 T(503)-236-8566 _, . 24"I-JOISTS @ 24"o.c. MAX. a '5 ( i I ACOUSTIC &AV CONSULTANT ce O O ) . I 11 7/8" I-JOISTS @ 24"o.c. MAX. The Greenbusch Group p I I s '� I l .. 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 , 7I © 15/32" WOOD STRUCTURAL PANEL SHEATHING NAILED TO FRAMING T 206-37$-0569 - . A. 14' -0" W/ 10d NAILS @ 6"o.c.ALONG PANEL EDGES AND 10d @ 12"o.c. AT © 4 A t i e I 1 INTERMEDIATE FRAMING. EDGES SHALL BE BLOCKED,TONGUE-AND COST CONSULTANT I GROOVE OR SUPPORTED BY PLY CLIPS o I ( TYP. / j: Construction Focus B.O.PLY - 4Ik (2) SIMPSON CMST14 W/ 1 Od SCREWS @ 6"o.c. STAGGERED INTO 2x8 740 Almaden St. EL:207'-5 1/2" ! ( I I T 541-686-203197402 .� ''1 METAL STUD BOX BEAM WITH 10005250-97 STUDS AND 600T150-54 TYP. TRACKS. REFER TO 3 AND 4/S7.04 C.r Q 57.04AIN I B.O.PLY 5 It PRS = I I EL: 208'-10" 8 ► P. 6 6 16" I JOISTS @ 24"o.c. MAX. c'‘ 4 o \ �® (t.----.44q,l 9r iI © SIMPSON CS16x14'-0"ALIGNED W/ (E) BUILT-UP JAMB STUDS 0 If /Do __ 2%, HDR — — — — — — (3) 2x12 = .4100.4140100.0111,041.1.41 f .E — 0.. • Z-.1 ( = 411011' PROVIDE I-JOIST TO RESIST AXIAL LOAD OF 2.5 KIPS (ASD) AT EDGE OF 'CH L 1, 1 ISUB DIAPHRAGM s0N M. THfl�e 1 1 # .14> I =Ff I 3 �_ 2018,08.20 EXPIRES:06/30/2020 S7.04I • IS7.56 of TYP. • 1 Nr > I1 01- s O ` O ' I _. _ c. oI I �. C _ L ! I 1 S7.52 5 62 PSF 7 OPP. g I 7.56 TYP. � rY 2I 143 ') 1 '`�� o ) 3 ( I - 7 ID N -- HDR1 ,) I 1 ? .akt 01 1 3 © W = I n VPAI I QI l 6 i) ; E 1 s i■ J. ri 3 TY . , • 4 3 ( I 57.56Vf 2 REVISION 8/21/18 I 4111 I 1 REVISION 8/08/18 >.� // ( A7 I I REVISIONS DATE o ) I 3 5 1 N .-., N .& _ 1NI © ,r� I �� ( „(3)2x8 _ _- I I ► S 1EC:E-ii 2' - S2 L / (E) SEISMIC SEPARATION ABOVE (S 1 3 (S 1 ' a'�.: : . ; � 4 Nfil * � � � TIGARD TUALATIN SD TIGARD look . . . HIGH SCHOOL 9000 SW DURHAM RD. TIGARD, OR.97224 JOB NO: 16992.00 ISSUE DATE: June 19,2018 Jurisdiction Stamp Area ROOF FRAMING I— PLAN - AREAE 1 w co iii 66 I— co CNCt ROOF FRAMING PLAN AREA E l w S2 . 72 o 0— N0 co 1/8"= 1'-0„ 1 bassett! architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 1\®3 T (206) 340 9500 F (206) 340 9519 NC NB 411) N4 CIVIL ENGINEER & LANDSCAPE Cardno I 6720 SW Macadam Ave Suite 200, A © • 6 ; Portland, OR 97219 TY P. S8.01 OPP. 58.02 OPP. 58.01 S8.01 WF BEAM, REF. PLAN T(503)-419-2500 STRUCTURAL ENGINEER _ T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM 1 T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM = T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM ' • -� L :T.O.STEEL CLASSROOM Catena Engineers T.O.STEEL CLASSROOM ._--^1 - - - r_--__ _ I __ - - - 0lii. y- l 1500 NE Erving St., Suite 412 222' 0" W l p - 222'-0" 222'-0" - - 222'-0" 222' D" W 1 bX40 222' 0" Y 222' 0" L- W 16X45 222'-0' Portland, OR 97232 W16X77 Ci �� - �� T(503)-467-4980 9 �� �, ems,, BRu /0,,, �. 86',, MECHANICAL ELECTRICAL & V �� �4 vs sQ -9s OG PLUMBING ENGINEER Allik r° . s _ _SlMOi31 C'I58 Ol `i � i�ys� 501 OPP. 900 SW Fifth AveSuiS801 2 S01 0 UPPER LEVEL I Id n I , T UPPER LEVEL4 UPPER LEVEL - n e UPPER LEVEL UPPER LEVEL - UPPER LEVEL UPPER LEVEL i ' a _ UPPER LEVEL 208 0 208 0 208 D I I ( I `_ L 208 0 $ 208 0 1 208' 0" Of 208' 0" 208' 0" FOOD SERVICE CONSULTANT 16X40 [22]L j W 16X45 [32] L_ J Webb Foodservice Design LT. W 18X50 [56] .:j W21 X62 [64] 3700 SE Lafayette C#. 'G 4k, ,I. <9 <5-13 SYNC' ��, �'P6� Portland, OR 97202 Jr �� Gp -, ,p T(503)-236-8566 © 4 ''� Is.ir pG © PRS ti © s�s�`Pc) © SSC' -9 5 s8.01 ��5�y`' `' sS�F s8.01 SIM. S8.°1 �R�1o'sa-�'S,N s8.01 SIM. © �'� s �F © sg.al If s8.01 ACOUSTIC & AV CONSULTANT SIM. �� �'L�O'9 SIM. P - 51M,S8.01 ��ti�0� S8.01 � 2 SIM. �-vp iJi,„ - OPP. 2 The Greenbusch Group 1• MAIC ,_ -) JCC OPP. G` SIM. 1900 W. Nickerson St., Suite 01 N FLOOR MAIN FLOOR $,_ MAIN FLOOR _ MAIN FLO_.O..R_ M MAIN FLOOR - AIN FLOOR _ii!!1_ M.AIN FLOOR MAIN FLOOR Seattle,WA 98119 194'-0" ° d ]/ I 194' 0" 194' 0" '1 +� a I a a h I I 194' 0" Y 194' 0" I 1 I j \I I 194' 0" Y 194-0" 194'-0" T 206-378-0569 lI - -L Ia J e - --- .:41' . .. - ._ 1 1 l3z - - -, J. .- - - . 1 COST CONSULTANT Construction Focus 740 Almaden St. BRACED FRAME ELEVATION - GRID N20 BRACED FRAME ELEVATION - GRID NC BRACED FRAME ELEVATION - GRID NB BRACED FRAME ELEVATION - GRID N9 Eugene,OR 97402 T 541-686-2031 118"= 1'-0" 118"= 1'-0" 1/8"= 1'-0" 1/8"= 1'-0" S40,1CTuR . , , : 4 .p ,----- l"----C4 ct: ideiwi , ,_ tlC 0 �B� ND NC S8.O 1 J 4 44RCH 1,0 , Alk I 3 1 6 S8.D1 + I EXPiE:iE 613012020 2018.08.20 S8.01 Ty - W 18X50 - J TY P. 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S8.01 43 PyG58.01SIM. SIM. ��0P s%,OysOPP. © SIM. ��g BSc, SIM. ,-v SIM. LOWER LEVEL LOWER LEVELdlii_ MAIN FLOOR MAIN FLOOR _MAIN FLOOR MAIN FLOOR MAIN FLOOR $_ 41_ 187'-0" I / I I \ I 187'-0" i 1 s -I - 194'-0' 5 - I I/ I I / - � 194'-0" I� I I / I I � 194'-0" � � 194'-0" �- - 194'-0" I. d d a :-- 4 � - °d4 d�ar/ - - 4 'H aLj �. � L LLJ � . J a ate • 1181 BRACED FRAME ELEVATION - GRID S10 BRACED FRAME ELEVATION - GRID NE BRACED FRAME ELEVATION - GRID N5 BRACED FRAME ELEVATION - GRID N11 1/8"= 1'-0" 10 1„,.= 1„," 1/8"= 1'-0" 1/8"= 1'-0" 2 REVISION0 01 411 7/11/18 1 BP2 ADD#2 4/18/18 s© Sb © REVISIONS DATE TYP. TY P. 58.01 1 yW21X62 - A I - 411 CB CA I W21 X62 00 © ��G ti 9,f, QG-9,p c) �� 1,r d4/ " 4 I 1 SIM. S8.02 BJP �\� ` ��' © SIM. �JQ` � r'\�,per 58.01 O 58.01 2 OPP. ,i) PSG �'�Cif, S$A2 SIM. - �S PSG -,0-7 _ SIM. S8.02 -90 �� C S8.01 OPP. .1-. die UPPER oAUX I I I . .. i UPPER AUX UPPER AUX I UPPER AUX I �� 201' 0" 201' 0" I I 201' 0" 208'-OLEVEL - W21X5Q UPPER2LEVE0' 4 �' 208E LEVEL I 1 Vdl6X4G UPPER8'LEVEL 0 S_ \ -- W16X50 [561L - _ J L - \w21 X62 [5b} - j ��C� B G �� � �,�`',„ ��c5's GPS\� 9 sQ TIGARD TUALATI N SD © dJP���\� 9sc, & © a a° © {'�k y�p�, oxo GPti MC 18X42) ys rQi 1` '� © �i C� 5 © TIGARD J..4:. S �`t `��,�'�� d 8S .01 5 G �,�0 s8.ol © ss.o1 cS 5� ss.al ti v SIM. S8.01 `1�.1, S8.01 OPP. © SIM. $ PS tia -9 OPP. SIM. ��� P SIM. C 5�� `si'1/, 13, 58.01 DPP. - > SIM. SIM. sawcb ti SIM. �- HIGH 187LOWER LEVEL - - I L�WER87Vo 18 WEOR LEVEL LOWER L ___40_ MAIN h MAIN [ MAIN FLOOR MAIN FLOOR iii_ I I \ I Y 194'-0 194' 0" I _ aL a J. 1 ,- I - -- _ I -! _ - ► I SCHOOL {'. .- .I � � ^ , - • -� I ' i - �- ° S I d -° -e d - - -Er■` �.. - a- ` . .. a _ 9 - a-. � - - - n - J. .Gv .. �"� J.p- a� U _ J L _ J BRACED FRAME ELEVATION - GRID SJ BRACED FRAME ELEVATION - GRID S8 BRACED FRAME ELEVATION - GRID CA BRACED FR ME ELEVATION - GRID Cl 9000 SW DURHAM RD. 14TIGARD, OR. 97224 118"= 1'-0" 1/8"= 1'-0" 1/8"= 1'-0" 1/8"= 1'-0" JOB NO: 16992.00 el) �� �1 ISSUE DATE: June 19, 2018 S9 69 (C_C) _1-.3 Jurisdiction Stamp Area A e I I ' 6 © . SHEET NOTES: S8.02 58.02 58.01 OPP. I 1. STEEL CORE BRACE SHALL HAVE A YIELD STRESS BETWEEN 38KSI AND 46KS1. -) r , - EL V 208'-0LEVEL ` UPPE208 V 0LIliii_ *208 -0' ERLEVEL - f-- '- "_ _ + UPPER 208'v 0'' X50 W 1BX50_ - J 2. BRACED CONNECTIONS TO BEAMS AND COLUMNS SHALL BE DESIGNED I W21X57 - BY THE BRACE SUPPLIER FOR 110%OF THE ADJUSTED BRACE STRENGTH IN - ACCORDANCE WITH SECTION 16.3 OF THE AISC SEISMIC PROVISIONS. BRACE CENTERLINES SHALL BE CONCENTRIC WITH INTERSECTION OF BEAM G S\�G AND COLUMN CENTERLINES. GPS\N 0 vP�� �' 0 BRBF ELEVATIONS 1MA x �P``L \�z I 1 © sQ .�� M 3. BRACE TO GUSSET PLATE CONNECTIONS SHALL BE BOLTED OR WELDED. SS.OI ��g SQ��'� 58.01 S8 Ol ak 56�� PSG 58.01 I- d) 4. STIFFNESS MODIFICATION FACTOR, SMF = 1.4±10%, U.O.N. _ W E{DESIGN}= SMF x 29,000 KSI r LiiBRACE DESIGN STIFFNESS IS CALCULATED FROM WORKPOINT TO MAIN FLOOR - I _MAIN FLOOR MAIN FLOOR I MAIN FLOOR covJ ri W ORKPOI NT. 194' 0" I / I i I 194' 0" 194' 0" a 4- 194 F..� a a s .'l4_ -1 t- J a a - L J---- `p 5. REFER TO SHEETS 58.01 AND 58.02 FOR BRACED FRAME DETAILS. _• Li. a e J NI N w - - 53 . 01 co BRACED FRAME ELEVATIONGRID CF.5 BRACED FRAME ELEVATIONGRID C5 8 1/8"= 1'-0" 4 1/8"= 1'-0" CI- bassetil architects SGS 0 SM I 06 721 NW 9TH Ave, Suite 350 ' I Portland, Oregon 97209 (CD © (cc) I I I / 3 T T (206) 340 9500 F (206) 340 9519 1 I i 6 S8.01 6 TY P. OPP. S8.01 TY P. - 58.01 ° _ ..., T.O.STEEL CLASSROOM I T.O.STEEL CLASSROOM SI_ T.O.STEEL CLASSROOM T.O.STEEL CLASSROOMt CIVIL ENGINEER & LANDSCAPE -0 222' 0" - 222'-0" 222'-0" I I 222'-0" -io 1 L - W21 I - o X62 Cardno W 18X50 6720 SW Macadam Ave Suite 200, W18X50 • �4J Portland, OR 97219 co �'A T(503)-419-2500 \�o�\� �6BILF W 16X77 G c. s �� lloi � '9s `'�'�6 S\t4G Pi. ���� 9��'QG`7 co s c. 58.01 OPP. �� �`> 3 �F GP o •� '1, •� '�'F o Is G a STRUCTURAL ENGINEER -e�g� PSF%� ���ti� ti �I! - SIM. 4 4�PR�\C\1 © SiM.S8.01 `��yG' ��'l✓�oy�i o���F a S8.01 SIM. g S 58.01 S ,2 S$.O1 o , 0' OPP, Catena En Insets .1.. SIM. ��6$ PSc OPP, _ - 58.01 OPP. o_ �� 9`��ti Portland, OR 97232 1500 NE Irving St., cite 412 - • L _ J SIM. 3 - T(503)-467980 -L.7 4,- j • W 18X35 UPPER LEVEL _ UPPER LEVEL UPPER LEVEL UPPER LEVEL 208' 0" - 208' 0" 4,-208' 0" I l t W16X50 l ' 208 _O 0UPPER AUX I I I I. UPPER AUXS_ UPPER AUX UPPER AUX 201' a" _ f' T 201'-a" 201' o° I 201'-0° MECHANICAL ELECTRICAL & 0 0 L J J _ I W21X62 [32]� W18x50 _ Glumac PLUMBING ENGINEER A A PS\�G _0) `'��G �'pB ���0 00 SW Fifth Ave. Suite 1600 © © x SEG x GP 8, GF S8.01 oo \1P z C 1. S ti Portland, OR 97204 58.01 © 6$SQG,�\� © © dJ��� ' 9scpG94' © JZ" <.)�� © T(503)-227-5280 - --) r-- s8.01 �9P ss.ol 58.01 5 Pc,' ��F�� $©01 SIM �;`'� '' FOOD SERVICE CONSULTANT '� SIM. SIM. SIM. �cb 5 C` / S8.01 PG S8.01 SIM. tit SIM. 4- Webb Foodservice Design ..03_ 194lNOFLOOR I I MAINFLOOR0MAIN OLOOR '/ MAIN 9OOOR LOWER LEVEL LOWER LEVEL LOWER LEVEL LOWER LEVEL 3700 SE Lafayette Ct. 194'-0' fli;) a I 1 a l I4 j a aL'jl 187 a I [ 187 0 187 0 f� 4 187 2 Portland, OR 9720 e Iv a e I I I ° I �� _ J a I d a T(503}236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group BRACED F R A E ELEVATION 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 411110 GRID C3 BETWEEN CC-CD BRACED FRAME ELEVATION - GRID S2 BRACED FRAME ELEVATION - GRID SM BRACED FRAME ELEVATION - GRID 512 T206-378-0569 118"= 1'-0" 1/8"= 1'-0" 1/8"= 1' o" 1/T= 1'-0" COST CONSULTANT Construction Focus 740 Almaden 6 16) Eugene,OR97402 T 541-686-2031 � ----- .02.0CTV1 q N. ..,...._-- s 00 P4,4 Ak OPP. $8.02 0 T.O.STEEL CLASSROOM i T.O.STEEL CLASSROOM -10_ E' lle:r IF 222'-0" 222'-0" 44u1,t1 `Z` W18X50 ' - - 9s N ` G W21X62 O jx 2018.08.20 PS� - E ' 012020 4 0 ��Gti 1 0 BR P 58.01 SIM. SSA1 0.SaJ7.7.. I OPP. 4s SQ,, CO 5 LIALiEt CO P 56.13 i - © a c\ vQ°1S4 O S8.02 • UPPER LEVEL p W I. _ UPPER LEVEL $ 58.02 -- NG 3 SIM. 208'-0" 0" 0 OPP. J208' UPPER AUX _ UPPER AUX ii _ 201'-0" 1 l I ° ��' 1 201'-0" Pc-) I I W21X62 [32] L -- J © 4CG" B J'' .5� © - 'P�8„ Q R SIM. S8.01 .���5 PyG' S8.01 SIM. Ai aSo`3'`I FCS gh 0 MAIN FLOOR r-- MAIN FLOOR $,_ SIM. 58A1 S/tip S7iyG S8.01 SIM. 194'-0 If I I 194'-0" - - a L:j ' 6 : �} ° _I LOWER LEVEL � LOWER LEVEL Y 18T 0" - -- 1 a Q _ a ii I 187'-0„ 1 I- - '' - ° l e L - J L. _ J BRACED FRAME ELEVATION GRID CB .7 NOT USED 10 1/8"= 1'-0" 6 1/8"= 1' 0 BRACED FRAME ELEVATION - GRID SO 43 �� 1/8"= 1'-0 11(6 ) 58.01 5 REVISION 8121118 S6 , - -- 4 REVISION0 7/20/18 T.O.STEEL CLASSROOM I + - -_ _ T.O.STEEL CLASSROOM 3 PLAN CHECK 8/21/18 222'-0" 222'-Crf!!ii;i A © 2 PERMIT REVIEW COM 6/4/18 W18X50 1 BP2 ADD#2 4118118 OPP. S8.02 I `-� e`f'd /1\*© //- 0�� 4 3 �� REVISIONS DATE 58.0] 9s ��pT 58.01S8.02 �'.� J+cr•, OPP. BUILT-UP W18X50 X414. 04i SIM. 0 UPPER AUX 9 �Mk UPPER AUX 1 C-- -4- 201' 0" S8.02 .,cj 201' 0" cip UPPER LEVEL I _ I >- I - UPPER LEVELS UPPER LEVEL 6'4), - - I 208'LE 0L $ tib' �'\ (� UPPER LEVEL 't�+b Y 208'-0" L _ J -W 18X50 - _ 208'-D" 208'-0" o ! G �C S '/ -1- x qs/1. 0 MAIN FLOOR ��� P Sp MAIN FLOOR _S_c /4- 194'-0" 194'-0" o X A 3 SMF,i's eiy IA W.P. 7' 1" S8.01 58.01 / S8.01 - _ _. SIM. 55.07 oPP. LOWER LEVEL dik ' LOWER LEVEL r --) �-- 187'-0" I 187' MAIN FLOOR _ I I I MAIN FLOORY43 194' 0" MAIN FLOOR MAIN FLOOR 'k 194'-0" 194'-0" 194'-0 I I H I I I I I L j'-' LI ;.i J 1 TIGARD TUALATIN SD L. .J L 1 BRACED FRAME ELEVATION - GRID C4 BRACED FRAME ELEVATION - GRID SC BRACED FRAME ELEVATION - GRID SD TIGARD 1,8,.= -0.. 1,8"= 1'-0" 1,8"= 1 -0" HIGH SCHOOL 0 ---- s 586.01 9000 SW DURHAM RD. CO 0 r TIGARD, OR. 97224 W 18X50 I JOB NO: 16992.00 J ISSUE DATE: June 19,2018 G © I co x R GPS\� Jurisdiction Stamp Area x S8.01 4 $SQOP9,\dry x 4 SIM. S8A1 _ �R0 PSG SB.oI OPP. 4, UPPER LEVEL - UPPER LEVEL iiii.. SHEET NOTES: 208' 0" W16X77 208'-0" • UPPER AUX I I ° - - UPPER AUX 201'-0" tli ._ I , -, I 201'-0" 1. STEEL CORE BRACE SHALL HAVE A YIELD STRESS BETWEEN 38K51 AND 46KSI. _ - W24X7. [36] I I 2. BRACED CONNECTIONS TO BEAMS AND COLUMNS SHALL BE DESIGNED o� �Gr ��,,iQ o A \_,G - J BY THE BRACE SUPPLIER FOR 110%OF THE ADJUSTED BRACE STRENGTH IN x F� ��% 9,rc G-9 X GPS ACCORDANCE WITH SECTION 163 OF THE AISC SEISMIC PROVISIONS. 4J ,`l ���'� © 512`‘ ''35� � Alk BRACE CENTERLINES SHALL BE CONCENTRIC WITH INTERSECTION OF BEAM „c c, �'f%09 AND COLUMN CENTERLINES. 2q- v.`, �''1'G� SIM, 58.01 e PSc/ S8.01 SIM. BRBF ELEVATIONS 3. BRACE TO GUSSET PLATE CONNECTIONS SHALL BE BOLTED OR WELDED. MAIN FLOOR MAIN FLQ0I_K_4_ - f.- - 194'-0" / 0" 0 LOWER LEVEL SOWER LVE ,4 IZ 4. STIFFNESS MODIFICATION FACTOR, SMF= 1.4±10%, U.O.N. . : 2 IE-----)194' 2 187 -0 / 187 -0uiI ° la CO _ .l. I ° W Q E{DESIGN}= SMF x 29,000 KSl S5.07 5.0 h C4 BRACE DESIGN STIFFNESS IS CALCULATED FROM WORKPOINT TO V V - J J WORKPOINT. m 75 O 5. REFER TO SHEETS S8.01 AND S8.02 FOR BRACED FRAME DETAILS. ii 1 G N - w S3 . 02 CV NOT USED BRACED FRAME ELEVATIONGRID SI BRACED FRAME ELEVATION - GRID S3 1/8"= 1'-0" 8 1/8"= 1'-0" 4 1/8"= 1'-0" bassett! ND (N91NB e0 1 architects 0 a 6001150-54 x CONT. N4 N3 N J S7.01 ___J ©� 5�� 721 NW 9TH Ave, Suite 350 .� 57.02 s7.o2 tt1- �� Portland, Oregon 97209 -r-r- ---.--�._.- n- - - _ J TYP. TYP. I 6005137-33 @ 16"o.c., TYP. 1 1 f /�,� } - i'I T (206) 340 9500 F (206) 340 9519 (2)600S200-54, TYP. 600S137-43 @ 16"o.c., TYP. 6005137-43 @ 16"o.c.,TYP. 11 /, 1 I I I „0,-------- 411111111111111111111111. II 0 T.O.STEEL CLASSROOM 1'I 11 - T.O.STEEL CLASSROOM t0 T.O.STEEL CLASSROOM - - - ... . .- -g.. - --:,; .� - 7111L _.... - - - -- - --- - - - ._- -4- - - - -- fly T.O.STEEL CLASSROOM _ i/ ,Il 222'-0" 222'-0" : - - - - ::. -_: : - - - - (... - - - - - 222'-0„ 222 0 1 I 60051. -54 1 _ _ - - - - _ _ - - - CIVIL ENGINEER & LANDSCAPE /. ! i r III - 6001150-54 x CONT. 1� ur �1 1 1 _ ■ - _ _ _ - - I // , @ 16°.. . TYP. ,I �. : 1 Cardno I I / - 4. / 6 s I , •i i ,� I ■ 6 DRIFT/DEFLECTION 6720 SW Macadam Ave Suite 200, 1 /� I { 8 l� �`// 1YP. 1 I 57.02 1 JOINT Portland, OR 97219 1 � 1 i O L,., 1 I ( 11 1 / l a� SIM. ( } i © T 503 -419-2500 �, UBOX BEAM, REF. 1/57.01 •7.02 !! k 1 I STRUCTURAL ENGINEER f 1 Alk/ii, 1 I{ II10' tI I 57.02 /i 1 I �� N /�. �1 f i I I ®� S7.D1 r� TYP. (2) / f i6 s 1 R { 1 Il_I ,// I 57.01 I S7.01 Q1 # I ocATlol isCatena Engineers -n :-- - 0 - - -4----111-0.i 1 1 UPPER i �i UPPER LEVEL UPPER LEVE _ - - r -- - • TYP. I I I 1500 NE Irving St., Suite 412 4 *LIPPER „ .. i-, - -f-r .4 • - - - - - Portland. OR w i /�,,,,.�� � � ,� UfL. -� - - - - 208 0 208 0 - - - _ - - - - - - - _ _: - _. - _ • 20$' 0" T(503)-467-4980 �' i:.. 1 I I - - 1 1 - - _ - - - - -.. 4- - _ - All 1 Iii TYP. (4) I i I f - ..--. . . 600137 33 @ l + ! I I I I I - I i MECHANICAL ELECTRICAL & 1�1 / LOCATIONS I l '� 4' -0" ! I 11 /i I 1 16'o.c., TYP. 1a. PLUMBING ENGINEER - �� ,, i { (2)6005200-97 yt 1 /y. - r�t- Glumac 11 / / VI/ / ` I 900 SW Fifth Ave., Suite 1600 1 / I/1/ 41I Portland. OR 97204 ... . . . . :... .. . , .: . ... ... ... ... . . . . . . ...:: # 1 I l 1 // I •I / T(503)-227-5280 0 MAIN FLOOR / J ��//// 1 1 >�/ / //// I/ MAIN FLOOR �, 0 MAIN FLOOR / E / / , r r. / 4/�/� / '� IP' / <zioyA /7/0/(/ Al MAIN FLOOR SERVICE CONSULTANT 194'-0" - 194'-0" 194'-0"' 600S162-54 @ 16"o.c., TYP. 194'-0"4 Webb Foodservice Design aik600S137-43 @ 16"o.c., TYP. 6005162-54 @ 16"o.c., TYP. g 57.01 � © 3700 SE Lafayette Ct Portland, OR 97202 S7.01 T(503)-236-8566 TYP. 4rjoEXTERIOR ELEVATION - NORTH WING EAST EXTERIOR ELEVATION - NORTH BETWEEN N1 -N5 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1,8"= 1' 0" i/8"= 1'-0" 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 0 r COST CONSULTANT r-- 6 N S Construction Focus N9 N8 \ / 740 Almaden St. 7 t --- Eugene,OR 402 T 541-686-2031 NB ®� NC N� ® N� O � I O I �uCTUR 57.01 TYP. 6005137-43 @ 16"o.C. TYP. 57.01 57.02 57.02 s - . `t �q. TYP. TYP. 600S162-54 @ 16"O.C, TYP, TYP. 6005137-33 @ 16"o.C.TYP. Air•I;�� II _ _ t 9 O T.O. STEEL CLASSROOM - - _.. -. _.._.. L T.O.STEEL CLASSROOM T.O.STEEL CLASSROOMC `.-.- -.._- .-._._ _._..-. -. - - -_ - _ „� _ -.-. _ �.0.STEEL CLASSROOM r „ - --. _.. _ _. ..... ........ ,roc - , „ , -. - - - .._ .,.... _. _....------. _.... .. -- --- -- - - _ - ----- -- --- .1.:.. ._. - _. -- - 222 0 222 0 222' 0,. 222 0 -- - --------- I - - - 4_________ ____ �- -- -� rr ------ --__----..- _Alli 11*- -�_ �t I ::... ■ ■ . -� t- D. ■ - - - - - - - \DRIFT/DEFLECTION # } .: I JOINT O R r 4 1 { 6005162-54 I I'I ` \ �'iRc 9, °° ) i. 1-1 f •t - @ t 6"o.c. 1 I .*-K 0► K: �r-� ----a o- 9s�N M TNfl 1 HSS 6x6x1l4I I � I I s F I f 201 8.08.20 I I ■ ■ , } r ►s Y ■ 1 1 r, ■ 1 I t , ` EXPIRE :08/30/2020 2 1 I 57.02 57 0 8005200-97 @ 8"o.C. OPP(171-Ny"--1- 6.06 I a} \` TYP. AT 57.01 TYP. AT TYP. AT 1 / / I I 8005200-97 @ 8"o.c. 11 TYP. 57.02 - FLOOR 1 :.:.: _l_.... ... ROOF.. FLOOR. .. - I S Ol I I • �� �. 60051 b2-54 @ 16"a.c.TY ( , TYP. 0 _ L .' I UPPER LEVEL I r i H .- - - L ;.:.::: UPPER LEVEL UPPER LEVEL ^�^ ' : L am_ - - - - - -- - - - - - - -- - - L _ / �i� � � I J. �, .� � UPPER20$LEVEL 0 or 208 D 1 208 0 208 0 - a " le • ,,i ... - - - .. . /777--_ --- iv co - c;` 6 AS ..,,,,m //, / /7., ii i �02 I:. 57.02 l TYP. I +17 d. 1.. . . . / . /1„. 1I/ 57.01 6005162-54 @ 16"o.C. TYP.I ark II / Y / / 'TYP. ` I�/ , i!1 / LLL MAIN FLOOR MAIN FLOOR 144,11‘, // / I 1 / / r / f e,7„,,,l/ / �/ �/ MAINFLOORgli, MAIN FLOORl(I I -lir 194'-0" y 194' -0' _S_ 194 0 6005137-33 @ 16"o.c.TYP. 194'-0"©� 6005137-43 @ 16"o.c. TYP. 3 - 16'o.C. TYP. S7.01 TYP. 57.01 TYP. c----) EXTERIOR ELEVATION - NORTH WING WEST AT GRID N1 EXTERIOR ELEVATION - NORTH BETWEEN N5-N9 (N 1 1 ) A (N 101600s137 33 @ N9 6 9 16"o.c. TYP. 16 \ S7.02IIIIP , GRID GRID _ 57.01 Nak (t19 N❑ NE TYP. 56 �' NB ` NB.b •' TYP. TYP56.071 •_•... r.- F-..solo. MAN.. '-F, -_ -r-r--...r..nr---.-r.:,^._r :.y - -.+.Nr.... - -v-v-i n 'F 57.03 I . 10� I1~ - t I ! 2 _REVISION 8/08/18 57.03 6005200-68 @ 16 o.c.TYP. II t \tr-- - - - - -,A-_ I I r '■ 1' ADDENDUM 5/11/18 T.O.STEEL CLASSROOM j1 - �'lill MINI - - _.,_ _ . - - T.O.STEEL CLASSROOMS0 T.O.STEEL CLASSROOM iIt I - I - T.O.STEEL CLASSROOM {� (CA/I 1 0 HSS5x3xl/4, Y 222' 0" - - - - - \ - - - - - - - - -- '� - _ - - 222' 0" 222' 0" il� • IFLATj 1 Hss5x5x3/a _ 222'-0" / #\ REVISIONS DATE I I I I I I \\ s• I I 1 l s --TA- . ..„,„ 111" I I I � + 11- 1 2 `,•.` 1 1 1 I 11 t 1 - 1 I I 1111 I,I f/ \ 1 1 600S162-54 II a II TYP TYP. I 1111 II ® 4® II � � .. © 1I a ® 1111 1 1 I ,�`O ' H ii@ 16"o.c. I 600S137-33 1 I 1 I 57.01 b `, S7.01 6005162 54 @ 16"o.c.TYP. 57.01 © 111 o ui 11" I < 11 Hi' / f I I I @ 16"o.c. I I U S6.07 57.02 57.01 / 40 H.1 :- TYP. I I IIII 16 /Iii. ` I I i Q 6 I I ` 7 I I 6005162 54 I - HSS5x3x14- HSS5x5x3/8 S7 Ql 1 1 I I 1 t I IIII \ �� 6005137-33 i j I-LA1 ��TYP. @ 16"o.c.TYP. j 1,1 /;/ - ' 57.05 ` I I 57.03 1 1 @ 16"o.C.TYP. I # / ( ) lj !I I I 0 UPPER LEVEL I'I:/f 13 UPPER LEVEL � 0 UPPER LEVEL - ------ - - - - -�- - UPPER LEVELUPPER LEVEL II UPPER LEVEL v �.- _ _ . ',WWI, I .=re-r-er Y.Ine-oe-rPs.-• . riur yv�ratu�uv v' - r- ------------,,______ - r_ 208 0 �`'}' O 2Ds' o' `� 208' 0" l : 1-11:. (Sixj f T 208'-0" 0-1.0 208'-0' _ _ _ ......_41..... 1 ' 208'-0" .r I � _ _ - _ I I rf- - -� 1 I1 r - ~�-� I - '1 (FLAT) _, I- _ I q X I l ., HSS5x5x3/8 6005137-33 @ IIII I I I I II lI fl 1 ,► , ►.><:: . .. f r ► r ' 1 ►� �► 1 l co 16"o.c. TYP. I} 1111 6001250-97 T&B d I i . ..:• 11 .l :. I I jK 1 s, �, �,�»� all .8..R� I I 1111 8 BOX BEA m r II II �, I 555x3x1 II >It `/ 1/ ✓ ' if l(. .... (FLAT) 11 X X 1 1111 l I ,/ ' / S6 06 / // / " ` / Y I1 I TYP. III / T I 1 IIII / / I�/ttily III 1 . . . . . . z = IIII /i II I 1 / I/ XI / 1fl / MAIN FLOOR MAIN FLOOR I Z////.. Ili / // / �/ / MAIN FLOOR MAIN FLOOR IIII / } /� Or / / MAIN FLOOR TIGARD TUALATIN SD MAIN FLOOR T _ __ - 0 �lI I � 194'-0" 194' 0" $ 194' 0" 194'-0" 194' 0" 194'-0" a Akio. 6005162 54 @ 16"o.c. 6005137 43 @ 16"a.C. L 6005162 54 @ 16"a-c.TYP. 6005137-43 @ 16'o.c. TYP. ©� TIGARD 55.07 57.01 ©� S® TYP.57.01 600S162-54 @ 16"o.c.TYP. $7.01 TYP. TYP. EXTERIOR ELEVATION - WEST AT KITCHEN 2 HIGH CEXTERIOR ELEVATION - NORTH WING WEST AT GRID N2 EXTERIOR ELEVATION - NORTH BETWEEN N9-N 10 1,8' = 1 _0 I 1/8"- 1'-0" 1/8"= 1'-0" SCHOOL N B 9000 SW DURHAM RD. NA �� TIGARD, OR. 97224 PLAN NOTES: CA JOB NO: 16992.00 16 16 1. TOP AND BOTTOM TRACKS SHALL MATCH THE DEPTH AND I S7.D1 ISSUE DATE: June 19, 2018 THICKNESS OF STUDS AND SHALL HAVE 1 1/2" FLANGES, U.O.N. I I Jurisdiction Stamp Area FASTEN STUD FLANGES TO TRACK FLANGES WITH (1) #10 SMS UPPER LEVEL ' - I UPPER LEVEL EACH SIDE, U.O.N. a, 6005162-54 @ 16"o.c. '7.03 �208'-0" ' 208'-0" S7.03 2. REFER TO 57.01 FOR TYPICAL COLD FORMED STEEL DETAILS. ..',�1J. III SIM 6005162-54 @ 16"o.c. 1 '-`�- 600S137-33 @ 16"oI .c. 0 UPPER LEVEL LL -It I s• /' UPPER LEVEL I3. :////7i INDICATES APPROXIMATE EXTENT OF BRICK VENEER, f I I 208 _0 ► - tr.l 208' 0" REFER TO ARCHITECTURAL DRAWINGS .116. I I - Ail- = J _ _ - .. . .:.: 4. INDICATES APPROXIMATE EXTENT OF METAL PANEL I I I �,�I I I :. :: .:. :.:.. ..: ... / CLADDING, REFER TO ARCHITECTURAL DRAWINGS 6005137 43 @ 16"o.c. i�/ 111 11 1// 5. INDICATES PUNCHED OPENING IN EXTERIOR WALL, 4111:4111 �./ I I III ,// /,/// 7 / REFER TO 2/S7.01 AND 3/S7.01 MAIN FLOOR 211� I I MAIN FLOOR 11.$;,_ 11 6. V.J. INDICATES VERTICAL JOINT IN WALL. REFER TO 13/S7.03 194'-Q" 194' 0" © IIII I 600S162-54 @ 16"o.c. j EXTERIOR $7.01 MAIN FLOOR- ! I I / 194'-D" ,G-�MAIN4_ ELEVATIONS Cl_ KEYED NOTES: © 194' 0" I� r�"�- O THE STEEL NETWORK 600MW-48 @ 1 6"o.c. ANCHOR BASE OF S7.01 vJ O STUD TO THICKENED SLAB EDGE WITH 3/8"0 GR 55 ADHESIVE co cri ANCHOR WITH 4 1/2" EMBED. p PROVIDE (2) 600S200-97 AT JAMB AND REFER TO 2/57.04 FOR EXTERIOR ELEVATION - 2 N A CONNECTION OF SUNSHADE KNIFEPLATE TO STRUCTURE. Ct r- NORTH WING GRID N5 EXTERIOR ELEVATION - WEST AT KITCHEN 1 w 53 . 11 O N oD © FASTEN TRACK TO STUD W/TSN STIFFCLIP AL600 W/ (3) #12 64 S.M.S. IN EACH MEMBER 1/8'= t'-0" 1/8"= 1'-0" • bassetti A architects • SIM. AT N2 N2 N3 N4 © N6 r ROOF EDGE alkU a 16-'\116 S7.02 600S137-43 @ 16'o.c.,TYP. 57.02 s7.02 S7.01 r TYP. TYP. 721 NW 9TH Ave, Suite 350 600S137-33 @ 16"o.c.,TYP. Portland, Oregon 97209 0 T.O.STEEL CLASSROOM J. - T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM 222' 0° _ _ 222'-0" 4 222'-0" - - - - - - - _ 222'-0" T (206) 340 9500 F (206) 340 41N-, 600S162-54@16"o.c.TYP. (. . . - - - - --- - - j 1 - - - - � ---•--- It i -awl. iii i. ,4 1 I� s Ills. 1 i 1 11i APE �� I 1 �e ► 1 1 { CIVIL ENGINEER & LANDSCAPE 6005137-33 @ 16"o.c.TYP. , I -� 11 . I _ 6005137 33 @ 16"o.c.,TYP. 1 /\ ® /` I i I f 1 �I I Cardno •• TYP. S7.i7 J 1 I I © © I 8 1 I l 6720 SW Macadam Ave Suite 200, 57.01 /N2-N4 1.:1 :: i; f I TYP. S7.02 ill �� f Portland, OR 97219 1 I \ TYP. 1.1 I I 1 i N4-N7 �, , T(503)-419-2500 +� 1:� ► N2-N4 1 .1 I Iille _ 11 � � LSI _ r- T' UPPER LEVELS - - }-- UPPER LEVEL UPPER LEVEL i1 f LI - UPPER LEVEL 208'-0" �-- -� - 208' o" 4los' o' �� �� STRUCTURAL ENGINEER Iii --1 -- _ STR CTURA k - - - I T I f __ - - - - - I- - - - - - - - - - - i - l H U -AI I 208' 0° Catena Engineers ! 1 /iI I III-- -- g I I I f I I 1 j 6005162-54 / I II 11 1 1500 NE Irving St., Suite 412 9 1. 1 6005137-33 @ 16"o.c.,TYP. @ 16'o.c., TYP. 1 II 1 Portland,OR 97232 16 // 1 1 T(503)-467-4980 57A2 41: . .. : . . .: . I I 1 ! : I! I 1.1 © •/ � © / „....\ 6005162-54 @ 16"o.c.,TYP. II I MECHANICAL ELECTRICAL & /X ! X y i I 11 I PLUMBING ENGINEER / / / / , III Glumac MAIN FLOOR MAIN FLOOR40_ MAIN FLOOR _ //1M///7 //71/7 �/� ,/i' X /� '.V 1 �/i, // 1 '/ / i I 1 1 N I I iii 900 SW Fifth Ave.,Suite 1600 /, � { i � � Il i11 V 194'-0" 194'-0" $ 194'-0" N MAIN FLOOR 194'-0" Portland, OR 97204 600S162-54 @ 16"o.c.,TYP. 600S137-43 @ 16"o.c.,TYP. T(503)-227-5280 SS©r FOOD SERVICE CONSULTANT V TYP. Webb Foodservice Design EXTERIORELE ATION - 3700 SELafayetteCt. Portland, OR 97202 NORTH WING SOUTH BETWEEN N1 -N2 EXTERIOR ELEVATION - NORTH WING SOUTH T(503)-236-8566 8 1/8"= 1'-0" 1/Er= 1'-0" ACOUSTIC &AV CONSULTANT The Greenbusch Group N B A (113 NA 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 T 206-378-0569 9 16 TYP. 56.07 )111' 57.00y)°. 16 labCOST CONSULTANT 57.01 Construction Focus 600S162-33 @ 16"o.c. -1'1 i -q � 740 Almaden St. -{f .�. 1 Eugene,OR 97402 _ _ _ - I 70 Almaden I i031 1 1 I 17_ 600S2 68 @ 16"o.c. � ! II II _._ 0 T.O.STEEL CLASSROOM I I T.O. STEEL CLASSROOMS T.O.STEEL CLASSROOM --w " 1f-''�`-�� 'L T.O. STEEL CLASSROOM {� `]C TU 227-0" .LI W$S5x3x1 l4 _- 222'-0" 222'-0" J - --- -.__ _ f i i._. - I 222'-0" Y Gj*c� ► PAS 1 I 1 I (FLAT) I i / ,mu ,1 I \5% � • /44 O S A 1 I fhall I I' �'�' �,� 9 9r �' 1 600S200-68 @ 16"o.c. I I / CE C TYP, dith I`I 1I 8 I/I S7.02 O 12 OU I 1 16 I • . GO' © S /4 ▪ S7A1 I I 5 .01 11 S7.01 4:004,10 7 6005162 33 @ 16"o.c. I I I 1 6005137 33 @ 16"o.c. ' 600S137-43 @ 16"o.c. TYP. gh , 6005137 33 @ 16'o.c. 55x3x1 - ON 0� S 7.04 S7.01 S6.0 i♦s 1-LA I) . �� I I H 6005162 54 @ 1 6"o.c.TYP. --�J 1 TO 018.08.20 UPPER LEVEL UPPER LEVEL UPPER LEVEL UPPER LEVEL UPPER LEVEL • - - - UPPER LEVEL UPPER LEVEL I iy � =_- - UPPER LEVEL / „ � „ EXPIRES:06/30/2020 208 0' /� I ir/ 1///7/1/////) v ///47(/// - �t�/ 208'-0" Y 208'-0„ • ._ _ . - - -:- - 208'-0" 208 0 S5x3x1 4� I - 208'-0" 208'-0„ h�" 208 -0 ir /I L[4 _ r 1 1 ' 1 I (FLAT) -54 @ 16 o.c. 41, /� si - - _1/ - - - ,. `�I J I�SS5x-sx3y8 `_'� 6005162-54 @ 16"o.c.TYP. alk - I F X ■ 6005162 1 T „ Lr) p�lR ... e e 56.06 I 1 /. i I co co TYP. �. ..1 (FLA { 56.06 M c*� A f { I ,� . I TYP. x x . I ( ). I ' 1 = SS5x3x1/4 s >► I/ r, In In I { 1 1 1 1 1I 1 = I = : "■ '� 6005162-54 @ 16"o.c. � �� � � 6005137-43 @ 16"o.c. IJ' /� 6005162-43 @ 16"o.c. / j 1 7/`/// )1_11,/ ) MAIN FLOOR MAIN FLOOR Ai,: I / / / I f fl/ MAIN FLOORtio_ MAW FLOOR %,/ir")/ i /// MAIN FLOOR MAIN FLOOR 1 CO' 1 _ MAIN FLOOR MAIN FLOOR I / 194'-0" BOX BEAM HEADER AND 194'-O" 194'-0" 194'-0" 194'-0" 194'-0" 194'-0" 194'-0" JAMBS, REF. 1/57.01 ©r 600S137-43 @ 16"o.c.TYP. © ® © S7.01 ® � , 57.01 57.01 57.01 TYP. e TYP. 57.01 EXTERIOR ELEVATION - EXTERIOR ELEVATION - V - WET BETWEEN CD-CF EXTERIOR ELEVATION - WEST BETWEEN CH-SA NORTH WING WEST AT GRID N 1 Q 0 NORTH WING EAST AT GRID N9 EXTERIOR ELE ATION S 1/8"= 1'-0" 9 1/8"= 1'-0" (1110 (sA) SBS SD (1111 411 C4 411 Ell I ® 9 TYP. e, S7.01 S6.07 5 , 6005162-54 @ 1 6"o.c.TYP. { 6005162-54 @ 16"o.c.TYP. I I 600S13T43 @ 16"o.c. SIM. S7.02 S7.02Ak 6005137-33 @ 16"o.c. TYP. S7 02 6005137-33 @ 16"o.c. TYP. 2 REVISION 8108118 TYP. TY P. YP. 1 ADDENDUM 5111118 UPPER LEVEL _ ? _-- _- 1 _.. . UPPER LEVEL UPPER LEVEL - --- �� -. . _ - � - UPPER LEVEL 208 -0 208 -0 r- - - _ - - _ - - __ -- __- -_ __ _ _ _ - - - --- - - - - - - - - - - - - - - - - - - - - - - - � -- - - - - - - - - - - - - .._ __--- - - - -� ,.. 208'-0" //\ -I L � - III_ - -t11" 111 -1.1► - _ - - - - - - - - - REVISIONS DATE 600S162 54 @ III I II lit a 1 1 - I I I I I1 111 } ! �1 11 16"o.c.TYP. S5x5x1/4 v l I -rtF«.► �-�� s ■1.1 • s i l - 14 it r ' r I I ► ,y-0e- >• x f-1*•" I I I I I:1 k k t:! f \ 11 11 I ] I I ! _ I1 it i1 / f 1,1 II 56.06 TYP. . I I I I I I I. � `. `� I I Ii ! I ll .' 11 H .. . I / j iI / ( ! 11 Ii _ 11 j///////// �I ~ _• // _ A ✓ V /// /// / i ///��� f 1 1 1 _ _ 4.- i I 1 1 0 MAIN FLOOR MAIN FLOOR MAfN FLOOR i i / i i,i i . 1 i III MAIN FLOOR 194' -0' 194'-0" 194'-0' 194'-0" © ® 600S162-54 @ 16"o.c.TYP. 6005137-43 @ 16"o.c• © 6005137-33 @ 16"o.c.TYP, S7.01 57.01 r 57.01 TYP. EXTERIOR ELEVATION - NORTH BETWEEN Sl -S2 EXTERIOR ELEVATION - WEST BETWEEN SC-SJ 1 0 1/8"= 1'-0" 1/8"= 1'-0" TIGARD TUALATIN SD ØA TIGARD TYP. HIGH 9 PLAN NOTES: Alk S6.07 1. TOP AND BOTTOM TRACKS SHALL MATCH THE DEPTH AND S7.01 8005137-43 @ 16"o.c. \ I I SCHOOL THICKNESS OF STUDS AND SHALL HAVE 1 1/2" FLANGES, U.O.N. 0 UPPER LEVEL ... � j s , ` �_ UPPER LEVEL 4 FASTEN STUD FLANGES TO TRACK FLANGES WITH (1) #10 SMS 208'-0" 4- 208'-0" EACH SIDE, U.O.N. 800S200-68 -- 7 0 III 2. REFER TO S7.01 FOR TYPICAL COLD FORMED STEEL DETAILS. @ 16"o.c.TYP. -- I S 6005137-33 @ 16 o c TYP I 3 I I 9000 SW DURHAM RD. l HSS10x6x3/8II 3. INDICATES APPROXIMATE EXTENT OF BRICK VENEER, _ _ - 1 UPPER LEVEL TIGARD, R.97224 REFER TO ARCHITECTURAL DRAWINGS �o �` UPPER LEVEL ' j E A e V��� 208' 0" - - " - - - -- -----: 208' 0., S6.06 TYP. x �iL1166 .0 Lo - � III 4. F I INDICATES APPROXIMATE EXTENT OF METAL PANEL x JOB N0. 16992.00 k x - - _� / II I 111 ISSUE DATE: June 19,2018 CLADDING, REFER TO ARCHITECTURAL DRAWINGS _`/ __._._ _. I I I 5. INDICATES PUNCHED OPENING IN EXTERIOR WALL, MAIN FLOOR "' i _._,/ MAIN FLOOR40 - I I Jurisdiction Stamp Area i 94` 0" f ^' 194' 0" o f 1 1 H REFER TO 2/S7.01 AND 3/57.01 / i / Il � { 6. V.J. INDICATES VERTICAL JOINT IN WALL. REFER TO 13/57.03 i / If ili U 2 ' v>,...-7"..7.7.- /l I 1 I: I _ S J I: � /// / /-y'1 I I MAIN FLOOR 0 LOWER LEVEL A LOWER LEVEL �� 187'-0" - - - 1 --~- 187'-0" Y 194' -0" 194'-0" MAIN FLOOR � I f 461 . KEYED NOTES: I 600S137-43 @ 16"o.c. Ak 600S162-54 @ 16"o.c.TYP. OTHE STEEL NETWORK 600MW-48 @ 16"o.c. ANCHOR BASE OF al STUD TO THICKENED SLAB EDGE WITH 3/8"0 GR 55 ADHESIVE S7.01 S7.01 H•' W .. 4 " E S LED 57.01 TYP. 2 © CONNIDE (2)CTIONOOF oUO-97 AT NSHADE I:NBFEPLAND ATE TO STRUCTURE.FOR EXTERIOR ELEVATION - SOUTH AT GRID SL EXTERIOR ELEVATION - SOUTH AT GRID SJ BETWEEN Sl -S2 EXTERIOR a © FASTEN TRACK TO STUD W/TSN STIFFCLIP AL600 WI (3) #12 1/8"= 1'-0' 6 1/8"= 1'-0" S.M.S. IN EACH MEMBER I- ELEVATIONS N LLI �^ CO VJ Ni- c:6 F- co ..,- C\1 N N 12 w 53 . 1 2 bassett! architects (S 12 akS 3`(S 14) S (S1 ( I ) � 0 • SL SM SN �O 57.01 \ . / \ . / �� , 721 NW 9TH Ave, Suite 350 57.01 6005162-54 @ 6005162 54 @ 16"o.c. Portland, Oregon 97209 _ TOP TRACK TO BE T (206) 340 9500 F (206) 340 9519 600S162 54 @ 16"o.c. TYP. 1 b"o.c.TYP. �, CONTINUOUS BETWEEN 6005162-54 @ I 6005162-54 @ III 60x5137 43 @ 16"o.c. TYP. 57.01 TYP' I JAMB STUDS, TYP. -\ 16"o.c. TYP. _. ,. ._ . �� - 16"o.c.TYP. 1S7. I S8 UPPER LEVEL UPPER LEVEL. - - - - I ENGINEER & LANDSCAPE las' o" 1 [ los' o" mo„ CIVIL EN a11 I ! ; II flio UPPER OLEVEL UPPER LEVEL OL Cardno S7.01 0 / I { I I 6720 SW Macadam Ave Suite 200. UPPER AUX UPPER AUX _ _- . � ` - - � ,4: . ,,.� . . --1 f _ ,- . -:� Portland, OR 97219 I1 - 201' 0' I / // / 201' 0" ! » �I ! 6005162-54 1 !- i -1.1- i - - - - - - - - 1 ;- , - -. _ _ -; f -- -I T(503)-419-2500 �/ UPPER AUXI 1 UPPER AUX I I i 1 IT m •� I ! ` I I I I _ @ 16"o.c. 600S162-54 ' ► 201' 0" 71i ) I . 201 UPPER AUX UPPER AUX- ] 201'-0" 1. i 201'-0" UPPER LEVEL BOX]BEAM I .■--"r~■" i [ I eN !;r \ ��\ 1-/-11°- 01STRUCTURAL ENGINEER 208 O . 1 I UPPER LEVEL Catena Engineers I - - $ - L -J1L 1- _ - - - _� / Cra N f i I I I 208'-0" 1500 NE Irving St., Suite 412 45_MAIN FLOOR MAIN FLOOR4 1(j. _ - _ _ I 194'- F . 194'- R I I b U - ', - _ - Ti I I I I � `l-' •• m ,;m 1 Ankh. { I I I Portland, OR 97232 I l I I i 1 1 I1111' 1 , _ wt a 1 57.01 87.0. I I • I I 600S137 33 @ 16"o.c.TYP. T(503)-467-4980 6005162-54 @ 9 1 1140_ MAIN FLOOR I I I MAIM FLOOR I 57.03 I• TYP i IIII 1 " TYP. 57.02 III 194'-0" H 9 11r- .. 194'-0" TYP. jr I i i ! I l l. I MECHANICAL ELECTRICAL & 6 o.c1 I I I , 11 • UPPER AUX 11 s -- 1 Z - _L .� _ I UPPER AUX 0 LOWER LEVEL r I / AI LOWER LEVEL57.02 - - - -_ _ - - _- - - - -. - ..- - '1. _: ,� u ''r .: - PLUMBING ENGINEER III 600S162-54 @ 1 ! I I 201'-0" , I _ - - ��1,c.,, - .,a 201' 0" Glumac 187` D" 187 0 ill l6"o.c.TYP. Ili I 600S162-54 --I 1- -I . _ a WI- © 0 LOWER LEVEL ,l, LOWER LEVEL 1 1 I I I # ` --= - - 900 SW Fifth Ave„ Suite 1600 187 D' 187 0" 11 I @ 16"o.c. I r t de LOWER LEVEL ,PP I LOWER LEVEL40_ j I ! i Portland, OR 97204 57.01 187 0" 18T-0" 1 ////- /// I I { t: T(503)-227-5280 4_94'-0"IN FLOOR I i i" .i ! 4 - - -. _ .-` - MAIN FLOOR / I �/ FOOD SERVICE CONSULTANT EXTERIOR ELEVATION - EXTERIOR ELEVATION - EXTERIOR ELEVATION - . 1 ©) � / t 4 Webb Foodservice Design T H � / / A � � � ,���� 3700 SE Lafayette Ct. 0 SOU AT GRID SQSOUTH AT GRID SO .5NORTH AT GRID SN LOWERLEVEL /, , , i , , Portland, OR 97202 / >! / _ LOWER LEVEL T(503)-236-8566 18T-0" Akio, fii, 18T 0" l Is - o /8 - o /8 = 1'-0' ACOUSTIC & AV CONSULTANT 6005162 54 @ 16"o.c• S7.01 600S162-54 @ 16"o.c. 600S137-43 @ 16"o.c. TYP. The Greenbusch Group 1900 W. Nickerson St., Suite 201 . 0 41111 4111) i-- EXTERIOR ELEVATION WEST BETWEE W - - SJSO Seattle, 98119 S� SD T 206-378-0569 �� g 1/8"= 1'-0" N COST CONSULTANT TOP TRACK TO BE Construction Focus CONTINUOUS BETWEEN , 740Almaden St. a� JAMB STUDS, TYP. \ �� -, �� Eugene, OR 97402 0 T.O.STEEL CLASSROOM 57.01 T.O.STEEL CLASSROOM (S1 2� ,S 1 1 ) �S1 �� 159,2l T 541-686-20314 222' 0" TYP. - 6005162 54 @ 16"o.c., TYP. I 222' 0' �� �� �/ \--___-/ • 6005162-54 @ 16"o.C.TYP. 6 �� 6005137-33 @ 16"o.c.TYP. I S7.02 71,"" C TrV 4.1 tpPi � t 600S162 54 @ 16"o.c., TYP. �--�� �� t 6005162-54 ,_117 I „ O. - ----- '-TT zz , 1 - @ 16"o.c., TYP. i tai1 1 t I. -- - ��ii - I. - - - ,�-- -+ - FTS - - - - ` - - - -Lw. - - i- - �it - � - - - -� _ I ii 11IIill 1 ■ 1L ■^ 1I ii y !!I r i,, ----,\ 1 II 0 0 I.1 I I i lily. I I I yiACH o v UPPER LEVEL IIT Ak� I I UPPER LEVEL UPPER LEVEL 1 1 - - - I ! - - - l I UP 9s� S• 208'-0" s � .i ■ ♦ V ii I ' I \\\ �� I 1 i R LEVEL H �l�Q 7 PE I 1 57:01 I 1 I , / 12 I 1 208' 0" 208' 0" , 1 I 208'-0 b! Thi 2018.08.20 I I TYFI I III I 1,1 lit 12 � / S7.01 4 1, , \ � � 1 I 57.02 , } 1 o w 1 ill ! ! I TYP. o ( TYP. 57.01 @ 16 o c E : 012020 , .„ I:I a CJ III !I I III 1ow 1If / �` I I 7- E I I I TYP. ' :. .€ i� UPPER AUX - - - - T - - - - - - - - - - - - - - L - - - - - UPPER AUX UPPER AUX - - ■ .41------•-•- ••II if I Il 11 201 0' s III- - - ► s -{I 1-1111..•41F4-1111w -4 - -I- \\I?I 201 -0' 201 -0 tr �_- - �� � �-�_ ► _ti��w - u 201 - UPPER AID 2/ ____±. - - - - - - - - -1I - - - - - - - - - ~ - - _ - - - - - -- -- I� 1 - 1 I / x r l • r� i 1 III I I l _0,.. MAIN FLOOR / �� _ ./7/e ,/, . / ,„/ /// / - ,.//- / _ - MAIN FLOOR40_ iilMAIN FLOOR I I - - illk1 1 - - I I MAIN FLOOR S_ 194 0 / / / / ( / /, x ,I , . _ I /-7/ r 194 0 194, 0,. • . rT 1�► , / I 194'-0" /.////. �r ��/ /� TYP.© / Al / //4 57.01 1 % /:// � : / / / ii ' �� III LOWER LEVEL - _. LOWER LEVEL !ijo •LOWER LEVEE /I± ,. ,r / _ _ - 7 . .y - . . / - .- - - '-r ' _) --/ _ Wor■ 1 I LOWER LEVEL -"\ 187'-O" 187'-0" 187 -0" 187' 0" 600S162-54 @ CONCRETE WALL. REF. ARCH FOR TOP 600S137-33 @ 16"o.c.TYP. 6005162-54 @ 16"o.c.TYP. a 6005137 43 @ 16"o.c. TYP. 16'o.c.,TYP. OF CONCRETE AND WALL STEP 85.07 YP LOCATIONS. EXTERIOR ELEVATION - EAST AT GRID 10 EXTERIOR ELEVATION - NORTH AT GRID SNS 8 1/8' = 1'-0' TOP TRACK TO BE TOP TRACK TO BE CONTINUOUS BETWEEN / 61 JAMB STUDS, TYP. / CONTINUOUS BETWEEN 411/ .1. cc ^ / A � JAMB STUDS, TYP. S7.01 �� 600S162-54 �J~� 60oS200 97 \31\.. a� 6005162-54 40 ,....._...„ �� �� / \ �� TYP. 16 O.C. 57.01 1 Q [] 1 1 / @ 16 o.c. TYP. TYP. @ 16"o.c.TYP. 1S 7, I I S8 S 7 159.2} (S ! 0) (S 1 J l5 1 2 REF.3/53.22 \ _/ 4 �� a��� �� /� 57.02 57.02 6005137--33 600S162-54 / \ TYP @ 16 o C TYP @ 16"o.c.TYP.i I ,� T 3 REVISION 8108118 - - - - -- - - ._ _1 ' /// - R - - - - - - _ x ^� j I 2 PLAN CHECK 8121!18 - - - " s r - - - - 600S162-54 1 ■ ■ ■ I ■ - -■ - - _ -.4 - J � 1 ADDENDUM 5/11/18 III l 416"o.c. i 4 - - - - - - - - 1 II, jam; ll I I I / { ! I { I f O r 1 r t I 1 - UPPER LEVEL• 44UPPER LEVEL © s w' a. � © © REVISIONS DATE UPPER LEVEL _. /� t'1 _ UPPER LEVEL UPPER LEVEL - �� �� �� �� gas' a- ,�� 1 E o ill € -- - -' ' -2�s' o" los' o" • I X o los' a" 20$' o" 1- - - , - - _ UPPER LEVEL, ll P i�f 1if I U I I I I 1 0 �; ®, :: hIii ' I it- 57 02 ® CI IT YP 1 1 Il! 1 ! 1 U 57.01 o u; U TYP. 57.01 I�1 600S137 33 1 TYP. I:i I i III I I Al @1 r - III _ .1 •:. ... ... I - J . ... TYP. _. -.. 6„o.c.TYP. N - J f 57.02 1 - - 1 i' ] .. UPPER AUX �. y,�� �, •_� YP. ., i. UPPER AUX UPPER AUX T_- _� ` UPPER AUX UPPER AUX L� ( � �_ . F1 �♦ il, ■II ■ Ow- \� f i r -._ ._ w * 'iI; UPPER AUX 201' 0' I 201 0 201 0 HI 201'-0" 201'-0" 1 �_ - .. . - _- _ I 201 0 � J II II1 1 1 1 I I lII s- iiii.!5_ MAIN FLOOR / ,k , _ ////-7 // �� 4,- // 14/ I MAIN FLOORfli;,_ MAIN FLOOR - _ \ I MAIN FLOORf!to_ MAIN FLOOR S6.}2 I I 4 - opk4 - - 4 4 _4 -1 1 MAIN FLOOR / Ji194' 0" 194' 0.. I1 //� /�` / I -$- 194'-0" I / �. I I� 194' D" 194' 0" • II �/ // 1 /� 1� I t ��� TI� 194'4'-0 600S162 54Ank TYP. III / / / /7/ // I © I I I \ / I @ 16"o.c.TYP. S7.01 I I / �1' // 1 ,�. r / / 410 LOWER LEVEL I I / / i / /_ /';‘, , / / LOWER LEVEL LOWER LEVEL // y 1 �' /�/� � � / i // I. LOWER LEVEL$_ 1 CONCRETE WALL. REF. ARCH FOR TOP OF 187 -0 187-T 187'-0" 187'_0" CONCRETE AND WALL STEP LOCATIONS. © 6005}62 54 6005137 43 6x05162 54 TIGARD TUALATIN SD EXTERIOR ELEVATION - EXTERIOR ELEVATION - TYP.S7.01 @ 16"o.c. TYP. @ 16"o.c.TYP. 57.01 > @ 16"o.c. TYP. _ TIGARD 1 EAST AT GRID S9 .2 BETWEEN SA-SC EAST AT GRID S9 .2 EXTERIOR ELEVATION SOUTH AT GRID SP 1 0 1/8"= 1'-0" 9 1/8"= 1'-0' 1/8"= 1'-0" 1-I I G H oPLAN NOTES: (:)k-1/ pr S { SCHOOL 69 or (SJ N 1V1. TOP AND BOTTOM TRACKS SHALL MATCH THE DEPTH AND \ / S7.01 1 THICKNESS OF STUDS AND SHALL HAVE 1 112" FLANGES, U.O.N. • FASTEN STUD FLANGES TO TRACK FLANGES WITH (1) #10SMS ®� 6005162 54 EACH SIDE, U.O.N. S7.01 6008137-43 @ 16"o.c. I @ 16"o-c.TYP. mil / 6005162 54 TYP. 2. REFER TO 57.01 FOR TYPICAL COLD FORMED STEEL DETAILS. r� I - - / @ 16"o.c. �� r _ _ -_ ••_. -- �- _ --- -_-_� `-7 9000 SW DURHAM RD. (sb )0 57.01 � $9.2r '4 _ � p ;�-: ! .-- _ I TIGARD, OR. 97224 3. V"// /1 INDICATES APPROXIMATE EXTENT OF BRICK VENEER, �� \ / {I1 11�-- - - - - �'s- I" / REFER TO ARCHITECTURAL DRAWINGS s x• 1 !s I i1 ._ \ ! I Ii JOB NO 16992.00 1 P'rt r Pip I It I I J ISSUE DATE: June 19. 2018 4. 1 1 INDICATES APPROXIMATE EXTENT OF METAL PANEL _ IIT- SII III I 1 CLADDING, REFER TO ARCHITECTURAL DRAWINGS 0 08PER-0LEVEL O UPPER LEV1 L UPPER LEVEL - UPPER LEVEL - 208'-0' 208'-0" i'1 O } �� I1 Akio. i l - Jurisdiction Stamp Area 5. INDICATES PUNCHED OPENING iN EXTERIOR WALL, = - 0 I ! I Ii 208 0 r _ S7.al i o w \ I�I - REFER TO 2/S7.01 AND 3/57.01 III , U 1 I II I - - i - - - - - - - - 6005137 43 8005200-97 @ 8"o.c. J 57.01 800S200-97 @ 8"o.c. I l 11 -- I I I I TYP. I f \\ { ! 6. V.J. INDICATES VERTICAL JOINT IN WALL. REFER TO 13/S7.03 �� @ 16"o.c. `l ! { 7 \ I I , �=` iip, UPPER AUX UPPER AUX UPPER AUX � -�L.♦ __ _ - 201'-0" - - 201" 0" 201' 0" �.:, „,-= - �� Y f 1 L 1 ER UX r � S7.03 I UPPER A #_ UPPER LEVEL s `� UPPER LEVELIS I I TYP. 201 0" KEYED NOTES 208'-0" - - 208'-0" - - JI L I 1 I • I I. 600S162-54 "'e^^" � FI _ ■ ■ I ` � III THE STEEL NETWORK 600M W-48 @ 16"o.c. ANCHOR BASE OF I I..I k // { O MAIN FLOOR // MAIN FLOOR MAIN FLOOR i�l - - t I STUD TO THICKENED SLAB EDGE WITH 3/8"O GR 55 ADHESIVE . I. 57.010 _ MAIN FLOOfl-i) R r • NCHiRWI H41 2" EM.ED. 0 UPPER AUX $?_ 194'-0' I - - 194'-0" 194'-0' % 7 /� /�T / - ' //V/ i / - 194'-0" UPPER AUX r 1 . / / 201' 0" r- - 201' 0" / / I ` I � /3 © PROVIDE (2)CONEECTION OF SUNSHADE NIFEPL-97 AT JAMB DARE TO STRRUCTURE.EFER TO 2/S7.04 FOR I / I or,// I EXTERI0R PP LOWER LEVEL i i i r LOWER LEVEL LWER LEVEL / // I / / 1 / i i i i i i i 7 LOWER LEVEL © FASTEN TRACK TO STUDW/TSNSTIFFCLIPAL600W/ (3) #12 © 187'-0" 187'-0" 4 187'-0" -187-0" $ 1- ELEVATIONS S.M.S. IN EACH MEMBER S7.01 © W © 6005137-43 @ 16"o.c. 6005162-54 '- 57.01 ��1 C� S7.01 @ 16"o.c.TYP. (I) TYP. F- co co EXTERIOR ELEVATION - NORTH AT GRID SC EXTERIOR ELEVATION - GRID SJ o EXTERIOR ELEVATION - EAST AT GRIDS 12 � N 4 LLI S3 . 13 co P1 • S4� • �S6 bassettll 5701 r- architects OT.O.STEEL CLASSROOM - - - T.O.STEEL CLASSROOM $, 222'-0" 600S162-54 @ 16"o.c. ` 222'-0" 1 ) 1 1 NW 9TH Ave, Suite GI4 � 4 _ _ _ _ 0 © - Portland, _ 7---=-= - - - - - ^ _ - -i �- - - 1 s7.o2 s7.Q20111' s7.o2 0 950 0 9519 ,� booslb2 5 � � Partlan vegan 97209 �T i i T {2 6) 340 O F (20fi) 34 { - .� _ _ 1{� - - -� _ - - - ISI - .11.1 l; ! .L . I 4 It I HSS8X6X1/2 T.O.STEEL CLASSROOM ,.-.- aT.O.STEEL CLASSROOM I + - -: : :1 L . -: � 222 -o :::: . ... .. ..._•. ... .. . .. . .. ..... . �.. ... � .: ::� : :: 222' o" ail -1 { - I I - - 1 I I �.: .�_ . :.: . ��. . �.� .. .: it :.,��. :... I UPPER LEVEL ._� r .... _ - .-_ UPPER LEVEL 1s �4: �- H 1(. -1 1 II 41 CIVIL ENGINEER & LANDSCAPE 208' 0" T-f I I i 1 III 208'-0" I . .. - <r. <) il I 11 III II 11 60051 37 33 1 � V _ I I I Cardno II II III < $ 1 I 1 1 @ 16 o.c. 1 I^ 1 E ( 6Ee5200 HSS8X4X5/16SS8X6X1/2 H5S$X4X5/1 II 11 I 1 11 9-2500 0 UPPER AUX & _ I { - I I - I UPPER AUX4 6005162-54 I Akio. I ! 57.03 Sa I I' I 111 201 O" I I jr 201'-0" @ 16"o.c. TYP. I 1 TYP. TYP. I: STRUCTURAL ENGINEER l 1 57.01 t I 1� 11 S7.Q1 1L- _, JIL JAL J�� - . L II HSS8X4X5/16 I Hsssx6x l l2 HSS8X4X5/1 I i I I ' Catena Engineers I S-..E `S � g >tl►i 1500 NE Irving St,Suite 412 UPPER LEVEL f UPPER LEVEL - - ,1. --- - T�-.-- -- -t- ---- - n 1 1 - �, Portland, OR 97232 -is - I - I _ los'-o„ i MAIN FLOOR s- - - - - sib MAIN FLOOR - �I[ _� - �� �- �� �. ] L - - - - T(503)�67�980 2 - _ V 194'-0" 194 -0 i1 HSS8X4X5/16 HSS8X6X1/2 HSS8X4X5/1 { I II I I I4II P. l I I I I .c 4. ! MECHANICAL ELECTRICAL & UPPER AUXalik # _ _ I ! UPPER AUX PLUMBING ENGINEER 201' Q" S6.07 600S137-43 201'-0" Glumac -0 LOWER LEVEL LOWER LEVEL4_ TYP. II 187'-0" 187'-0" I I I I I ] # I I ! Port a d,EOR 97204 uite 1600 1 @ 16"o.c. TYP ' LI � � � 1 � i T(503)-227-52806005162 54 @ 16"o.c. , ,> / ///MAIN FLOOR // /� ��/�/ / i, r 1 / / ,/77/-,/i/// /' MAIN FLOOR SERVI E CONSULTANT 57.01 FOODC 194'-0" 194' -r Webb Foodservice Design © O O O O O ©, 3700 SE Lafayette Ct. S7 01 r S7.01 Portland, OR 97202 T(503)-236-8566 EXTERIOR ELEVATION - SOUTH AT GRID SO EXTERIOR ELEVATION - SOUTH AT GRID SA ACOUSTIC & AV CONSULTANT 6 1/8"= 1'-0" 1/8"= 1'-0" The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 _ COST CONSULTANT SA ( ::::_1:7:1/) CA Construction Focus +r Q �� 740 Almaden St. CONT. 600T150 54 4 0 ©r T 541-686-2031 Eugene,OR 402 i 56.06 S \ 6005162-54 @ 16"o.c. TYP. OCTU so SP Q 1 0(ik T.O.STEEL CLASSROOM - - - -. - ; -- - - - Y.. -� _ ...., ..., _ _ � .,. .T .,_, T.O.STEEL CLASSROOM _ _ I I _ � ? ,l►�� 222' 0" 222' 0" ® r _ 1 Q p /4#7/.1/4) 9r 6005162-54 I TY'. 1 t t I I I �_ i . 57 Ol 7- b00T150 54 x CONT. 1 @ 16"o.c. �:: \ A (2j 6005162 54 Ill t { { 1.1.... 1 -1 j ,/ \ \ { 1 II II 1 ' HSS IOxbx3/8 {1{� I�.L I(t z : da �, �I}:: pr. !{I Iii ORE�OfV 6005162-54 @ 16"o.c. Alli { { 1 1 jilt 1 � { I I III v L - 8 1 { 6005162 54 @ 1 b o:c .1 { !. N l I I ✓ '�cN Il,tiAII‘ `�► 1 1 , S7 OS E t �� I } 1 1 - - - -- 11 9�y* I I - I I 57.03 SIM. 1 1 II 1 #:: TYP: 57.03 �� l i I II 1 °N + fH4�Q 1 1 57.03 I #. /� \ 1 I I II 2018.08.20 111-4 © 1 HSS l 0x6x3/8 TYP. 11 �f I I I I {2)6005162-54 L : I 1 111. .. TYP. t`h!f l BOX BEAM N:\ Ii. BOX BEAM III • ;13012020 LEVE 1 I 600T200 97 x CONT. UPPER LEVEL4 1 OX M g� - BOX BEAM RoX BEAM B BEA UPPER0 -L - - - - } I BEAM -r ,1, I I I ! I I UPPER LEVEL t Box l� _ - N �� _ - r _.1 - - _ - - - 1 1 III UPPER LEVEL 208'-0" 208 0 208' 0" 11 (2)600S200-97 �,y I 1 1 1 t -_tl- I I I I 208' 0" TYP. 4T,.- �'� �I� Ii II 11 I 8 r 600S 162-54 I 11111 I < , _� , 6005137-33 @ 16"o.c. I I S7.02 1 ..--Z 57.01 @ 16"o.c. 0 UPPER AUX -- _ _ -Q - UPPER AUX $1 201'-0" - 201'-0" - _ 1 1 Ng 1; imp- 0 MAIN FLOOR 194 Q _ - - - - 1 - _ • - I MAIN FLOOR EXTERIOR ELEVATION - EAST AT GRID C4 Irr -.....„..„11 I 118' = 1'-0" 1 (2)6005200-97 III 600S162-54 @ 16"o.c. II LOWER LEVEL IILOWER LEVEL187' 0" i.,, �= . I I 187'-0" .-----N.. Akio. CA CB (CC) CD SA A 57.01 A 51 8' 0" COl 56.06 r 6005162-54 @ 16"o.c. (2)600S162-54ir GOON 50 9OUS5 TYP. / EXTERIOR ELEVATION - WEST AT GRID S7 _ I T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM 222'-0" W , , - - - - - - --- , , , :... - - 222'-0.. 11 ! I Pf 1.1. IL ... . . ... . 111 111 // N tJ 1. Ill x 1 L_;= 1 I / I I (2)6005200-97 (� (/ -1;) III 1 .. . "- N I.i 1. 11 i � S "` } t 1I1 ( Jo 2 11 3 II II 11 l. I I III 57.03 I { �!- 57.03 ��. II { I I I (2)600S200-97 I t TYP. j �\ I I I I I ITYP. I-1 1 i BOX BEAM BOX BEAM BOA $E,� BOX BEAM :�.. BDXBi AM I 1 __________i______ $ 1l - - _ - --___ ----------- ___ 111 _I 1 - - �_- 80....1:x OX BEAM 6005162-54 - - - - I1 1I 1 HSS6xbxi/4 II UPPER LEVEL10_ - 6005162 54 UPPER LEVEL 171 - -I I I I 1� -1 I- - __� T i Y 1 REVISION 8108118 L BOX BEAM @ 16 o.c.TYP. Akio, 208 0 Y H H �I1F- 1 - +" 208'-0" @ 16"o.c.TYP. S7.01 I 1 -12,11 I 1 I I , , , , , , L+1 - UPPER AUX TYP. Ii Ii UPPER AUX REVISIONS DATE AO11 201'-0" - - - `/ 7-- _ / �:7- - � 201'-0,. Alk I I � 600S162-54 @ 16"o.c. 57.05 I - - - - -/ % I I I L I I. MAIN FLOOR � _ � I I MAIN FLOOR $_ _ 194'-0" Al 1/ 194'-0" II II It I / /-' III 11 MAIN LOO 7/1/l' // / I I L-____ LOWERLEVEL �.� - / ' / LOWER LEVEL -x- 1$7' E0R _ �-� 187' Q' EXTERIOR ELEVATION - WEST AT RID o G c3 © 6005137-43 1/8"= 1'-0" TYP. S7.01 r @ 16"o.c.TYP. 09 EXTERIOR ELEVATION - EAST AT GRID S8 TIGARD TUALATIN SD 1/8"= 1'-0" TIGARD C4 HIGH PLAN NOTES: ' 1 180 1. TOP AND BOTTOM TRACKS SHALL MATCH THE DEPTH AND A J © Ark , e© S7.05 I)fr SC H o o L THICKNESS OF STUDS AND SHALL HAVE 1 112" FLANGES, U.O.N. I 57.05 1 \)S.7.0,4) S7.05 57.05 -t FASTEN STUD FLANGES TO TRACK FLANGES WITH (1) #10 SMS I 41110_-1111-I EACH SIDE. U.O.N. s ► t0_ T.O.STEEL CLASSROOM T.O. STEEL CLASSROOM 2. REFER TO S7.01 FOR TYPICAL COLD FORMED STEEL DETAILS. T.O.STEEL CLASSROOM T.O.STEEL CLASSROOM 222' 0" 222'-0" 222' 0" L v ,(� iii I {11_ 222'-0' T.O.STEEL CLASSROOM - __ _ _ _,-_ 1 T.O.STEEL CLASSROOMS_ I - _ _ - ._ _ _._ - Y 222'-0" - 222'-0" ]0005162 54 9000 SW DURHAM RD. I T 1 �� 1 @ 16"o.c. TIGARD, OR. 97224 3. 7 INDICATES APPROXIMATE EXTENT OF BRICK VENEER, 11:0005]62 54 . 1]1 j I I V/i/1 REFER TO ARCHITECTURAL DRAWINGS (111.1 800 162-54 @ 16"o.c. I 1 @ 16"o.c.TYP. 111 { 1 I JOB NO: 16992.00 4. INDICATES APPROXIMATE EXTENT OF METAL PANEL (. I 1 10005200 68 I i I 10005162 54 I Li 1 I ISSUE DATE: June 19,2018 I CLADDING, REFER TO ARCHITECTURAL DRAWINGS € l @ 16'b.c. a @ 16"o.c. 11 iO I 5. 1 INDICATES PUNCHED OPENING IN EXTERIOR WALL, 1 ,� 1 I II 1 ._ Jurisdiction Stamp Area REFER TO 2/S7.01 AND 3/S7.01 I IN. 1 11 I - - - ` 1 I 0 UPPER LEVEL - - UPPER LEVEL II I1 - d A 6. V.J. INDICATES VERTICAL JOINT IN WALL. REFER TO 13/57.03siiiUPPER LEVELF o _ UPPER LEVEL40_ - _ 1 208'-0" 208'-0" 208'-0" - ` 208' 0" QID UPPER LEVEL I i UPPER LEVEL _,11 - - 1 I \\ I I s - 208'-0" III__ e f 208' 0" I 111 II Ili I - - - - �11 < $ KEYED NOTES: 1 \\ I 1 57.02 1 \\ I I 111 8 1 OTHE STEEL NETWORK 600MW-48 @ 16"o.c.ANCHOR BASE OF I 1I e STUD TO THICKENED SLAB EDGE WITH 3/$"0 GR 55 ADHESIVE I I �� I I III I 57.02 I ANCHOR WITH 4 1/2' EMBED. I III \\ 111 III I I 1 I A PROVIDE (2) 600S200-97 AT JAMB AND REFER TO 2/57.04 FOR I I \\ 1 111 I 1 © CONNECTION OF SUNSHADE KNIFEPLATE TO STRUCTURE. I 1,1 I MAIN FLOOR I MAIN FLOOR /0 1941N'-OLOOR I \\I I 1I1 MAIN 194'-0Riio_ I 194'-0" 194'-0" � © S.MTS.NN EACH MEMBER RTRACK TO STUD W/TSN STIFFCLIP AL600 W/ (3) #12 ©� itio MAIN FLOOR - III I MAIN19LOOR ._ EXTERIOR w ELEVATIONS a 57.01 u7 (4CO O (7 co1 2 EXTERIOR ELEVATION - SOUTH AT GRID C6.8 EXTERIOR ELEVATION SOUTH NEAR GRID CC EXTERIOR ELEVATION - EAST AT GRID C7 cc53 . 14 N op 1/8"- 1'-0" 1/8"= 1'-0" 1/8"= 1'-0" 11l i. 0 bassetti 6 architects 37.01 1 Y T.O.STEEL CLASSROOM --la _ 1 -_ T.O.STEEL CLASSROOM 721 NW 9TH Ave, Suite 350 222'-O'' 222'-0" - - - ►i Portland, Oregon 97209 6005162-54 I 1 T (206) 340 9500 F (206) 340 9519 @ 16"o.c.TYP. I i 1 ' V.J. 1�1 I I i ® I CIVIL ENGINEER & LANDSCAPE I I }' !I 600S162-54 ) .� I I i @ 16"o.c. TYP. - 57 01 I I 1 Cardno 6720 SW Macadam Ave Suite 200, .44 UPPER LEVEL ►� 1 r UPPER LEVEL UPPER LEVEL .. . .. . .. UPPER LEVEL Portland, OR 97219 -------y-.,.. I T(5D3)-419-2504 208' 0" If 1 208'--0" 208'-0" ; is i 7 - 208' 0" J -I 600S� ��� Lt7 ._.. orf Vim..' - - - �- _ F__ J I @ 16"o.c.TYP. STRUCTURAL ENGINEER I I 6 Catena Engineers I I 9 1 s L s 1500 NE Irving St., Suite 412 II37.05 ) I ) k Portland, OR 97232 I I 57.02 I { T(503)4674980 Ii I I .. MECHANICAL ELECTRICAL & MAIN FLOOR EiL:1_ MAIN FLOOR_I$0_ ailt MAIN FLOOR / /// / I ��_, MAIN FLOOR PLUMBING ENGINEER 194'-0" 194' 194'-0" 194'-0" ©) 900900 SWSW Fi40_ fth Ave..Suite 1600 Portland, OR 97204 57.01 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACUSC AV EXTERIOR ELEVATION EXTERIOR ELEVATION ThOGreenbusch G oupULTANT 1 f8"= 1' 0" /8"= 1'-0" 1900 W. Nickerson St., Suite 201 Seattle: WA 98119 T 206-378-0569 1,_ COST CONSULTANT Construction Focus 740 Almaden St GI fill Eugene,OR 97402 T 541-686-2031 S,csuCTUR \\ I1 6005162-54 6005162-54 5' (op ��a ` @ 16'o.c. TYP. ,©) @ 16"o.c.TYP. k) 44 1 57.05 7.05 ;`e f 1 44 UPPER LEVEL r a UPPERVEUPPER LEVEL UPPER208'V ►RE 0 08' O ,te080" 00" rirlririPli o vs RCN 0,?.��t ‘';'•s19N M. T1ifl�`e- 018.08.20 I- 112020 • I /; }//. _0_ MAIN FLOOR MAIN FLOOR • MAIN FLOOR l' __ MAIN FLOOR _ilo_ 194'-0" 194'-0" $ 194'-0" 194'-0" aifik 3 57.01 ) S7.01 EXTERIOR ELEVATION EXTERIOR ELEVATION 1 6 1/8"= 1'-0" 1/8"= 1'-0" 0 0 6005162-54 8600S162-54 @ 16"o.c.TYP. S7.04 ) @ 16"o.c. TYP. -1 8 ~ �7�)_O_ UPPER LEVEL UPPER LEVEL• UPPER LEVEL UPPER LEVEL 2 REVISION _ 8/21/18 _4_ 208'-0" — - 208'-0" Y 208'-0" F . �� 208' 0" 1 REVISION 8108118 40 O. L \ REVISIONS DATE F. , t. ,, _MAIN FLOOR ,/ 1 MAIN_FLOOR •MAIN FLOOR 1 MAIN FLOOR 194'-0" I 194'0" 194' 0" 194'-0" 57.01 ) S7.01 ) EXTERIOR ELEVATION0 EXTERIOR ELEVATION - TIGARD TUALATIN SD TIGARD HIGH SCHOOL ID 4111 I 9000 SW DURHAM RD TIGARD, OR. 97224 6005162-54 6003162-54 gh JOB NO: 16992.00 @ 16"o.c.TYP. Sa) @ 16"o.c. TYP. 57.05 ISSUE DATE: June 19, 2018 I Jurisdiction Stamp Area 0 UPPER LEVEL UPPER LEVEL S_ . UPPER LEVEL UPPER LEVEL 4 208'-0" 208'-0" 208'-0" 208'-0" 11 /l II II II II f I . . Ir j. i / MAIN FLOOR /,1',/ 1 MAIN FLOOR fl-Mi. 0 AIN FLOOR / MAIN FLOOR SL. 194'-0" 194'-0" 194'-0" - 194'-0" "11, EXTERIOR 3 2 S7.01 $7.01 ) ELEVATIONS N Chi CONI- 66 EXTERIOR ELEVATION EXTERIOR ELEVATION NN 8 ,� 1/8"= 1'-0' 41/8"= 1'-0" , CO 2 • XS4 ---_5_, S 10 bassett? architects 2 I I I �_� S6.06 TYP. AT I NEW 58"x32"MAX. PENETRATION. ALIGN (E) OPENING TYP., U.O.N. .—, 1 ROOF TOP OF PENETRATION IMMEDIATELY 1 FIELD VERIFY LOCATION �� BELOW AN (E) HORIZONTAL BOND 721 NW 9TH Ave, Suite 350 I T I �� BEAM. REF. 7/S5.02 Portland, Oregon 97209 I I I I I T (206) 340 9500 F (206) 340 9519 P I -- I I �� I /moi I I 16"MIN. I I ! I �k I I I _ I1' I I =___ -� CIVIL ENGINEER & LANDSCAPE a I T rI - - I - ""' -1--2" I - I - T - T.O.STEEL CLASSROOM22'- SL Cardno S6.06 • I 6720 SW Macadam Ave Suite 200, I Portland,OR 97219 _ I - ) _f �J ) _.__/ a ' _-1- `'I ' '-ow 'w ' I .1..- ) __ -J_ )�_ -J I I - 1 ._.,- �._ )\._._./ '� &_../- T(503)-419-2500 46 T.O.HSS :X3X 1/4 FLAT I HSS 10X3X 1/4 FLAT I I-I;f3- iX3X 1/4 FLAT I : : I HSS 10X3X 1/4 FLAT I HSS 10X3X 1/4 FLAT 1 HSS 1 U,. X 1/4 PLAT- I HSS 10X3X 1/4 FLA1 I EL.216'-8" I I I I I III I I I STRUCTURAL ENGINEER IL I I I 1 I I I I oPP. Catena Engineers Catena NE Irving St.,Suite 412 I _ I -_.-__ I I I I -_ 11 I S6.06 Portland, OR 97232 ---- ----- -__ - - I T 503 -467980 I ( ) S6 06 1 - _ - I I I I I i _ I — I _ _ _ I UPPER LEVEL MECHANICAL ELECTRICAL & - � T r _ T— - - - I I I --1 �_� I I 208'-a' T.O.HSS I 1 I-i331GX3X1/4 FLAT I 1.1SS10X3X1/4 FLAT I1 I-133rrZX3X1/4 FLAT I HSS10X13X1/4 FLAT I HSS10X3X1t4FtAf II HSSIOX$X1/4 LAT I - : - • • I *1SS10X3X1/4 FLAT �� PLUMBING ENGINEER EL. 204'-8" i Glumac LEi I / I7 1 I fi! I ^/ / / I 900 SW Fifth Ave.,Suite 1600 4) VIF) Vij:i I I x I I � I .S' • p(./ 1 I ak Portland, r I 56.06 T(503)-227-5280 I4. 1 I I % I " <�, 5� I ,31 I , 11 I 1 / / ///, / 1 I 1 I FOOD SERVICE CONSULTANT / ` IWebb Foodservice Design I / / I / I AI , / / / 1 / I _MAIN FLOOR 3700 SE Lafayette Ct. , I I �.���1 iii T 194'-0"Ai;1- PortlandT(503)-236-8566,O 02 i� A 17-!//7/: TYP, ACOUSTIC & AV CONSULTANT 4 The Greenbusch Group 56.06 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 0 ( E) GYM - SOUTH ELEVATION T206-378-0569 1I8"= 1'-0" COST CONSULTANT Construction Focus 740 Almaden St. Eugene,OR 97402 T 541-686-2031 ilD 0 ,_zD Es_i_, S7 IS7. S8 A .0wCT, qsZi q 4 ,�e! r*ry 56.14 r Lr i. . r SIM. s a 9 ©� SIM. I S6.14 TYP. AT �- I 1 I + 'E ,0 S6.14 9 LOW OWJ 4 8 �� 8 6 ✓i %CH OW 0? T.O.STEEL © T.O.STEEL ©r T.O.STEEL T.O.STEEL BETWEEN I, , 56.14 T.O.STEEL S6.14 T.O.STEEL 56.14 ` f QS EL:217'-8 1/4"-IF �S6.i4 EL: 216' 11" 56.14 T.O.STEEL 56.14 EL:216'-11" EL: 216'-11" COLUMNS S6.14 �6 1y T.O.STEEL EL:21T 2 l,2" EL:216` 11" T.C.STEEL 2018.08.20 EL:216' 11" EL: 216'-11' EL.2r7 8 1/4 1 / EXPIRES:06/30/2020 I I / 7 .._ [- / , I T.O.STEEL �- - I, � EL: 216'-1' T.0 STEEL I .. �,. , T.O.STEEL1 NEL:214-63/4" .0 t lir T1 1 1 T.O.STEELkk_ EL: 214'-41/2" , ,< - „ „ „ „ „ „ „ I i - I - EL:213--3" I �� , 1 .'1 - - I W21X44W12X14 W21X44I CI T.O.STEEL �} METAL ROOF DECK (--- - - --1-' — It i W21X44 ,EL: 216'-6 1/2' REF. PLAN TYP. I I T.O.STEEL I� I W16X40 EL: 216'-0" 56.08 T.O.STEELjk T.O.STEEL EL:208'-4" \ EL:208'-8" W16X40 4UPPERLEVEL ,. — - .' pa. + -__ PE_ _ _ — _ UP R LEVEL 208'-0" FI I 208'-0" T.O.STEEL �� COLUMN TYP. T.O.STEEL REF- PLAN EL:207'-6 1/4" I EL: 208'-0 3/4" I I I I I I 410 AUX GYM SOUTH FRAMING ELEVATION - 1/4"= 1'-0" -- 1 REVISION 8108118 /t REVISIONS DATE TIGARD TUALATIN SD TIGARD GO * 11110 GI CO CI HIGH T 12'_81/2" 12'-81/2" / SCHOOL T.O.STEEL CLASSROOM I I I _ I _ _ I I T.O.STEEL CLASSROOM f!!k 222' 0" - - 222' 0" - - pr 9000 5W DURHAM RD. TIGARD,OR.97224 1L2134:112c" ‘144111kiirir-1111r lirr 4 Illr lir �.... JOB N0: 16992.00 ISSUE DATE: June 19, 2018 40"0 MECHANICAL DUCT, COORDINATE OWJ Jurisdiction Stamp Area iUPPER LEVEL PANEL POINTS TO ALLOW DUCTS TO PASS _ I _ _ _ I UPPER LEVEL 208'-0" 208'-0" i GYM JOIST ELEVATION - 1,8 - , -0FRAMING UJ ELEVATIONS N U CD co co Ts 2 N N N fti S3 .21 co CL S40 S6 0 S8 S9 IS9.21 bassett! architects SHEET NOTES: 721 NW 9TH Ave, Suite 350 I I I 1. TOP AND BOTTOM TRACKS SHALL Portland, Oregon 97209 MATCH STUD THICKNESS AND SHALL BE 0 T (206) 340 9500 F (206) 340 9519 T.O.STEEL CLASSROOM _ _ _ — _ SCAFCO J-TRACK WITH 2 1/4" LONG 222'-0" SCAFCO 60015 43H NESTED FLANGE AND 1"SHORT FLANGE, U.O.N. 4111111 TYP W/400S162-54 @ 24"o.c. FASTEN STUD FLANGES TO TRACK FLANGES WITH (1) #10SMS EACH SIDE CIVIL ENGINEER & LANDSCAPE + I I 57.03 I I I I U.O.N. Cardno 2. REFER TO SHEET 57.01 FOR TYPICAL 6720 SW Macadam Ave Suite 200, _ Portland, OR 97219 •�`-'�`-"-'mr-� n�nn,-„ ��- ��� - - ��� COLD FORMED STEEL DETAILS. T(503)-419 2500 �M�e�w mr mmm~mr~ r r, ,rZ nnr�n �rc I I I I _ � I I s Y �-- ,- STRUCTURAL ENGINEER Catena Engineers �,n�r 1500 NE Irving St., Suite 412 �r,,n n r I I r�'�^�"��n 4II Portland, OR 97232 �� ^� "l I I I I I T(503)-467-4980 MECHANICAL ELECTRICAL & 0 UPPER LEVEL !-`- - `-' 208' o" — - — — — — — — — — — — — 4 PLUMBING ENGINEER 1 Glumac t I 1 -I I 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 - - T(503)-227-5280 it\\\ 01+1111 110-1( 111+4 FOOD SERVICE CONSULTANT 111\— 11. 'rnifSCAFCO 60015 43H NESTED Webb Foodservice Design ' \IN\ I I I W/ 400S162-54 @ 24"o.c. I 3700 S E Lafayette Ct. • SCAFCO 600IS-43H SCAFCO 60015 43H SCAFCO 600IS-43H SCAFCO 60015-43H • Portland, OR 97202 j @ 24"o.c. @ 24"o.c. @ 24"o.c. @ 24"o.c. I ©TYP. T(503)-236-8566 ACOUSTIC & AV CONSULTANT I I l 57.01 )1111' I I I I The Greenbusch Group W — I Nickerson St., Suite 201 _. MAIN FLOOR Seattle,WA98119. . - . - _ . -. - _ e 194'-0" i _ L_1 206-378-0569 I I II 1 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 <Ft3CTVA . 411 METAL STUD WALL ELEVATION NEAR GRID SA 5 . PR: Fl i, 3/16' = 1'-0" r�S, o, - 0 e r 0'E 0 '.s k'iRCH 9,2` .N M. T,'► /� 2018.08.20 51t\ EXPIRES;08/30/2020 PROVIDE CONTINUOUS TRACK W/ FLANGES CLIPPED OFF AT INTERSECTING WALL. FASTEN TRACK ' WEB TO INTERSECTING WALL W/ (4) #12 SMS / C2 GI ' • SCAFCO 6001S-43H s s ®TYP. I NESTED W/ 4005162-54 @ 24''o.c. S7.03 ANCHOR BASE TO - HSS WI TSN STIFFCLIP I 3-- SCAFCO 6001S-43H - S6.16 NESTED W/ 4005162-54 @ 24"o.c. _Of 1. 208'E OLEVEL • `i _. —� — _— � — _ —_ — —_ UPPER 208'V O cryi, UPPER LEVEL UPPER LEVEL 208' 0" -- — — --. — _UPPER L 208' — \ ASCAFCO 60015-43H \ SCAFCO \ 7 SCAFCO .14 — @ 24"o.c. 60015 43H / 60015 43H NESTED W/ / NESTED W/ 711 SCAFCO 60015-43H WF BEAM IN 4005162-54 SCAFCO 60015-43H 4005162 54 NESTED W/ 400S162-54 @ 24"o.c. @ 24"o.c. NESTED W/ @ 24"o.c. FOREGROUND 4005162-54 @ 24"o.c. I I / I AIN FLOOR MAIN FLOOR _IS MAIN FLOOR t: MAIN FLOOR I /08/18 400. S_M 194'-0" I 194'-0" 4194 -0' - 194' 0" /4\t REVISIONS DATE 9 6.08 METAL STUD WALL ELEVATION NEAR GRID SA METAL STUD WALL ELEVATION NEAR GRID S9 .2 4 3/16'= 1'-0" 3/16"= 1'-0" TIGARD TUALATIN SD TIGARD ) / PROVIDE CONTINUOUS TRACK W/ H I G H SA FLANGES CLIPPED OFF AT INTERSECTING WALL. FASTEN TRACK WEB TO C INTERSECTING WALL W/ (4) #12 SMS SCHOOL S6.16 — SCAFCO 600IS-43H - @ 24"o.c. ANCHOR i BASE TO WF W/TSN 9000 SW DURHAM RD. ril . STIFFCLIP TIGARD, OR. 97224 al) UPPER LEVEL UPPER LEVEL lii ,_ 208 -0" .-_. 208' 0" JOB N0: 16992.00 SCAFCO ISSUE DATE: June 19,2018 60015-43H Jurisdiction Stamp Area @ 24"o.c. \ illw6111L\- SCAFCO 6001 S-43H SCAFCO @ 24"o.c' I 60015-43H @ 24"o.c. _M MAIN FLOOR - f MAIN FLOOR SI 194'-0" — 194'-0' FRAMING F-- ELEVATIONS o c*� CO I- -4- 6-i 0o C T C CV /NMI METAL STUD WALL ELEVATION NEAR GRID C2 c 1 LU co 3/16"= 1'-0" 0 .-� D\ -- \ - - - - - j - D , - - A- a / ..)II2bassetil S6.51 o, fib,- r r ®( 194.17' J ., architects I I I I - C W12X14 / , SA - H - n -- 1 - - --- , fE , - , ( I I • 0 0) L - - - J L - - J , ( 193.00' ) / 721 NW 9TH Ave, Suite 350 f Portland, Oregon 97209 aT (206) 340 9500 F (206) 340 9519 CV CIVIL ENGINEER & LANDSCAPE o / I Cardno bS� SAO ��� / 6720 SW Macadam Ave Suite 200. �Qo V e . b © Portland, OR 97219 rVI TYP. 3 / / STRUCTURAL ENGINEER 01-- - ' I O L - J L - ___I O s6.01 / Catena Engineers ( 192.50' ) ( 192.50' ) ( 192.50' ) A 0 --- W12X14 r rt 1500 NE ]ruing St., Suite 412 I / Portland, OR 97232 / NOTE: 3' 9" $' 9" 12' 6" L - J O T(503)-467-4980 REF. TO S2.11 FOR / ( 193.00' ) j MECHANICAL ELECTRICAL & ADDITIONAL INFORMATION 25'-0" �' -� / PLUMBING ENGINEER A. / Glumac 7 900 SW Fifth Ave., Suite 1600 4 Portland, OR 97204 0 PARTIAL PLAN - CANOPY 2 FOUNDATION PLAN Typ 56.51 Q T(503) 2275280 1/4"= 1'-0" 9 D X A FOOD SERVICE CONSULTANT ..........--.....\ ,�(a� W12X14 l ® X`_ Webb Foodservice Design S6.15 A X CMU INFILL AT 3700 SE Lafayette Ct. ( .1_11) (E) OPENING. Portland, OR 97202 1' -3"TO CL T.O.STEEL (HSS} / L DRAG PLX REF. 3/55.51 T(503)-236-8566 4T.O.STEEL (w]o) $ C E 1- , - -- - / __ X EL: 207'-0" - - - - EL: 20b' 8 1/4" HSS12X12X3/8 XX ACOUSTIC & AV CONSULTANT SAND The Greenbusch Group DRAG PL oCV j�� (E) CONCRETE I 1900 W Nickerson St.. Suite 201 WALL I:. I Seattle,WA 98119 I A `' I T 206-378-0569 4 I W 10x22 I w 10X22 10 COST CONSULTANT x T.O.STEEL �("„ W 12X14 © S6.03 s s,- Construction Focus CV X TYP. I 740 Almaden St. �_ EL: 206' 7 1/2" x o 3 A I�o 8'x8' MAX. OPENING IN (E) WALL. Eugene,OR 97402 s REF. 7/55.02 AND ARCH. T 541-686-2031 I 1111 ' 4" CONCRETE SLAB ©TYP. T.O.STEEL ON GRADE W/ #4 @ 56.1 1 EL:206' S 3/4" A 10"o.c. EACH WAY �u C4tTUR �F Y s AT MID-DEPTH ' S� PI�t 'q W10X22 ,.� Wi0X22 �,_,� 3" 18GA. TYPE N O PO ` �e� J0 ,_. NON-COMPOSITE b-E�' ��!'` ��� METAL ROOF DECK , • �� V -- , W12X14 N 1 (---7_ _ ..01 ^ 0• r�N T.O.STEEL 4 1 N \ I I ` I , . • d ��RCH 90 A EL: 206'-5 3/4" 56.02 T.O. STEEL„4,_ = [ 193.00' ) 9s�N • T.O. STEEL � -- 2018.08.20 EL: 206'-0" EL: 206'-3 1/2" • PARTIAL PLAN - CANOPY 2 FRAMING PLAN TYP. A TYP. Jr,� S6.1 01 TYP EXPIRES:06/30/2020 • (E) CONCRETE WALL M GI A - W12X14 'CXXXXXXXXXXXXX.XXXXXXXXXX 0, - 1EXTERIOR STUD WALL. .i . REF. 5/54.01 FOR ELEVATION ll , - - - - - - 0 __ �- _ i. A 0. 1 I! 24GA. 9/16" TYP. (2) 6005162 54 TOE-TO-TOE CENTERED SHALLOW VERCOR 55.0} DECK W/ 1" FIBER ON WALL ABOVE. FASTEN TO DOUBLEimi, CEMENT BOARD r STUD W/ (2) SIMPSON L50 CLIPS AT _ 1 .• a W12X14 .ter, TOPPING, TYP. EACH END, TYP. ` �• Pr DOUBLE STUD .s 11 a /A I AT END OF BOX \\ BEAM, TYP. 600S162 54 FLOOR \ JOISTS @ 16"o.c. Pd - -11 S /� # b(19. 4 REVISION 8121118 /� 3 REVISION 8108118 12 / r 2 REVISION 7111118 I < S7.03 METAL STUD HEADER, - W114 ��XX Q / 1 PEAN CHECK 8121118 i X J I 1 93.00' ) 1 /////,� 600S162-54 FLOOR I SIM. REF. 1/57.01 /t 0 .II, \ REVISIONS DATE JOISTS @ 16"o.c. L - J TYP, r T , SHIPS LADDER �' I I BY OTHERS METAL STUD BEARING He.._LJ WALL W/3b25162-54 STUDS @ 16"o.c. 12' - 8" 12'-$" 410 4{111 (111 11110 PARTIAL PLAN - ELECTRICAL PLATFORM FRAMING ' - ° 1/4"= 1'-0" PARTIAL PLAN - CANOPY FRAMING PLAN ill PARTIAL PLAN - CANOPY FOUNDATION PLAN S4 1/4' = 1' 0" 1/4"= 1'-0" 0 54 TIGARD TUALATIN SD T - TIGARD C.':2 9 SOGI < 57.56 O SC� lHIGH I I �S�� PLAN NOTES: 9 A • SCHOOL 3 2x8 HEADER W TYP. AT ) / 1. REFER TO ARCH ( BASE 56.12 DRAWINGS FOR ALL - METAL STUD SHEAR WALL SIMPSON HUC26-3 3/4" PLYWOOD, SPANNING T.O.(E) CONC. EL. DIMENSIONS. W/6005162 43 WALL STUDS. J EACH END - r - - -' - - 186' 2 1/2" (V.I F.I 9000 SW DURHAM RD. PERPENDICULAR TO JOISTS: 1 I 2. ANCHOR 2x6 P.T. SILL W/8d @ 6"o - .c. AT PANEL PLATE W/ 5/S" DIA. REF. 1/57.04,TYP. _ EDGES AND 8d @ 12"o.c. PROVIDE DOUBLE TIGARD, OR. 97224 2x8 @ 2¢"o.C. AT INTERMEDIATE MEMBERS O SIMPSON HD SCREW STUDS ALIGNED W/ ANCHORS @ 4'-0"o.c. 0 EXTERIOR LADDER JOB UE DATE: June 169 20118 8 I I 10 MAX. AND 12"MAX. ATTACHMENT POINTS - METAL STUD SHEAR FROM WALL ENDS. �__ WALL W/6005162-54 57.56 I I S7_5 J 600S 162-43 ROOF REF. S AND 6/57.51 JOISTS @ 24"o.c. WALL STUDS. REFER Jurisdiction Stamp Area r 1 1 (3) 2x6 STUDS (E) 6"SLAB /1 1� TO 1/57.04, TYP. ALIGNED W/ ON GRADE , `( � 1F SA it- L - - - - - - Jam_ EACH END OF 3 TYP7.0� - - MUA 03 MECHANICAL HEADER ABOVE \ 1 I B.O.PLY UNIT; 800 LBS MAX. EL: 197'-4" I ALIGN UNIT CURBS W/ INDICATES WOOD I JOISTS AND ADD 2x8 STUD SHEAR WALL W/ IBLOCKING AS REQ'D. 1 .c. 1IIP � is - - J - - - U.O.N. REFER TO 24GA. 9/16"SHALLOW 9 )111' 1 SCHEDULE ON 1/57.51 VERCOR ROOF DECK • 57.56 AND DETAIL 11/S7.51 ACCESSADDER BY /7 TYP. AT ( 12 ) 24GA. 9/1 b"SHALLOW - ACCESS LADDER BY OTHERS / / VERCOR ROOF DECK OTHERS J ROOF 57.03 PARTIAL PLANS • Y r CL co Nt SM - • 600S162-43 ROOF W JOISTS @ 24"o.C. • ELECTRICAL PLATFORM - ELECTRICAL - - V J ~ T C PLATFORM PARTIAL PLANIDF ROOM - ct PLATFORM LEVEL - ALT. 10 AUTO SHOP FLOOR - ALT. 10 TEMPORARY ROOF FRAMING PLAN P - w S4 . 01 (9) 8 ' 4 ARTIAL PLAN STAIR TOWER ROOF 1/4"= 1'-0" 1/4, = 1 -0" 4110 1/4,= 1,-0.. - - CONCRETE SLAB-ON- - SLAB REINFORCING 90° HOOK W/24D GRADE, REF. PLAN d _ d _, m _ - a - • , d - d.• .. ', • M .. PLAN EXTENSION,TYP. - 4 _ bassett, a4Q LENGTH 'L' / i VAPOR BARRIER, REF. ARCH. ` .. � . architectsi•` I - . .-_ -4;.. ...; .. , ._ ,_ * y g - . _ • - p , •°I ,- n ;° .. •: , 11 ••. `J W - a• a' - - a- - ♦. • d •- ,a -. a- •.-4ti: ���1Vjt 4=L 7. rsr •.-1• L'�R.. '^• ::r _ - a _ a •° a OUTLINE OF BLOCKOUT •1��� ��+ +1� + +l+lri �•!` `�• + � / \ 721 NW 9TH Ave, Suite 350 " 4 ° ° °~ • a : . 4 d ' £ / i� +1111 �a�a�a�a�a..i�. ..i�.i.•ii�a�a�•i�. z \ FOR ISOLATION JOINT; • • • • s • AP iL c• as '!�! `!`! '!'!.!•P!,•' �0'! STUD WALL & SHEATHING, REF. PLAN GRAD PT PLATE W/ !___,‘ I RCMU EF. ARCH. A.B.'s, REF. PLAN I bass \\ 1 NOTCH IN SLAB EDGE, �_ WOOD FRAMED LAP,TYP. I I REF. ARCH. AND PLAN BEARING WALL architects BLOCKOUT S.O.G. REINF, ELEVATOR PIT WALL ---AV--- REF. PLAN 1 I I FINISH GRADE SLAB REINFORCING, WHERE OCCURS. COLUMN \ f S.O.G.�,� I I T.O. REF. PLAN (E) SLAB ON CONTINUE WALL I SLAB-ON-GRADE - I �11 L111_11i-1f1 EL: REF. PLAN GRADE TYP.I I I I 4 ._ Y .I I I-111„111 111.7 I REINFORCING THRU ” PLINTH .--I T.O. SLAB - / 1 $' 1 L.: REF. PLAN \ I d- _ . . . .' :'. ='.::'i1' •�t►°��. . Y4 " . 721 NW 9TH Ave, Suite 350 --- e " 1 i / \ Portland, Oregon 97209 •= \\i\i\\/\�''-' \ %�/i��/i��//�. ! MIN. / /. .•:Y d.. -.:�e a '° _ ::•_:'...i.'4::::. . ._4`. • y:/ T (206) 340 9500 F (206) 340 9519 if, EQ I EQ tu d 1 1 ../ /✓ f�f �`�� , ..0.��'` • • �� � 2L /_ #4TYP �i ,-i .�4�=.�..`-..� z r 40 • AND SPACING OF TYP, 1 • r Y d •i U 1 T.O. PLINTH >ff�.. " •�+ �, d•' _v�iw* , = -miaow; T.O. FTG. I d• + \ \ r REINF. �� ENGINEER & LANDSCAPE EL.: REF. PLAN f. _... G miaow O�•� - ,a 1 ,; - . Ca dno _ - 6720 SW Macadam Ave Suite 200 w t • w TYP. �'• ;•- .. • \ - _ -• • ' • " .• - ____CL COLUMN ' , •_:4 - U U • LONG. REINF. DRILL AND EPDXY BAR AT Portland. OR 97219 "�-Z-7 "--,- a'6�1 - • • _ _ • -- . • _ - - •d• • ABOVE : _ - e0 ti T(503)-419 2500 _ BASE PL, REF. 1/56.01 -._o - a ONE END. ALTERNATE ENDS WIDTH 'W' "'I .t : `-� �� , , .; ...-• a • _ \ TRANSVERSE REINF. STRUCTURAL ENGINEER • 'd (3) #4 HOOPS @ 2"o,c. \ as CONCRETE PLINTH • REFER TO 4/S5.01 AND � '" REINF- NOTE: Catena Engineers A . A GEOTECHNICAL REPORT FOR WIDTH 'W', THICKNESS 'T', AND FOOTING REINFORCING, 1500 NE Irving St. Suite 412 Z (4) #8 VERTICAL .• + FOR SUBGRADE WIDTH, REF. SCHEDULE REFER TO STRIP FOOTING SCHEDULE. Portland. OR 97232 II PREPARATION. / ALTERNATE HOOKS T(503)-467-4980 LU MECHANICAL ELECTRICAL & #4 HOOPS @ 6"o.c. ;`` - s" NOTE: PLUMBING ENGINEER .; I. COORDINATE SHEAR WALL INSPECTION REQUIREMENTS.IREMENT$, STRIP FOOTING INTERIOR WOOD WALL Glumac U� ¢ HOOKED DOWELS TO • �•° •'a•: .o-`-.` �-' . PLAN AT A-A MATCH VERTICAL PLINTH • FOOTING 2. REFER TO PLAN AND DETAILS 2&4/S7.51 FOR SHEAR WALL 900 SW FifthAve.,Suite 1600 REINF. a -�-• : HOLDOWNS CAST WITHIN CONCRETE STEM WALL. N.T.S. OR q _ Portland. 97204 . a ‘ 4 Q T(503)-227-5280 • . 3. CENTER FOOTING BELOW STUD WALL. T.O._S FOOTING .�-• FOOD SERVICE CONSULTANT `'a a♦ '"_ - °` ' _ y. - 4. REF. SCHEDULE 4/S5.01 FOR STRIP FOOTING INFORMATION - ] EXTERIOR FOOTING AND T CONTINUOUS Webb Foodservice Design ,•ar ."• .••._ __d w _ ,_ a �' w - -+. �= •. 4. - ,- - - PROVIDE SLEEVE TO �•-• - - _-•., -y "" d - • - • _ *- a' - -- O ING STEM WALL STRIP FOOTING 3700 SE Lafayette Ct. MAINTAIN 3/8"CLEAR Portland, OR 97202 -•-•4- -- - :; - ' _ _ - • .• ' . - 4 A AROUND PIPES T 503 236-85667 d ' . •• .s -:• N.T.S. ( ) -, A :dam 4� _ : _ r WHERE HSS OCCURS, INTERUPT SILL PLATE. - . ` ` a _ • - --_ 7 --•=11:: . • . • • . • / -' _ ACOUSTIC 8� AV CONSULTANT A:_ ••• - -. - Group:+ INTERIOR WOOD STUD I AND 2/S5.06 FOR HSS BASEPLATE U " 1900 W. Nickerson St..Suite 201 _ • Seattle,WA 98119 s :- .• t. �� ;4 � .. _ : WALLS, REF. PLAN - •d• ,a ,a. •aj . r : e: ` .d,: r. •:.'. .. .. • w d .+ .♦ _. � .. _ _ 4B.O. OOTING - .. - _ .. - - • _4 ♦ _ _ - . - ;_ ••- - - n .�_ - .•, - d _" .. - -- •' - - = - - - .a 'I� SHEAR WALL SHEATHINGB � , d�- � "; •: • •��� _ - -_a`- - • a _ - -p _-;. :�� � - - d� � -' ` ••-� ;= T 206-378-0569 k WHERE OCCURS, REF. \/\�/\�/ \� \ •a =d., . . jam/ f�J�/ �/ �/ �- " \ / /\ \/\ -..";1 _- _ - -- -.- -;-'.-• '.' _ -•a-_ ' - j\ / / / / / i / / : /iYi�i��i� COST CONSULTANT �\ \ \ \ , INTERIOR WOOD STUD PLAN / /\ / / /\� �\��\%/�/ WALLS. REF. PLAN �� I - .r 4 • -:• : __ -• '\\ SLAB ON GRADE • - _ Construction FOCUS REF. PLAN -',.:74-..:'.:-,:-'1:';:- . • : ° ' a -4. ----;::...:::...-1",:i _ -:. : T.O. CONC. v _ .• - d . .: -- _ E7ug0ene, Almaden 7 1 f • -: Eugene,OR 97402 3 PLINTH DETAIL : . -.+ -. EL: REF. PLAN - _ a ;4 f -_- ,►;` -. - T 541-686-2031 8 N.T.S. I �� - I L - s •d. a':_ •. ; LEAN CONCRETE ,��3 c ruR • �` A ', �i �i 'iii �i�iii�imoi: 5 PRS, <q� TOP REINF- WHERE 6" CONC. STEM WALL ,, /4/ /\ // /\*///,\ 9„ Ne' + Yr - - - W/ #5 @ 12"o,c. \�\\\/�00_ . /.\\� l� je �! `19 OCCURS EACH WAY T.O. FOOTING TYP. Q• . AP . / EL: REF. PLAN WALL l�� �` "- TRANSVERSE BOTTOM FOOTING TOP 7 OR e-11411 - - a • - —',17.7.2.::,:..:;.... .'— •- cii co' T r J•= 7:7;7 a - '+ REINF. REINFORCINGI {� Z ..a LONGITUDINAL BOTTOM -. a°_ '- - = '`'04, U REINF. . ,4 2018.08.20 - a - . d" EXPIRES: 6/30/2020 -N°_ FOOTING BOTTOM , . a_ �• •- �• - . '- -'- -- •n B.O. FOOTING ilio_ REFER TO 4/S5.01 AND REINFORCING iL WIDTH 'W' GEOTECHNICAL REPORT FOR SUBGRADE PREPARTION. Y NOTE: REF.SCHEDULE 4/S5.01 FOR ADDITIONAL INFORMATION. 0 INTERIOR STRIP FOOTING //>,,,,,;,/, / N.T.S. SECTION A-A NOTE: WHERE PIPES ARE CLOSER THAN 4" BELOW UNDERSIDE OF FOOTING, REF. 3/S5.03 +GRID PIPES* RUNNING PERPENDICULAR TO FOOTING EXTERIOR WOOD STUD SHEAR WALL SHEATHING * APPLICABLE TO ELECTRICAL CONDUITS LARGER THAN 3" O. WALLS, REF. PLAN WHERE OCCURS, REF. PLAN —N- #4 @ 12"o.c. HORIZ- ONE DRILL AND EPDXY BAR AT I 1 6 u END. ALTERNATE END #4 S x J @ 12"o.c. / BACKFILL TRENCH MIN. 4 T.O. CURB ----__ _.--// ___------__IL - . -4 -. . ...I.L SLAB ON GRADE EL. REF. ARCH, EXTERIOR FINISHED . • + - ,: ' _• INFILL. REF. PLAN GRADE, REF- CIVIL � ii� i 1 - ' -'a •_ ' y. i�I—ISI—ISI—Iii-lil 1 11=111=111=11 E111= ' ; ;. . - . . _ 4- / \,\y�\j�\j�\\. \ -1111// MM A ''',_ .+ 1.Cr/ _ III-1 11=1 I I—I I I—I 11= 3 REVISION 8/08/18 {E} SLAB-ON-GRADE 4:: \/_ —III-131=111=III—II • :_ a_ =1 1-11[.= I I-1 I- -~ - 2 REVISION 7111/18 • .„„— e 11-1 l 1 '• - \ 1 BP2 ADD#2 - 4/18/18 TOP REINF. WHERE ♦ . IMI I 111- F .d•- - -• 8" _ �I I�I - -- I I-1 114 = z • OCCURS, REF. SCH. �, :III-III III-111-111= 4 " ' °' /4\t� REVISIONS DATE 4/S5.01 1"-- f �—I l l 1=111-111-111 / .-",: • . - `O I I I—I —III-1 I I=1 I f— 4" T.O. FOOTING / 1 �`%�%//....\.,....2.:\ ----: a. EL: REF. PLAN PIPE, REF. CIVIL \�\_ . te)"' _ 714.•� �' • CONT, FOOTING OR SLAB EDGE z U • • iv / 1 Ulz \_ - d-, d.� -, a- - d. w • a' _ •.. . ,.�y' BOTTOM OF TRENCH SHALL NOT BE LOWER THAN ."a = THIS LINE: VERIFY WITH GEOTECHNICAL /\/\i\r\�\/\�\i\ \ ENGINEER. je U \��\�\i\\\i\\ii�%.\\ia\%/�\/ LONGITUDINAL BOTTOM 3"C R. in q l REINF, , REF.SCH. 4/S5.01 PIPES* RUNNING PARALLEL TO FOOTING TYP. TRANSVERSE BOTTOM * APPLICABLE TO ELECTRICAL CONDUITS LARGER THAN 3"O. WIDTH "W" , REINF., REF. SCH. 4/S5.01 REFER TO SCHEDULE 4/55.01 0`-' EXTERIOR STRIP FOOTING PIPE/CONDUIT TRENCH AT FOOTING TIGARD TUALATIN SD N.T.S. N.T.S. TIGARD HIGH - FOOTING TOP CONTINUOUS • REINFORCING SCHXJL STRIP FOOTIN 9000 SW DURHAM RD. - a"• TIGARD. OR. 97224 s. a f a••_ - . . JOB NO: 16992.00 -da } -= d` e•: ISSUE DATE: June 19. 2018 - ar •' d s u� f a . . - •; . �: y . ¢ Jurisdiction Stamp Area S B.O. FOOTING - s. . d -•. a ♦ �� a1 •- q' • ••a a a d �. * • -• `• (4) #6 EQUALLY Y _ - _*- . . , o-` 1 z - - SPACED _ ��'. a ' �i 12" 12" ///<\\V,V- V��VVjV/V '.�, V(11 •V� FOOTING BOTTOM \ � K\\\/\\\\\\ \\/\`-••••' / ,/ 9„MIN. REINFORCING '\///\//•///\ TYP. PROVIDE SLEEVE TO MATCH FOOTING MAINTAIN 3/8"CLEAR BOTTOM TRANS. REINF. AROUND PIPES SIZE 8.SPACING CONCRETE a PIPES* WITHIN 4" BELOW UNDERSIDE OF FOOTING w DETAILS co * APPLICABLE TO ELECTRICAL CONDUITS LARGER THAN 3' 0. r^ v- vJ ch. c4 I1— co T 04 PIPE/CONDUIT WITHIN FOOTING rx N 00 N.T.S. W 5 . 03 P► SND ili bassett? architects SLAB-ON-GRADE 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 -' BASE PL 1 1/4x12x1'-4"REF. 1/S6.01 FOR 209 T 8" 8" CONNECTION INFO. NOT SHOWN ) 340 9500 F (206 340 9519 f ,, 11 I CIVIL ENGINEER & LANDSCAPE ". i ' " Cardno , : 6720 SW Macadam Ave Suite 200, — — — 4 97219 — — Portland.`- CL COLUMN T(503)-4 9 2500 A , my '� STRUCTURAL ENGINEER 2 / BLOCKOUT, REF. 1/S5.02 Catena Engineers 35.04 l \ A AND ARCH. 1500 NE Irving Si, Suite 412 Portland, OR 97232 r 1--' T(503)467-4980 M WF COLUMN MECHANICAL ELECTRICAL & PLUMBING ENGINEER ELEVATOR PIT I Glumac WALL, REF. 11/55.02 — I 900 SW F1fth Ave., Suite 1600 I Portland. OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT % Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 0 WF COLUMN AT ELEVATOR PIT ACOUSTIC & AV CONSULTANT 1 1/2"= o The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 • T 206-378-0569 ND COST CONSULTANT Construction Focus WF COLUMN 740 Almaden St. II— Eugene,OR 97402 —71 T 541-6862031 BASE PL, REF. 1/S5.04 ikt,)C TUA SLAB-ON-GRADE 5 Istd ,4'14qj� ,,..4,eiti A 54r-#.1,eIll O.. .9 _ . --,, lip i R GO R 4 T.O. PLINTH :'.".':' ,f �� SQk iNcti ' .S I . + 2018.08.20 F z _ - (3) #4 HOOPS AND EXPIRES:06/30/2020 4 a TIES @ Co.c. _ , A A a CONCRETE , .. , ' PILASTER/ , ' - • . a v, ELEVATOR PIT WALL - ti - a J FOOTING - _ '-a . a e I =-°-- 4 T.O. FOOTING AIL --44-, • :�h .' -s .I a_ j _0 ° G -a4 - EL: REF. PLAN e.- b' 4 ° ° HOOKED DOWELS TO MATCH VERT. PLINTH REINF. CL COLUMN ABOVE ANCHOR RODS, TYP. /// $" 8" it, CV ` X - - -i I - (6J #6 VERT. a • �` ate,_ . ° e a 'I. ° 2 REVISION 8/08/18 a 1 REVISION 7/11/18 (�� • ':•r•1-•7,.:1.0.:..2-1-- _ ° 4-- ' -.-oa i #4 HOOPS AND .a "l CROSSTIES @ 12'b.c. Q . # REVISIONS DATE _ - PILASTER REGION. <. . CONTINUE PIT WALL .1 REINF. THROUGH PILASTER °hJ REGION SECTION A-A COLUMN AT ELEVATOR PIT 0 SLEEVE OR CORE WALL AT GUARDRAIL POST. DO NOT DAMAGE REINFORCING IF CORING. GROUT POST INTO WALL GUARDRAIL POST, TIGARD TUALATIN SD CONCRETE ll I ! BY OTHERS SLAB-ON-GRADE l TIGARD 1 �1"MAX. LI IV T.O.SLAB 1 HIGH EL.: REF. PLAN � •-r °�� A. ' � - � es; JJ\_ \_ j I -III-11 { ADDITIONAL #4 x CONT. SCHOOL SLEEVE OR CORE SLAB AT ADDITIONAL #4 x CONT. a - -. - a GUARDRAIL POST. DO NOT GUARDRAIL POST, EACH SIDE OF POST 4' 4 ° CONCRETE WALL DAMAGE REINFORCING IF .�T� BY OTHERS WHERE T.O. WALL CORING. GROUT POST INTO SLAB I I CONCRETE IS ABOVE T.O.SLAB -P.-, 9000 9000 SW DURHAM RD. TIGARD, OR. 97224 1"MAX. SLAB ON DECK - ---- T.O. SLABL ` � JOB NO: 16992.00 �. , "-. .,.." EL.: REF. PLAN CONDITION AT WALL ISSUE DATE: June 19, 2018 BENT EL, REF. 3/S6.51 —� r ,- - . , . .r-..' -Ti- '4.. Jurisdiction Stamp Area ir. LOCATE DIAPHRAGM WF BEAM REINF. EA. SIDE OF POST SLEEVE OR CORE SLAB AT GUARDRAIL / GUARDRAIL POST. DO NOT POST, BY OTHERS DAMAGE REINFORCING IF .�r� r-- CORING. GROUT POST INTO SLAB I I ADDITIONAL #4 x 3'-0" I AT EDGE OF SLAB, CONCRETE SLAB 1 I 1"MAX. CENTERED ON POST CONDITION AT ELEVATED SLAB EDGE \ lit, ... „. CONCRETE ° 1 F- DETAILS 6" I, EDGE OF SLAB, w cD THICKEN SLAB AS REQ'D {y WHERE OCCURS FOR EMBED DEPTH e M CONDITION AT SLAB CC o N EMBEDDED GUARDRAIL w 55 . 04 a) 1"= 1'-0" --- T.O. WALL _ AEL: REF. ARCH r— WALL CONTINUE WHERE OCCURS I�f #4x 1'-0" C ,.c., DRILL & I I EPDXY INTO SLAB ON METAL LS basseth 8" IJP / DECK W/2 1/4" EMBED arc,r, -1 hitects @ 16"o"c. W/STD 1( REF. ARCH X 8" X UPPER SLAB T.O.di WALL 12"MAX. ON-GRADE A CONCRETE ON METAL HOOK I I DECK, REF, PLAN EL REF. ARCH. " , r •: -• ' CONCRETE TOPPING SLAB, REF, ARCH. LAP SPLICE o a T.O. SLAB _ _ - L �� r( FOR SLOPING & STEPP'►G REQS, 114-1 EL: REF. PLAN TYP, REINFORCE W/#4 Cc, EACH WAY EL REF. VENEER - A :17\-7-1-27—D----t7 -" °` .° `�l .n ' • 1 A 721 NW 9TH Ave Suite 350 IV EL,: REF, ARCH. r i • `,L �� 's -a I(•`4YI hI I , tl _ a a - - - -\:11 I I III- d - Portland, Oregon 97209 — _ N EF - _ _ � - - RIGID INSULATION, R �-I I I-III - Q e UPPER LAB ON GRADE _ 5 e I I f °: P R SLAB -2 _ � • a : i -- T (206) 340 9500 F (206) 340 9519 OU J I GENERAL STRUCTURAL NOTES / 4„ 0 T.O. SLAB I I I CONTINUOUS OVER / Q a - p EL-: REF. PLAN I 1 3•", °7 t' ° - - d ' L WALL AT SIM, 1- REBAR COUPLER PERMITTED AT A ° • �a b ,a.. , a- 4 I TYP. #4 NOSING BAR, TYP. #da - - 4 , CONTRACTOR'S OPTION - ro ��` 4 I I ' III-11 ,. a 1 _ - CIVIL ENGINEER & LANDSCAPE 1112'_ 4.`' . - -1=1 —If 1-111: #5 @ 16"o.c. W/STD HOOK �', CIVIL E CMU VENEER 1 _. y "' "' 1 1/2" COLD JOINT AT SIM. WF STRINGER, = • _. -� ° a BENT PL, REF. 3/56.51 CLR. ,., `/ 6720 SW Macadam Ave Suite 200 o F. • 'CH i I _ a " CLR. .� �. _ . REF. PLAN �� a REBAR COUPLER PERMITTED AT ° - -, Portland, OR 97219 CONTRACTOR'S OPTfONad ��■ -+ m �_ '' T(503)-419-2500 1 1 4 1... 2" MIN- SEISMIC SEPARATION I I - - _ 4 - STRUCTURAL ENGINEER -Ai'. _ ��� �` - a TROWEL JOINT SMOOTH AND . . CONCRETE RETAINING WALL da_ - 1 -1`= 4 PROVIDE BOND BREAKER Catena Engineers T RETAINING WALL - - / - CONCRETE REINFORCED W/ #6 @ 8"o.c. VERT. CAP PLS '°� " °:4` _,�! - y _ / 1500 NE Irving St., Suite 412 �, 1 4 REINFORCED W/ #6 @ 12"o.c. °` a ' TO //rr Lu ° .• _ VERT. #5 @12"o.c. HORIZ. AND #5 @12"o-c. HORIZ_ CENTERED STRINGER 5/16 _. a Portland, OR 97232 Q = _' - ' I N WALL ( ) \ __ -- ° ---- t ? a T(503)-467-4980 IT? "" CENTERED IN WALL tr .° °� . P a a . I I ___°a �c//' < "' . d 5116 ! ° dr �e — — MECHANICAL ELECTRICAL & _ j\ \ : •. BASE PL1/2x12"W/ (4) 3/4"0 EXPANSION 1 to --- ----- I / � I \ \i" 5/16 - PLUMBING ENGINEER . . ,/\/\/ BOLTS @ 4 1/2"o.c. IN LONG SLOTTED ES 2" � 4 `' S Glumac .� - ° \ \ ` d - '" ;//\//\� PARALLEL TO STRINGER 1 1 a� / BACKFILL, REF. GEOTECH _ j\% Q -� ` ;�_ I 900 SW Fifth Ave., Suite 1600 \ REPORT \ \ 5 t - I T(503)-227-52800R 97204 °'_ I ' a4 At %/i//�/, BACKFILL, REF. GEOTECH :�_ a �" „ , I I : = REPORT e . • - A ._ '�. - - - - - e :`d"a - _ _ _ _ - 4a de'a - q . - - .- - - -•- r a. `,� .e4-°,-d- v - - - , ! I p:° .4 e_ _ °;� �\\��, FOOD SERVICE CONSULTANT RIGID INSULATION, REF. ARCH LOWER SLAB-ON-GRADE, REF, 1 : \//%;//i\// a•-0 :'A� - 4 -j;,4"_ r $_ %\\/\ 1 AND 2/S5.01. POUR AND ALLOW TO • ° SLAB-ON-GRADE, REF. PLAN,TYP. \\/ a • 4 -_ - - -- ' a -,7'-° - 4 .I • -- . ., :14:-. -. - _ -:_• • /\\// Webb Foodservice Design _• r - . / - 4 a . a"- - ° ,a, ° '• . a d•- _ ' - ' 4 _ - ; _° - - 4 _ - ', NOT FILL CAVITY 3700 SE Lafayette Ct. ank - REACH 28 DAY STRENGTH AND 12 DAYS ,; �. : a d 4 DO O FINISH GRADE I -a . a : ` 4 / ° ' a b 4- a a aG a Portland, OR 97202 OLD PRIOR TO BACKFILLING WALL 3/4"MAXIMUM �,' - Q' a --4 a ' __ -/ BELOW COLD JOINT ITIF EL_: REF.CIVIL -111-111—I l 1-111— - - d a _ - • 1=i 11=III—i I I-1� �—, . _ =1I I-III-III-III- _ NON SHRINK GROUT e a_ ad T(503)-236-8566 1-• - ff_, 4 e- - en ° d.a• °4 d e •-4 4: -4 ° FOOTING, REF. PLAN -�a " n - - _ ° g _ - . _ a ; ° - q CAP PL1/2 ACOUSTIC & AV CONSULTANT INTENTIONALLY ROUGHEN : _ l i ° SOLID GROUT CMU ///���\\;/ \\ \\ \/ /\ \ \ \��\\�/�����/���\\�.\/�/:�/i�/'/'� The G reenbusch Groin VENEER BELOW GRADE L- - q CONCRETE TO 1/4'"AMPLITUDE T.O. SLAB 1 a \�\/\i\i\/,\/ /\/ / /i�// 1900 W. Nickerson St., Suite 201 b Z AND PROVIDE SOLID _ - - '_• a-a Q' - : . ° _.d _ - :. i, �\ i. INTENTIONALLY ROUGHEN / ,:,y EL.: REF. PLAN • °� ti e • • '` • �, a F • ' CONCRETE TO / AMPLITUDE Seattle,WA 98119 GROUT BEHIND CMU 1 4" BELOW GRADE = °- - ,, • -4 p LEARNING STAIR DETAIL T 206 378 0569 d• COST CONSULTANT ,_. . .., ._ . _ g Qi Construction Focus 41,T.O. FOOTING _ 4 a as <a a • 740 Almaden St. EL.: REF. PLAN \ . "Z--'d �`�`-.. -. • .. -� Eugene, OR 97402 • ` : �° • ;• ' _ Q` $ •�° a ; •' 4 T.O. FOOTING - - -a: - • a T541-686-2031 EL.; REI=. PLAN - - • _ < 1 b r' ° • .4: = a e aA _ — 7— HSS COLUMN !.- CENTERED ON ���C R'� .a i- a- _ - a- - I - - 4 _ - -a c � - � - -a - STEM WALL .r[ .�� 'Rf 4e °•• 4- a I d°" as - e - - d ° "• ` 4,12, 4 A A /\\\/\\ \\\` \\ \\//\ \‘. \ I 1 i r_ \ \ \ \ \/\ \ < — /-////'//'//'/j'!j\i/°//'//'i/ I I � �\ \,\\.\\ \,\ \\,\ CONCRETE FOOTING. \ \ \ \ \ \ \ \ \ \ ,P NOTE: REF. PLAN AND 4/S5.01 ��//I\�//��//��//:�//��//��//2///./.,/ SLAB-ON-GRADE 9 CN ar 4 • REF. 4/S5.01 FOR FOOTING NOTE: REF. GEOTECH CONCRETE FOOTING I 1 \�H M, T,It- INFORMATION NOT SHOWN. REF. 4/S5.01 FOR FOOTING ADDITIONAL SPREAD FOOTING AT COLUMN, WHERE REPORT FOR REF. PLAN AND 4/S5.01 T.O. SLAB 2018,08,20 INFORMATION NOT SHOWN. OCCURS, REF, PLAN. REINFORCE SPREAD FOOTING SUBGRADE I _ ` ,, .1 I. , _ a 7, EXPIRES:08138/2020 REF. GEOTECH REPORT FOR REGION PER 4/S5.01. CONTINUE STRIP FOOTING PREPARATION a -- • t•. :� -0 `d•, " - -- EL.: REF. PLAN . .....L. SUBGRADE PREPARATION TRANSVERSE REINFORCING INTO SPREAD FOOTING. - . ; ;o. , I I4- =111=1 I i-=1 i I=1!I` 1-- _ _l 11E-111=1 I 1=111= I I-111-111-11!— � ;V —111=111-111- LOWER LAB - 4 RESTRAINED RETAINING WALL II-- 1 r = - RESTRAINED RETAINING WALL NO LO S II 11' = X111' - REMOVE TOP OF (E) STEM WALL 6 1 1'-0" 1"= 0" 11-1 Ii-1 TO ALLOW COLUMN INSTALLATION =III A 11 1 1 1/2" =HIE (E) 8" CONC. STEM WALL MIN. vliiiii GRID BASE PL 3/4x6x1'-0" i I W/ (4) 1/Z0 SCREW I I ANCHORS W/4" EMBED (E) SLAB-ON-GRADE I I (6) #6 VERT. , 8 ( �e REF. PLAN / ' ) \ 1 1/2" • CONCRETE PILASTER410 T.O. WALL 3" EL: REF ARCH, : . _ �✓ TYP. SLAB-ON-GRADE .• - . - 0 \ 3" MAX- -a .•• °C TYP. __,1„ ° - 1 a_ T.O.CMU VENEER a 0 I 0a t - : WO NW , . EL: REF. ARCH C a0-;* • 5 REVISION 8/0 /18 . d a• •__ . 4 REVISION 7111/18 J I - _ =° SLAB BLOCKOUT, �, OD 3 FND REV 6/15/18 Q _ _ 1 I REF. 1/S5.02 2 PERMIT REVIEW COM 6/4/18 3 p , - I Z 1 BP2 ADD#2 4/18/18 #4 HOOPS AND CROSSTIES L, CONCRETE WALL, • ° ' - I Q @ 5"o.c.. ALTERNATE HOOK S5-07 CONTINUE WALL HORIZ. ° . H CMU VENEER x J DIRECTION AT EVERY REINFORCING THROUGH 1 REF. ARCH (E) STEM WALL w # •• - 1 0 1 REVISIONS DATE OTHER CROSSTIE PILASTER . . _ I A b I - L l '- -- 1 GALVANIZED LEDGER ANGLE ° - a • I 1 L7x4x3/8xCONT. (LLH) W/ 1/2"0 I STAINLESS STEEL EXPANSION ' ANCHORS W/3 1/4" EMBED @ L ___ T L 1 1'-6"o.c. PROVIDE FIRST Nil° ANCHORS 3" FROM END OF CONCRETE PILASTER DETAIL - 1 -n•. LEDGER, AT END OF WALL OR t B• FOOTING 1 AT LEDGER SPLICES B.O.LEDGEPLAN A-A DEMOLISH STEM WALL 0 CONCRETE RETAINING WALL a .. �. I R REINFORCED W/ #6@ 12"o_c- VERT. AND - EL: REF. ARCHCOLUMN CONNECTION TO ( E) STEM WALL #5 @12"o.c. HOR17, ON RETAINED FACE aq-- i - -- • FINISHED GRADE 1 1/2"= 1' 0" F EL: REF,CIVIL " 1-111-1 11- II 'e`, -. - �.? "�-/\/�\//; BACKFILL, REF. TIGARD TUALATIN SD _.._..t. • a °-" 4 447%1OZAZ 0��%/� GEOTECH REPORT - - a:.: 1: \ \ TIGARD as a e, a - � �i.i,\\/�\\//�\ WOOD STUD SHEAR WALL, s X REF. 1 1/S7.51 • E HIGH 3/4"0 ANCHOR ROD SLAB-ON-GRADE, REF. 1 AND 2/55.01. . _ W/9" EMBED,TYP. OF (4) POUR AND ALLOW TO REACH 28 DAY . - o § 4 (E) WOOD STUD WALL GRID STRENGTH AND 12 DAYS OLD PRIOR , •- 2"CLR. DRAINAGE ROCK, TO BACKFILLING WALL INTENTIONALLY ROUGHEN <- _� REF. GEOTECH - -� SCHOOL CONCRETE PILASTER, CONCRETE TO 1/4" AMPLITUDE a ' REPORT SLAB-ON-GRADE 1 REF. 7/55.06 FOR REINFORCING (E) SLAB-ON-GRADE HSS OR WF COLUMN •, 1' -6" -a• REF. PIAN 1 CONCRETE WALL rn $a -.p �� as �� T.O. SLAB \ T.O. SLAB !! \ EL.: REF. PLAN ",; ..- °° a- • d_ ._ /// 9000 5W DURHAM R©. EL.: REF- PLAN l a. - _ _ a 4 a )• = I- - - TIGARD, OR. 97224 A, .. , . ,.1r 1;- El ik-'.- EID - .--,,. ,-,:, ._:,, .7,,, d - a . __d r, ��� II{• °IILEIII—ISL 111-1/ MITI I,,,I o- da , , e a d. �. -•4 a^• r II e -111=111-=111-111—111_ —1, GRID _IL _ -1 • 111:-. - =i : JOB No: 16992.00 GRID q s — — J a 4 ' : _ .El t7 a - - • a Wiletifft*:\ ad'© " -. r ` ' -°a rs) ® :1-:4::::::-;"';:: ° ISSUE DATE: June 19,201$ 1 4 . WASHER PL 1 2x2x0'-2" - ' } \\ \ \ \ \ a =.tr`4 P S / 4 a a i ' , r / / ✓\ DRAIN, REF, GEOTECH Jurisdiction Stam Area • W STD HOLE TYP. -dd -a• f / / \ REPORT AND CIVIL �•.- / 3" 2„ T.O. FOOTING - - - a -- • \%% % %//, EL.: REF, PLAN _ " TYP. TYP. STEM WALL & FOOTING,• _ •.e 4 . ° . • g - ° REF. 5/55.03 �. . 5/16 a ,= -a - •- , d _ _ae '. - a PL 3/4 W/ (4) 1 1/16"0 HOLES NOTE: I \ .-.. _ ,,.- I AT ANCHOR ROD LOCATIONS REF.4/S5.01 FOR FOOTING • a , INFORMATION NOT SHOWN. 1 _ _ , ° = _ a_4 .. .4- // • : ° 4 a. .7 . �• `-: . T.O. FOOTING ° 17 'i\��i`W'\'/\'/\'/\ IF EL.: REF. PLAN %A„.„ „„, „ i�/A .//„..., CONCRETE FOOTING. -III- - 11—I€ - __ CONCRETE ADDITIONAL SPREAD FOOTING AT COLUMN, WHERE REF. PLAN AND 4/S5.01 =1I I= ' ° '_ 11 M OCCURS, REF, PLAN. REINFORCE SPREAD FOOTING 11=11 -- _ _a d4 I d REGION PER 4/55.01. CONTINUE STRIP FOOTING =I±I4I=�. ` - -- " : . -• -- —II B.O. (E) FOOTING � DETAILS REF. GEOTECH REPORT FOR '4.&•'.C-z'�`��% 4%44 ? I11111IIII1 1111 1111 I11111I IEI EL.: 190.-0”, VERIFY w TRANSVERSE REINFORCING INTO SPREAD FOOTING. SUBGRADE PREPARATION f III III III 111 111 111 (n d- ALIGN BASEPLATE AT PILASTER CANTILEVERED RETAINING WALL 0 FOUNDATION DETAIL T 8 1"= 1'-0" w S5 . 06 N N 1„— 1' 0" 1„- 1' 0„ GRID 0 GUSSET PL BY BRB PROVIDER n V ,- MASONRY VENEER, I I v REF. ARCH. COLD FORMED I V bassetti METAL STUDS, I I I EXTERIOR SHEATHING, CONCRETE SLAB ON architects REF. ELEV. &3/S7.01 I I I I REF.ARCH. BLOCKOUT TO MATCH 7 GRADE FOR BASE I I PILASTER DIMS. FILL W/ _ CONNECTION I I I LEAN CONC. - X I I I I FINISH GRADE N1 II I I I _ _ _ 2 _ _ _ B I N. T.O. MAIN LEVEL SLAB0 '• I I 1 7 1/2" I °° t d EL: REF. PLAN 721 NW 9TH Ave, Suite 350 I I I A • .� ° _� -- X - Portland, Oregon 97209 g [ 1 T.O. WALL IA J I o T (206) 340 9500 F 206 340 9519 2"MAX. NON SHRINK A IIUI •�' r { I a ,f -.- EL.: VARIES, REF. ARCH. /' \ TO REF. PLAN (8) #7VERT.. PILASTER/GRADE BEAMS. 4` I I ' , . " �`..- #4 LOOPS 8 CROSSTIES , I I �2„ '- 1±•, 4 - 4--‘ -.r - - •'-. CIVIL ENGINEER & LANDSCAPE 'y @ 12"O.C.. ALTERNATE .z ° Z I I Sir CONCRETE STEM (4) #5 HOOPS @ 2" O.C. AT '_ HOOK DIRECTION AT • • Cardno -I -.. '•-- " -- i . •• !: �• o_ 6720 SW Macadam Ave Suite 200. I . : -,4 WALL TOP OF PILASTER, U.O.N. d 1 . EVERY OTHER CROSSTIE . .°-. ,/� :.:=p� •-"` - • ; •- -- Lu Portland. OR 97219 4 Ce , Q I 4 ��•�.� �. - - die GRED �/ J -. -, ..,„-3, T(503)-419-2500 "' I I I • ' #4 @ 12"o.c. VERT. VERTICAL BAR, TYP. •. - B • • . - _a � TERMINATE IN 900 STD ° �'° , _ ' �•, -• I STRUCTURAL ENGINEER I 4g. KOOKS PL WASHERI/2x3x0' 3.. . ,- -• 3"MAX GRADE BEAM _- -. d I .=d Q Catena Engineers W/ DOUBLE NUT, TYP. r�`+ I �� , = -' ' . 1 ' _ •- ; iuIte 412 • SLAB-ON-GRADE REF. ARCH. HOOPS AND CROSSTIES. PROVIDE BLOCKOUT FOR SHEAR LUG.✓ I ROUGHEN TO % II •� 1/4"AMPLITUDE 'MI - 112i . AliL 4 • 55.07 \ .a .. 'I EDGE of CONC. WALL '- . I MECHANICAL ELECTRICAL & T.O.SLAB \ \ °4 lig 1IL_ • EL REF. PLAN 4 •. CONCRETE �._ PLUMBING ENGINEER ' :d '--` '-- -._ !: . �.- - -_ 4 : d., •. ° CONCRETE PILASTER .: 9a ., . 1.1 \y r PILASTER Glumac _ " . EXTEND HOOPS & TIES 900 SW Fifth Ave., Suite 1600 -'- •: •' Q x - •° - , I. - -• INTO FOUNDATION --1 Portland. OR 97204 0.6. .il. - 4•,' - - . a. - _ �, -:-: t w I -• : 'I i ((2) SETS MIN) T(503)-227-5280 ' �� y ■. CONCRETE WALL CONTINUE -4M . - * • - ' • • ° - .. --- - - - •-- HORIZ. OLASTER WALL REINF. THROUGHPIFOOD SERVICE CONSULTANT 2 - Webb Foodservice Design 1 •• z • .• $ 3700 SE Lafayette Ct. ?'/j./jam/j r: = - ••_ . : - '_` ' " • _ 4 .. NOTE: Portland,2 6 8566 97202 je #5 x CONT. a' COLUMN BASE PLATE ABOVE PER 1/56.01 1'-0 , - • - - - = �• �• '.�, ' f . ' r . • y` �°� ..s= ' .' • ACOUSTIC & AV CONSULTANT The Greenbusch Group PI LAST E R DETAIL 1900 W. Nickerson St.. Suite 201 NORTH WING STEM WALL Seattle,WA 98119 T206-378-0569 CONC. FOUNDATION 1 � = 1._0.. 01"= 1'-0" COST CONSULTANT 0 Iv . 41 . Construction Focus 740 Almaden St. Euge2 3"MIN. T 541n686 2 402 031 UPPER STEP INVERIFY W/ BRB PROVIDER STRINGER, GRADE BEAM. TERMINATE V C.rU WHERE OCCURS SLAB AT SIM. I '� -.4- CONCRETE PILASTER oZ (NOT AT SIM.) 3" I `_• . LONGITUDINAL REINF. IN 90 .c? ft . DEG. STD. HOOKS I #4 CROSSTIES @ 12"o.c. P..i r, _ �.=�;1 4- (8) #9 VERTS. TYP. 2" 4" 6" Ed GEOFOAM •' CONTINUOUS TO - -.r'- ° ra . - x 1' STRINGER BASE r _____ -. � ALTERNATE HOOK DIRECTION f' �► a �_ 1- ! , i7 9 UPPER SLAB AT SIM. �.- ,. _ _ CONNECTION, WF COLUMN � - u � _ , .. • � AT EVERY OTHER CROSSTIE •. � 1 I I I i I _ _._ REF. 1/55.06 1+ ,, ,, r :_r CONCRETE SLAB ON ■w■■M AO 61 A.S / :• 4--..: ..y .- _ • a GRADE • `' ° CONC. PILASTER I _ = -, • `� COLD JOINT AT ■■`.ui■ t J t J `J - ., .. .. I (16) #9 VERTS. I L •E •N ■■MAZIE --. -•• - CONC.SLAB, - . • - ,- CONTRACTOR OPTION N■■■■■ • - ' I I I - ' ■-�■■■ REF. PLAN , . I' ,,. mow.r_f- - ✓,� ��ACH 9,7,0%i �? T.O. PLINTH �II11@ - 0 _.� _ I fi ,e - �. .:ed • ',Qa \ "w` .,� - • `5'0AT' QS it a I• ,- < r _ PL 2x6 SHEAR LUG : : _. i ' ? \-.21. 2018.08.20 EL.: REF. ARCH. • • • • •.._... ._._._.. . . .... ASTM • A572 GR 50 -, it Q • _ a H I I I ', .=wa.;-..C C C C C C C=.r.-�-� ( } .-1 a �� '_ - - _ -r ia`irieleo � i�f,f;I f i I.t.�.=�.eVi w O EXPIRES:08/30/2020 ■■■I■■■■■■■■■i■■■■i11■■■■ : • I • . ` ._ t.' - : BASE PL 2 °liffeiffeeikial 1 ■■■■■■■■■■EMI■■■■■■■N■■ , ' �� _ . ••d ; m : ■■■i■■ ■■■E! A i� ... - - f _ ° ' .. ' ' !+- {ASTM A572 GR 50) -� . �.- •d : :Q. r 11!J Illlll 4. a Z 1/4 END OF LOWER !■!■!! ! ■■■_ ° SLAB ON GRADE OR :' SLAB ON GEOFOAM ■�II11111111111111�111111�II111111I - SLAB ON METAL DECK, {6) 1 112"f� F1554 GR. 36 ANCHOR ° !a :.r" `•. --- -= . .■ _ ► ° t - � Q • '- #4 HOOPS AND (4) #5 HOOPS @ 2"o.c. 0. AT SIM. IHI 1111hIII00I111111I■e _-•-... REF. PLAN RODS IN 2 5/16"0 HOLES BASE PL 2 (ASTM - ' ,i - _ CROSSTIES @ b"O.C. AT TOP OF PILASTER .,, ®� I Ii ® ; w ■■■■■!■■E■■M■ r4 - ,����� #4 HOOPS AND \ A572 GR. 50) + - -•. , •_ -- �a #4 HOOPS @ 12'b.C. d c,i ce ■■■.MINE 1HIH1 ._ . d . . 1 1 _ _ _ ■■■NE■■M ■■■E■■■■■ -. a. ••• CROSSTIES @ 12"o.c. BELOW TOP HOOPS - - •■ ■■§I►�■■N■■ - - - T.O.SLAB \- CONC. WALL, CONTINUE - - BELOW TOP HOOPS moi••i ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ bass ill ♦i♦ moi♦ Q` ♦i architects i♦i i♦i = ~ • i♦ ♦i♦i •♦♦i♦♦` •♦♦i i ♦iii♦iii♦iii♦i♦i♦i♦i♦i♦i♦iii ♦i♦i♦ 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 NOTES: d = DIAMETER OF LARGER REINFORCING BAR. CIVIL ENGINEER & LANDSCAPE A = MIN. CLEAR SPACING AS FOLLOWS: Cardno AT VERTICAL REINFORCING: 1 1/2" OR 1.5d, WHICHEVER IS LARGER; 6720 SW Macadam Ave Suite 200, AT HORIZONTAL REINFORCING: 1" OR d, WHICHEVER IS LARGER. Portland, OR 97219 B = MIN. CLEAR COVER AS FOLLOWS: T(503) 19-2500 ABOVE GRADE: 1 1/2' OR 2.5d, WHICHEVER IS LARGER; STRUCTURAL ENGINEER BELOW GRADE: 2" MIN. Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)467-4980 el BAR SPLICING IN CMU MECHANICAL ELECTRICAL & N.T.S. PLUMBING ENGINEER Glumac 900 SW Fifth Ave.. Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design MASONRY REINFORCING LAP SPLICE LENGTH5NCHE5) 3700 SE Lafayette Ct. GRADE 60 REINFORCING BARS Portland, OR 97202 �_ — BAR SIZE T(503)-236-8566 #3 #4 #5 #6 #7 #8 #9 ACOUSTIC & AV CONSULTANT MASONRY STRENGTH The Greenbusch Group f'm = 1500 PSI OR GREATER 15 26 40 54 63 72 82 1900 W. Nickerson St.,Suite 201 Seattle, WA 98119 T 206-378-0569 NOTE: LAP SPLICE LENGTHS {LS, AS NOTED IN THE DRAWINGS), WHERE PERMITTED, SHALL CONFORM TO THIS TABLE UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 MASONRY REINFORCING SPLICE TABLE 7 541-686-2031 N.T.S. 5��v� UR . edJ,4,:-c;\(447104 — #5 ADHESIVE DOWELS OR ON IP 24"o.c. VERIFY (E) END �4RCH 9,zoo (E) CMU OR CELL IS GROUTED SOLID ,S'�N M TkIQ�QS`2018.08.20 . 110:11 CONC. WALL,TYP. e LAP / / I - Air I EX . 0613012020 2/ Air 74, MI _1iir".- 1 I r Q/ I CONDITION A CMU WALL,TYP. NON SHRINK GROUT, 4" MAX. < < < < #5 ADHESIVE DOWELS @24"o.c.; , . V LOCATE EVERY OTHER DOWEL AT < < or LAP (E) BOND BEAM < < 1 1/2" 71‹ < CLR ►. F CMU WALL,TYP. ,..... ..... ........... .44.,. ... .. opp_. A tl- #5 ADHESIVE DOWELS CONDITION B @ 24"o.c.; VERIFY (E) < CELLS ARE GROUTED { -e o SOLID AT INTERFACE < < < EQ EQ <. < < < #5 ADHESIVE DWLS @ 24"o.c. W/ 90°STANDARD HOOK UP INTO CELL; VERIFY (E) END WALL IS GROUTED SOLID Ai - 4 �� (E) WALL, SLAB, . OR FOOTING, TYP. _ `- s tr ••.- 1 REVISION 8108118 . 41141141U A REVISIONS DATE E CONDITION C SECTION VIEW PLAN VIEWS GI NC.T.S.MU AT EXISTING WALL TIGARD TUALATIN SD ,/,„ T.O.WALL ' TIGARD .,. /, HIGH >, L.,/;;/ o SCHOOL i . 0 ,;...- .. ,0 1, z _ .• ii_. __ — --. —.. .— -- - .� — -- __ _ . .— . — . — i i' 9000 SW DURHAM RD. ' // • • • • • • • / TIGARD,OR. 97224 • • T.O.OPENING, V-- — \ -_ Q /7 //. JOB N0: 16992.00 } N �6 ;.-0'j C 10x15.3 HEADER. FASTEN ALONG ISSUE DATE: June 19, 2018 TYP. P. f LENGTH W/3/4"0 ASTM F1554 GR. 36 Jurisdiction Stamp Area 7 I THROUGH BOLTS @ 16"o.c. AND AT > EACH END W/ (4) 3/4"0 ASTM F1554 • GR. 36 THROUGH BOLTS IN GROUTED CELLS. PROVIDE PL 1/4x2x0'-2" WASHERS ON FAR SIDE OF WALL —.-- (E) CMU WALL - • CHANNEL _ HEADER Of (E) CMU GROUT SOLID BELOW ENDS 'i OF HEADER �� PL WASHER MASONRY .. . y SECTION A A F— DETAILS WI . /r. / . .. . /. CO Co Cri co E C (-,i C CN CMU OPENING ELEVATION ' S5 . 51 4 1/2"= 1'-0" i TOP PL THICKNESS 'tf x'bf ('bf' - 1-1/2") bassetti/ NO WELD TO SUPPORTING BEAM 'bf = LESSER OF architects ('tf') - {1/8"), 7._------BEAM FLANGE WIDTHS TOP FLANGE A 1/4"MIN. / i 7 TYP. • {'tf') - (1/8"), 2x'bf 2x'bf' 1//if4"MIN. �- ('bf') (1 112") I 721 NW 9TH Ave, Suite 350 ,1 ‘) ie j Portland, Oregon 97209 v•-1.4---") T (206) 340 9500 F (206) 340 9519 04 \._ MY VW 'tf =THICKNESS `Y ! I `Y OF FLANGE CIVIL ENGINEER & LANDSCAPE - <> r1 kit <> Cardno ~J MY <> <> 6720 SW Portland,OR Macadam d m Ave Suite 200, ('t#') - (10), Y ` 1/4"MIN. /TYP. ('tf') - (1/8") \ L go 1/4"MIN. STRUCTURAL ENGINEER 1 —„,_� T(503)-419-2500 4 Catena Engineers ' :: i: NE ISt.,Suite 412 BOLTED BEAM-TO BEAM 'bf' + 1-1/2" BOTTOM PL'ff nd, 7232 CONNECTION ELECTRSHIM PL GINEEAS NECESSARY 5/16 2ULve., Suite 1600 ELEVATION SECTION A-A Q 2 Portland,OR 97204 o_ m. PL 1 1/4 WI (4) 1 1/160 T(503)-227-5280 O O HOLES AT ANCHOR Z J1 ROD LOCATIONS FOOD SERVICE CONSULTANT A. BEAM W/ SAME DEPTH N 3"MAX. U o • INDICATED ON PLAN) 3700 SE Lafayette Ct. + / Webb Foodservice Design • TOP PL THICKNESS 3"MAX. UI u O Q 1 1/2"MIN. a Portland, OR 97202 g-1,1 1 1/2"AT STANDARD HOLES t1 �� 'tf'x'bf' ['bf - 1-1/2") / 1 3/4"AT HORIZ.SHORT SLOTTED HOLES �v �v 5/161> TYP. AT T(503)-236-8566 U 2 U T \FLANGES / / 0 / / 5/16 &WEB ACOUSTIC & AV CONSULTANT NO WELD TO 'bf' = LESSER OF O COPE FLANGE ^ - AS NECESSARY I � / The Greenbusch Group SUPPORTING BEAM ['tf) - (1/8"), BEAM FLANGE WIDTHS 3/4"MAX. ��--- ‹.�i F _ ,. CL OF PLATE 1900 W. Nickerson St.,Suite 201 TOP FLANGE7 / 1 1/2 MIN. /r �\ J & COLUMN Seattle,WA 98119 B 1/- (MIN. <TYP. I 1 1/2"AT STANDARD HOLES I \ I `} r SHEAR PL'f / I / WASHER PL 1/2 x 2 x 0' 2" T 206-378-0569 ('tf) [1/$"J, ['bf} {1 1/2") 1 3/4"AT SHORT SLOTTED HALES A / 1> 1/4" MIN. TOP OF COLUMN r 1 / 2x'bf 2x'bf � WHERE OCCURS r�` ('N') 80LTS aW/STANDARD HOLE,TYP. BEAM [MEMBER 'B') \,_ 1 �� _ / COST CONSULTANT / I _ _ _ _ _ t_ - �� �a Construction Focus ii , ! 1 r u Lr, \ V �/ U /�� , n G1740 Almaden St. FIs i \ I\ml i \ \ Eugene, OR 97402 MY I ' I LY Ali �� tJ T 541-686-2031 'tf' =THICKNESS 2"TYP,T /.h I , 1 t1 OPENING IN BEAM .I � + MEMBER 'A' .. , ., 14. OF FLANGE + } ��� 0 MEMBER 'B' t �l • �� WEB AROUND FLANGE > ~ WF COLUMN GROUT HOLE suCTuR .� I ; 1 PL .I _ < `V I r'� , f OPTIONAL GJ� op pR, is r� ra 1'-6" R t:, I ; I L! ['tf) - (I/8"), - O - m tJ I N-1/2"MIN. 'f'> / / ;1 I % 1 ;; 1/4"MIN. TYP. �N U L f. �` , , Q AgiffOrl)r tJ `� itlf) - (1/8"), l r; IMEMBER A > MEMBER B 1/4" MIN. T7N • t SECTION A A I , f ,,, 'i, . r + + z,„----3"MAX. IRc8E02,•:16.1..'/1: 1/2"CLR SHEAR PL f Lu2 1 1/2"MIN. ¢ 2 Oa AI ir w BOLTED BEAM TO w ¢ J 2018.08.20 TYP. m w 1 1/2"AT STANDARD HOLES BEAM B ('N') BOLTS I 2 O° (z____--1 1 3/4"AT HORIZ.SHORT CONNECTION w J / // Q p O EXPIRES:06/30/2020 /\ U SLOTTED HOLES m 21 U / 'bf' + 1-1/2" / 1I N O COPE FLANGE U 0.5 SUPPORTING BEAM BOTTOM PL'tf :Y J FULL-DEPTHEAU AS NECESSARY SHEAR PLT ��� „�„�„ , r, �, „. BOLTED BEAM TO WF COLUMN FLANGE --- WfCOLUMN A ELEVATION SECTION B-B �• rtra tJ -.0-- SHEAR PLT MY 1 �� ('N') BOLTS I �. 1 ra WASHER & NUT B. BEAM W/ VARYING DEPTH . MY 1 MY CAP PL3/4 . I 3/4”O ANCHOR G1 - < I ROD,TYP. 1 1/2" NOMINAL 314" - I mio I NON-SHRINK GROUT TOP PL THICKNESS , 1"TYP. MEMBER 'A' _ 0 �� N \m" \ p 'tf'x'bf' J ('bf' - 1-1/2'} v i/i ii // vi // // /,7 I \ �. `� < Ow T I ce m • _ 0 NO WELD TO 'bf' = LESSER OF ..� C3 SIDES \ —! .' .: --:_ BEAM FLANGE WIDTHS �� I Q MEM BER 'B' f' • _ _ - -- ' , ..1-'"..,','. - .��-. SUPPORTING BEAM ['tf) - {1/8"), (� N -a,. • - • - , , / / _� I 5/16 /EACH w . = - -' : . m f, SEE MEMBER'A' > MEMBER 'B' TOP FLANGE 7 C 1/4" MIN. ,TYP• - r CONNECTION CONFIGURATION FOR _ 1 \FLANGE / tl I I 5/16 1 2"MIN. {'tf') - {1/8"), 1> w ' _ ,.. 1/4" MIN. �[bf) - (1 1/2") f, ADDITIONAL INFORMATION NOT SHOWN. v, °b, . A° - d : `= - . " . ' . . , LEVELING NUT 2x'bf'ir f\, ///���/// 2x'bf �' " I 1 O 5/16> MEMBER 'A' = MEMBER 'B' FULL-DEPTH SHEAR PL CONNECTION < : : d - . I I 1 f # 1 \ DESIGNATED Fl ON PLAN 1 . 4 e °. 11l 5/16 I ` 9 r/ ,/.r ../..;:,.(/ it /1 -// // . - ' �. aN .L� - + �3"MAX. WF COLUMNS I , I :� OPENING IN BEAM 'tf = Q / / 1 1/2"MIN. 0 W �� WEB AROUND FLANGE THICKNESS OF NOTE: w a 1 1/2"AT STANDARD HOLES l I PL FLANGE SEE BOLTED BEAM TO WF °O ml i 1 3/4"AT HORIZ.SHORT r.� AIN0 LJ I ; l Ml ('tfJ - {1/8"), . COLUMN COLUMN FOR , "' U� SLOTTED HOLES w 1- z 1/4"MIN. ce <> ADDITIONAL INFORMATION NOT `� m Lc wo 1 ` I tat 1> <TYP. U N FULL DEPTH ,i 5/16 • ('tf) [118"), NOTED. 0 COPE FLANGE U AS NECESSARY SHEAR PL't' O O 1/4"MIN. BOLTED BEAM TO WF COLUMN WEB AT ROOF �� {� ! ��� !7 _.I PL 3/4 W/ (4) 1 1/16"0 / –1 \ HOLES AT ANCHOR ( I 4 1 REVISION 7/11/18 1/2"CLR \ " tJ — FULL-DEPTH `j ` ROD LOCATIONS — — n z,1 a: : I SHEAR PLT ' I ey ev BOLTED BEAM-TO TYP. `T' WASHER PL 1/2x2x0'-2" # BEAM \- I I REVISIONS DATE CONNECTION nj C (`b#') + [1 1/2') I / // /.1 N CL OF PLATE HOLE,TYP. I {'N') BOLTS I �! BOTTOM PL'tf', r �' LTJ 5/161/ - COLUMN - SUPPORTING BEAM SLOT AT DEEP _ CL COLUMN I f' / = - - - - �� - - CL BEAM MEMBER 'A' � I ` f \3 SIDES i ›- BEAM N ELEVATION SECTION C-C ' L \ 5/16 /SIDES \ _•\(3) 0 vy j- // //%' /�' /i Q ►` 5/16/ 2"TYP. SECTION A-A m 1/2"MIN. J C. STEPPED BEAMS MEMBER GROUT HOLE OPTIONAL / / 1"MAX. WELDED CONNECTION 1 3" MAX.— DESIGNATED W ON PLAN / 2" ,,f BEAM-TO-BEAM MOMENT CONNECTION / / 3/4"MAX. O MEMBER 'A < MEMBER 'B' 4 N.T.S. l''r SECTION B-B 1 1/2"MIN. BOLTED BEAM-TO-BEAM a z it CONNECTION SCHEDULE 1 1/2"AT STANDARD HOLES TIGARD TUALATIN SD CONCRETE TOPPING WHERE OCCURS 1 3/4"AT SHORT SLOTTED HOLES )/ MEMBER 'B' DEPTH No. OF 7/8"O SHEAR PL SHEAR PL WELD o O (NOMINAL) A325-N BOLTS LENGTH THICKNESS SIZE _, 0 l'N'1 t' f' TIGARD METAL DECK BEAM (MEMBER 'B') �— I 8", 10" (2) 6" 3/8" 5/16" /r it 12", 14" (3) 9" 3/8" 5/16" I I CO UMNPE 1.----c.‘ . B I I B ElIGH __ (-------\— 411 = WF COLUMN 16", 18" (4) 12" 1/2" 3/8" 3/4"0 ANCHOR 1 i WASHER & NUT 1 1 ROD,TYP. I 1 1/2"NOMINAL SCi•-i L r1 21" (5) 15" 1/2" 3/8" NON-SHRINK GROUT �i' N \ LW I I S` { SHEAR PLT ~ t1 I I 24" (6) 18" 1/2" 3/8" --,INC I N,` z O 7 `'' SW U o Y I I 27" (7)* 21" 1/2" 318 `r' r-�--�-i 1L.L- 7,o < O w �— FULL DEPTH `J i uj m L I 9000 SW DURHAM RD. STIFFENER PL't', ('N') BOLTS 30" (8) 24" 112' 3/8" _,, :_,; :: I O I TIGARD,OR.97224 TYP. - e : - ., . , - -:, ~ a TYP.\ 'f'1> . �. - . &. a- JOB NO: 16992.00 / f WF BEAM \ I •1 r4 ISSUE DATE: June 19, 2018 . TO COLUMN WEB\ f //7--/ STIFFENER PL3/4,TYP. o, ° - a R a ;a AND STIFFENER PL'S/ 'f' - ` , - LEVELING NUT 1 Jurisdiction StampArea $ NOTES: , - • n - r- G, � / 1. SIMILAR CONDITIONS APPLY FOR BEAMS ON BOTH SIDES OF _ . - -e . - - ° - TO COLUMN FLANGES AT\ 3/8 �V - •- MEMBER 'A'. N. <- .sem., - ., . � e.-e COLUMNS W14 AND/ 3/8 2. BOLT HOLES IN SHEAR PL AND BEAM WEB SHALL BE STANDARD :ULL DEPTH STIFFENER PLATE SCHEDULE SMALLER r HOLES 1/16" LARGER THAN BOLT DIAMETER; SHORT SLOTTED HOLES 3 SIDES,TO COLUMN3/8 'k' OF COLUMN, MIN. ARE ACCEPTABLE ONLY WHERE INDICATED BY ASTERISK (*). PIPE & HSS COLUMNS MEMBER DEPTH PL WELD SIZE FLANGES & COLUMN WEB\ {NOMINAL) THICKNESS't' 'f / 3/8 (0"AT COLUMNS W16 AND LARGER) 3. PROVIDE CLASS A SLIP-CRITICAL FAYING SURFACES ON AT COLUMNS W16 AND CONNECTIONS WHERE INDICATED ON PLAN. NOTES: < 18" 3/8" 3/16" LARGER 4. BOLTS SHALL BE FULLY PRETENSIONED A325-N W/ HARDENED 1. ANCHOR RODS SHALL BE HEADED ASTM F1554 GRADE 36 U.O.N.; GALVANIZE BASE PLATE, >21" 1/2" 1/4" WASHERS, U.O.N. ANCHOR RODS, WASHERS AND NUTS WHERE LOCATED OUTSIDE THE BUILDING ENVELOPE. BOLTED BEAM TO WF COLUMN WEB 5. WELD SiZE'f' SHALL BE THE GREATER OF SIZE SHOWN AND AWS MINIMUM. 2. PROVIDE MILL FINISH AT BOTTOM OF COLUMN AND TOP OF BASE PLATE. NOTES: NOTES: 6. SCHEDULE IS BASED ON NOMINAL DEPTH OF AISC WIDE FLANGE, 3. IT IS ACCEPTABLE TO SLOT HOLES RADIALLY TO ALLOW FOR CONSTRUCTION TOLERANCE. 1. COORDINATE LOCATION OF PLATES WITH1. FOR SHEAR PL THICKNESS't', WELD SIZE'f, AND BOLT TYPE & NUMBER 'N', REFER TO 2/56.01 CHANNEL, AND OTHER MISCELLANEOUS SHAPES. STEEL DETAILS ARCHITECTURAL DRAWINGS. 2. SIMILAR CONDITIONS APPLY FOR BEAMS ON BOTH SIDES OF COLUMN. 2. WELD SIZE'f'SHALL BE THE GREATER OF SIZE SHOWN AND AWS MINIMUM. F— o_ 3. SCHEDULE IS BASED ON NOMINAL DEPTH OF AISC WIDE CO FLANGE, CHANNEL, AND OTHER MISCELLANEOUS rrw Lo 65 v SHAPES. J � Ot' I— ri oo C T G CNI FULL DEPTH STIFFENER BOLTED BEAM TO WF CONNECTIONS BOLTED BEAM-TO-BEAM CONNECTIONS COLUMN BASE PLATE ct S6 . 01 N LLI p 1 1/2"= 1'-0" N.T.S. N.T.S. N.T.S. V) v U GRID J STMF COLUMN, I l STRUCTURAL STEEL p ba1ssetti1/ / 4' 0", MIN., 5' 0"MAX. REF. PLAN ��1 1 w MEMBER OR �o/ W.P. architects a EMBED /� REF. PLAN I I 3/16 1 -, Y f I I 3/16 PL1/2, MIN. ��� _1111*m -�'{P• CONC. ON I ,o I y / (2) 7/8"0 A325-SC 1\17 I METAL DECK .-'`� BEAM WEB / i 721 NW 9TH Ave, Suite 350 BOLTS EACH END t`t? I �� GUSSET PL w ,�� 1* -}-• /WHERE Portland, Oregon 97209 3 i W.P. _', , DOUBLE - // Q ° ° IZ I B.O. BOTTOM TRUSS CHORD 1 W.P. 1 ANGLE STRUT 3/16 �\ CJP \30 <b<60 e 3116 i T (206) 340 9500 F (206) 340 9519 2L3x3x1/4 4a -. ;`° EL.: REF. ELEVATION 1 ( `1'��� 45° 6'. I I `o�'so� ,-.. v: \ PL 3/8 CENTERED ON 3/16 --�-.. A� -I 'd WIDTH OF COLUMN _ CIVIL ENGINEER & LANDSCAPE r-L- 3/16 r� +_�" ' ` i nV r DOUBLE Cardno �l ' r I r, ' �6.. ANGLE STRUT 6720 SW Macadam Ave Suite 200, 7 B.O. BOTTOM TRU55 CHORD 5116 5/16 Portland,OR 97219 '� ' EQ EQ CONDITION WHERE HSS COLUMN OCCURS _O EL.: REF. ELEVATION T(503)�19-2500 \:', / W.P. PL 3/8 3/8 7/16 3116 WELD SIZE'X' WELD SIZE'X' STRUCTURAL ENGINEER L6x4x3/8x1'-7" [LLV) W/ [2) 1/2°m 3/16 STMF BOTTOM Catena Engineers l6±; `'',iiii 3/16 HILTI KB TZ EXPANSION ANCHORSMETAL ROOF DECK, TRUSS CHORD WHERE 0°<'b'<10° WHERE g 3/16 10°<'b'<30° 1500 NE Irving St., Suite 412 ' 7\001 W/3 1/4" EMBED. CENTER IN LOW REF. PLAN ! r =.1, "r Portland,OR 97232 STITCH BOLTS ' FLUTE AND ON HORIZ. ANGLE CONDITION WHERE DOUBLE ANGLES OCCUR EQUALLY LEG NOTES: T(503)-467-4980 7. PL3/8 TYP. SPACED @ 4'-6" 1. AT BEVEL WELDS, BEVEL END OF CONNECTION PLATE SUCH THAT ANGLE'a' = 45°. o.c. MAX. CONDITION WHERE INTERIOR ' PLUMBING ENGINEER I ATTN JOIST DESIGNER: 2. FOR ADDITIONAL INFORMATION NOT NOTED, REFER TO 2/S6.01 MECHANICAL ELECTRICAL & PERIMETER WF BEAM BEAM DOES NOT OCCUR �I 1 DESIGN FOR SEISMIC/WIND LOAD ,' I I SHOWN BELOW AT EACH ANGLE Glumac 7", WHERE 'A.S.*' IS ri N__ STRUT LOCATION. < SKEWED BEAM CONNECTION NOTED ON PLAN. PL3/8x3 SQ. n900 SW Fifth Ave.,Suite 1600 Portland,OR 97204 INTERIOR WF BEAM 1': 100# 450# N.T.S. (503)-227-5280 "ii ANGLE STRUT PL3/8STEEL O.W.J. v yN�I T 7/8"O A325-SC BOLT V� BY OTHERS FOOD SERVICE CONSULTANT SECTION A-A Webb Foodservice Design CONDITION WHERE STEEL O.W.J. OCCURS 3700 SE Lafayette Ct. 0GRIDANGLE STRUT DETAIL T(503)-236-8566 02 1"= 1' o" ACOUSTIC & AV CONSULTANT BEAM BEYOND ____�a�_ The Greenbusch Group 1900 W. Nickerson St.,Suite 201 WF BEAM WHERE OCCURS, z � 3" Seattle,WA 98119 i REF. PLANTYP. T 206-378-0569 TOP & p Q ' FULL DEPTH STIFFENER PL BOTTOM / - a BOTH SIDES OF WF BEAM, FLANGE\ COST CONSULTANT a Ods �3"MAX. REF. S/56.D1 Pt S; = `I' A q TYP. 60 Construction Focus �,, ' a — 740 Almaden St. ji 1 1/2"MIN. I� B I Eugene, OR 97402 ,. I I // // !i /..� // //1 T 541-686-2031 3/4"MAXI (A325 BOLTS CL PLATE - ' ., 1 112"AT STANDARD HOLES I \U' 1 1/2" 1 1/2" ��:" I \ a 1 rile.(; 1 3/4"AT SHORT SLOTTED HOLES 2 } TYP. ,it TYP. -•4 : , a PL 3/4 �- ) , I' I I I �VCiTVR i I V I -II I GRID 1J �, — 5v �9 PRS to,ii 5/16 . „ ., „ „ „ „ „, ,„ ,. 7,- ,� �.�� : . f\ -,,4 a..p' ` �� T �'� HSS OR 1 1 OH 11 D i t \ � WF COLUMN 11 LI ,r 4 A. (.1 I I I f ! -=.' LI 1 I I SECTION A-A -- C B C 'AR_II i GON EDGE OF CONCRETE ra AN ,� I I WHERE OCCURS I �� 1 I I �� I O /t, `• WF COLUMN d,�� 49CH ZSECTION A-A I ` I I f t I -1A1 'tw' OF COLUMN; TOP & tw/2 - ‘/114......,04 . TH L - BOTTOM FLANGE PL, TYP.; /2 I EXPIR : X613012020 2018 08.2D I /111 I DO NOT WELD IN CORNERS `vy _ ) J ('N') BOLTS, BEAM OVER COLUMN CONNECTION - �- TYP. PL 1/2x9x'H' W/ ('Q') 3/4”0 x 5” I N.T.S. HEADED STUDS IN (2) ROWS @ 6"o.c. 1/2"- PLAN A-A DIA T.O. CONCRETE . IIPIFF WHERE OCCURS w 2 1/2" HSS COLUMN I \— BEAM (MEMBER 'B'),TYP. - z m p /RETURNS E� r w 5/16I / \TOP & O� Q 3"MAX. 1-,Y,, / V BOTTOM KNIFE PLT O Lc, ' l% GRID U , _a 1 U 06 1 1/2"MIN. o -- 4 SECTION B-B C _ 3/4"MAX. 1 1/2"AT STANDARD HOLES PL THICKNESS 7 @ _ ;: Z I �,I� / 1 3/4"AT SHORT SLOTTED HOLES tl' = 1/4" + 'tw' OF O Ct ad 1 t� SHEAR PL x'L' W/ z . ` . I BEAM,TYP. U I ERECTION BOLTS IN O g i \ A o_ 4a a. d A HORIZONTAL SLOTTED 0 w - - J 9� —1 HOLES AS NECESSARY B UI :::.—.17 I 0 U a- I 5/16 I �� 1 I + 4" RETURNS TOP \ / 7 /CJP, <.° r , A I r1 /1 ~ i A & BOTTOM;TYP. / 11' - 1/16V \TYP. Iia NOTE: I7 PL3/8 I I I I mg Li _ " \8' DIMENSION MAY EQUAL ZERO I - w � � 1 , „ 1i I I r a L1 (0); EXTEND EMBED PL LENGTH \ �; SHEAR PL't' I M� mJ O H' AS NECESSARY. I I I I I---) .__c,_ ..... CL COLUMN LJ I1Iv 1 `1 I C co r- Ej° ••• & BEAM L_ � - >- '4 # I I WO I ('N') BOLTS, TYP.\ 11'/2 e� i 1 v 3/4"MAX. \ I TYP. / 't1'/2 _ \ 'f' :%11" co I 1 BEAM CONNECTION TO TYP./ ,f, B - = c' 1/2" C CONCRETE WALL SCHEDULE ,- HSS OR PIPE COLUMN — I5 j EMBED PL No. OF SHEAR PL SHEAR PL WELD KNIFE PLT Q Q :: : MBERB.).TYP. MEMBER DEPTH >- _{NOMINAL) LENGTH STUDS LENGTH THICKNESS SIZE B> 6" • �I REVISION 8108118 ('I'I ('t1 I'f'1 I `V 2 PLAN CHECK 8/21/18 8", 10" 8" 4 6 3/8"1 5/16" z cO --` � C• `, , , SECTION B-B 1 BP2 ADD#2 4/18/18 12", 14" 13' 6 9" 3/8" 5/16" J >c 16", 18" 18" 8 12" 1/2" 3/8" O co tf'+ 'tw' + 1" z `L - /#\# REVISIONS DATE B U0 21" 23" 10 15" 1/2' 318" 5/16 \ 01 m ERECTION BOLTS,TYP. 7 -'ll j1 PL3/8 U I SLOPING CONTINUITY PL 24" 28" 12 18" 1/2" 3/8" II 'f' ACCEPTABLE WHERE NO 27" 33" 14 21" 1/2" 3/8 \ SHEAR PL't' PIPE COLUMN f, BEAMS ARE MOMENT WHERE OCCURS 1I =- PL THICKNESS ■I CONNECTED TO THE 30" 38" 16 24" 1/2" 3/8" v la CL COLUMN 't2' = 1/4"+ 'tf' OF LARGEST m '.�:" & BEAM ?-�-� COLUMN WEB AND X <3" ■ SHEAR PLT BEAM FLANGE,TYP. \ f' r lel / CL COLUMN VA — & BEAM f' I , ,f, TYP. N d ` ' / T B f 1' 'f'>KNIFE PL't' B < 6" TYP.> f �� f C 0 BEAM CONNECTION TO CONCRETE WALL SECTION A-A ELEVATION B-B KNIFE PL't' N.T.S. SECTION A-A TIGARD TUALATIN SD RID 0 w z PL THICKNESS I�Y TIGARD UI co �3"MAX. J 't2' = 1/4"+ 'tf' OF LARGEST 0A w BEAM FLANGE,TYP. H I G H I 1ir, 1 112"MIN. U ° 3"MAX. /H\ B I 1"MAX.--[ CAP PL 3/8 �. / CJP,TOP & SCHOOL 71 1/2"AT STANDARD HOLES 4" RETURNS TOP \ r \ BOTTOM FLANGE, I 1 1 3/4"AT SHORT SLOTTED HOLES SEAL\ 3 4"MAX. 1 1/2 MIN. & BOTTOM;TYP. / 'tl'- 1/16V B I TYP. I I _ WELD/ I / 1 1./2"AT STANDARD HOLES I III , I / H � \ 3/4"AT SHORT SLOTTED HOLES a / ,r // // ///i \ \---',. 0: _•,1 B 7 I in i I I I 9000 SW DURHAM RD. + Aa a& AI ---- 1 I LJ Q ' I I l e \� �r 1 I 1 w TIGARD, OR.97224 I I Ira m A 1 — I I �a "' + A 1 I I I JOB NO: 16992.00 CONC.STEM WALL HSS CIII LJ O 1 �I♦ I `Y C 5" COLUMN I �- I �_ Lk] > 1 I ,� / ISSUE DATE: June 19,2018 ll \ m © ��I IA 1 /11 ('N') BOLTS I �I I I r O \ 't1'/2 I I I Jurisdiction Stamp Area \ BASE PI 6x1'.0"W/ I I TYP. `� I I I �` `y, S. (2) 1 1/, * HOLES FOR I IOC 1 Flo 1 I �1 / 't1'/2 N ANCHOR RODS ABOVE HSS OR PIPE COLUMN I i _ tJ {'N') BOLTS I \ 1 1/2" NON-SHRINK GROUT I I L `1 I � ; /7 // ��:/ // i/ HSS POST I I BEAM (MEMBER 'B') I I 1111 L X /. B I 1 LI 1 // /i „J./ /r , 2, r \ N Z-N\ of • 1/4V _� BUILT-UP TEE-PL B I I BEAM [MEMBER 'S') B •• I I PL THICKNESS MATCH COLUMN • BUILT-UP TEE-PL - 3/4"0 ASTM F1554 GR 36 1' = 1/4"+ 'tw' OF BEAM; CONTINUE FLANGE,TYP, ANCHOR RODS W/9"MIN. NOTES: V - PL TO BOTTOM FLANGE CONTINUITY PL � \ EMBED,TYP. � 1. FOR SHEAR PL THICKNESS 't', WELD SIZE'f', AND BOLT TYPE & NUMBER 'N', REFER TO 2/S6.01 NOTES: WHERE X > d/4; NOTCH AND WELD PL STEEL DETAILS 2. SIMILAR CONDITIONS APPLY FOR 4-SIDED CONNECTION. 1. FOR SHEAR PL THICKNESS't, WELD SIZE'f, AND BOLT TYPE & NUMBER 'N', PL 1/4 x 2 x 0'-2”WASHER,TYP. REFER TO 2/S6.01. I- 0_ -��- 2. SIMILAR CONDITIONS APPLY FOR 4-SIDED CONNECTION. I- 0_ SECTION C-C UJ u7 BEAM TO HSS COLUMN BEAM TO HSS OR PIPE COLUMN MOMENT CONNECTED BEAMS TO COLUMN WEB CO CONNECTION (MIDDLE) CONNECTION (TOP) ~o HSS POST BASE PLATE CO BEAM TO COLUMN MOMENT CONNECTION � N N.T.S. N.T.S. 4N.T.S. N.T,S. N A w 56. 02 co GRID 3"MAX- bassetti ANGLE \ 114 1 1/2 1 1/2"AT STANDARD HOLES TO O.W.J/ 1/4 1 1/2 1 1/2"MIN. /�1 3J4"AT SHORT SLOTTED HOLES architects COLUMN CONTINUES, lCV WHERE OCCURS I { FASTEN METAL ROOF HSS POST, REF. PLAN; DECK TO CHANNEL 1 1/2" (2) 1/2'O DBAs @ 12'o.c• ---- - ALIGN WITH ELEVATOR + METAL ROOF DECK I W/0.157"0 HILTI X-U ADDED, CENTER ON HSS POST I I 3/4"MAX., w MIN GUIDERAIL �� ¢ � 721 NW 9TH Ave, Suite 350 PAFS @ 12o.c. A A ('N') BOLTS ,' i- Portland, Oregon 97209 I - CONCRETE FILL OVER I I —I \ o T(206) 340 9500 F (206) 340 9519 METAL DECK, REF. PLAN I I 1"MAX. NON _ - - - - - 1- - I SHRINK GROUT / - ' T.O.STEEL -. _ _ - -...---- - - ' a . y W ' I I I >— EL: REF. PLAN I BENT PL5/16, REF. 3/S6.51 r.0/ `� a < ; a # . : I r CIVIL ENGINEER& LANDSCAPE CAP PL — HSS BEAM , IIM ,„ . I ,r, ' I — — - d� ° .a -_� L2x2x1/4 A. `l Cardno — I_ Z N /1: I { - . • - - ,. - e : \ 6720 SW Macadam Ave Suite 200, t-,== I STEEL O.W.J. BY OTHERS '� PL5/16x4x0'-4", ALIGN SHEAR PL't' Portland,OR 97219 CHANNEL 1/4 / I 1 I WITH HSS POST T(503)�19 2500 I I ff5 ' 'H ?RS WF BEAM, REF. PLAN114 :.,______ - �� BEAM (MEMBER 'B') STRUCTURAL ENGINEER REF. 3/S6.01 FOR I I 1 •# I F• A I HSS6x3x1/4 WHERE Catena Engineers WF COLUMN, L6x6x3/8x0'-4" T N.40sh...., _ s� ELEVATOR BRACKET FALLS 'f' 1500 NE Irving St.,Suite 412 ORIENTATION —I -- _ 2 (2/56.01 AT SIM.) CENTERED HORIZ. 3/4 �\� I I Portland,OR 97232 VARIES, REF. PLAN c ON CHANNEL WEB MAX _ WITHIN WF BEAM DEPTH f, T(503)-467-4980 [I 100# DL+SL 100# WL (AT SIM.) 1 V 100# DL (AT SIM.) TYP.\ 3/16 2"MIN. 1/4 1"MIN. NOTES: MECHANICAL ELECTRICAL & 11 200# SL (AT SIM.) EACH/ 3/16 2"MIN. CTYP. 1. FOR SHEAR PL THICKNESS't', WELD SIZE'f', AND BOLT TYPE&NUMBER'N', REFER 2 WF BEAM AT SIM. 300# WL (AT SIM.) END 114 1"MIN. To 2/S6.01. PLUMBING ENGINEER 1 I 2. SIMILAR CONDITIONS APPLY FOR BEAMS ON BOTH SIDES OF HSS. Glumac A ATTN. JOIST DESIGNER: 1 I 3/4"0 A307 THROUGH 900 SW Fifth Ave.,Suite 1600 DESIGN FOR ABOVE DL+SL 3/16> BOLT W/WASHERS Portland,OR 97204 3/16 ___JA___ FINGER TIGHT NUTS AND T(503)-227-5280 UPSET THREADS L6x4x5/1 b [LLV) W/ 3/16 W F BEAM TO HSS BEAM FOOD SERVICE CONSULTANT LONG SLOTTED HOLE, 3/16 Webb Foodservice Design TYP. EACH SIDE OF HSS 1 1/T= 1'-0" 3700 SE Lafayette Ct. I PL1/2 W/ (2) 1/2"0 THREADED Portland,OR 97202 CHANNEL STRUT BETWEEN OWJ AND WF COLUMN WELD STUDS TO BEAM BELOW T(503)-236-8566 8 ERECTION BOLTS AS NECESSARY 1 1/2 - 1 -0 CL BOLT, � ACOUSTIC&AV CONSULTANT TYP. < 2'RETURNS,TYP. The Greenbusch Group NOTE: 5/16 1//— HSS BEAM 1900 W. Nickerson St.,Suite 201 HSS GUIDERAIL SUPPORT IS �- , Seattle,WA 98119 EACH\ — — — — — — T 206-378-0569 Q to SUBJECT TO THE SPECIFIC Lu SIDE/(3/16) N �� LOAD AND DEFLECTION PROVIDE (2) #4, 31 WY REQUIREMENTS OF THE FINAL WF BEAM .---- I COST CONSULTANT ELEVATOR SELECTED; 1 Construction Focus DEVELOPED INTO U v, J SLAB EACH SIDE EACH\ =1 Q COORDINATE W/ELEVATOR T.O.SLAB SIDE/ 3/16V J z MANUFACTURER. �� 5/16 /3SIDES, E�enea0Rn9 402 EL: REF. PLAN \ U < I gm NW 5/16/ \TYP, g BENT PL1/4 - �; -I T541-686-2031 n -� SECTION A-A �\\ RV C T V R I� /fl REF.ARCH FULL DEPTH SHEAR PL 3/8 �'0 P,+ 4 3/16 2-12 3/16 I\ 2 12 0 MIN.,TYP. EACH SIDE OF HSS BEAM ���ED 14 FSS/` HSS BEAM DEPTH > WF BEAM :�_. irl +� �� 9 .x'14 WF BEAM GUIDERAIL SUPPORT AT COMP . SLAB ERECTION BOLT AS NECESSARY • EG elk v 4'vcM o '4 r---/-'•,-)--, 1"= 1'-0' 5/16 V 9sOH , ,So / HSS BEAM 2018.10.09 ....7_,....„,,,/ -I-- / - - - 1 EXPIRES:08/30/2020 WF BEAM •- . I A A CO/ NAK, REF.C. ON 2 COMPOSITE BEAM AT OPENING F I I METL �� 5/16 /3 SIDES. 9 ,", I'-0" PLAN ,�1d 5/16 \TYP. 1"- 1'-0" BENT CLOSURE PL, I I - _ - REF.3/56.51 FULL DEPTH SHEAR PL 3/8 •. q d. -' • � . - m - ° EACH SIDE OF HSS BEAM �° . _-.a� : _ - - a - • - < .- °t HSS BEAM DEPTH < WF BEAM DEPTH doik 7.0.CONCRETE — - -w ° NOTE: IF WHERE OCCURS / FACE PL 1/2x9x'H' W/ ('Q') 5/8'�d• \ v SIMILAR CONDITIONS APPLY FOR HSS BEAMS ON BOTH SIDES OF WF BEAM. //::: HILTI KB-TZ EXPANSION ANCHORS W/ L4x4x3/8 x 0'-5'EA.SIDE W/ (1) 3/4"0 \ I I fill z 4"MIN. EMBED IN (2) ROWS @ 6"o.c. A307 THROUGH BOLT, PROVIDE VERT. I I 7 LU LONG SLOTTED HOLE IN ANGLE AND 5 HORIZ. © i r ; STD. HOLES IN HSS;SNUG TIGHTEN I I HSS BEAM TO W F BEAM /// z ANGLE LEDGER BEYOND ' BOLT AND UPSET THREADS EACH (E) CONC. ----= /:/ N 2 1/2" I RETURNS � L4x3x1/4(LLV) xCO� V /SIDE 11/2"= 1'-0" CBETWEEN WF BEAM: HSS GUIDERAIL I 1 1/4 \TYP. y"��� / 5/16 V TOP 8O - SUPPORT CONTBOTTOM518"� ( )/'/L EXPANSION ANCH��' zo �� / W/4"EMBED WF BEAM. zn 41}). REF. PLAN Z SHEAR PL't'x'L'W/ CL PLATE •_ %Ar - j ERECTION BOLTS IN - IS! x A < I A HORIZONTAL SLOTTED '' // ci: '..-*.-tf________\ 1 r111 i -- I < HOLES AS NECESSARY _ ~ w I �� NOTE: X ..z___._/__._ ` 1 3 PLAN CHECK 1_0..101118 N ; ,�� DIMENSION MAY EQUAL ZERO i >- i RESPONSE (lam I 2 REVISION 8/08/18 (0); EXTEND EMBED PL LENGTH i ;o I — �,\ 'H' AS NECESSARY. I 1 REVISION 7/11/18 ~\\, er/ " • cn I I /i. REVISIONS DATE 0 z• Q o — f / oz) I- . in in D ‘'.-- /7/1 BOTTOM OF CONCRETE, ,` 1 WHERE OCCURS A. SECTION A A EDGE OF EXISTING SECTION A A BEAM CONNECTION TO CONCRETE, WHERE CONCRETE WALL SCHEDULE OCCURS - MEMBER DEPTH FACE PL No. OF SHEAR PL SHEAR PL WELD (NOMINAL) LENGTH ANCHOR; LENGTH THICKNES"• SIZE ('H') {'Q') ('L') (T) (1') 8", 10" 10" 4 6" 3/8" 5/16" ELEVATOR GUIDERAIL DETAIL AT FLOOR NOT USED 12', 14" 15" 6 9" 3/8" 5/16" 6 1 112"= 1'-0" A N.T.S. - TIGARD TUALATIN SD FULL-DEPTH SHEAR PL AT CHANNEL TIGARD BEAM CONNECTION TO CONCRETE WALL OR WF, REF. 3/S6.03. AT HSS BEAM, 14 1 1/2"= 1 -0REF. 1/S6.03 FOR CONNECTION INFORMATION NOT SHOWN H I G H A SCHOOL METAL ROOF DECK 1/4 V V I _ 1/41> I I HSS COLUMN 1� 114 1 I 9000 SW DURHAM RD. IL ,cr It w L- I I v J TIGARD, OR. 97224 l^ WI p o Lr I WF, CHANNEL OR HSS PL3/8 x 8"x l'-6"W/ (2) 5/8"O I I a w BEAM, REF. PLAN JOB NO: 16992.00 ADHESI VE THREADED RODS Z O , , I ! @ 1'-3 O.C. I 1"MAX.GROUT w ISSUE DATE: August 21,2018 - I Jurisdiction Stamp Area 1 I - .. I1 I 314"0 A307 THROUGH BOLT; j ELEVATOR HOIST :'s' 0 T.O.SLAB `- ' �` e 0 FINGER TIGHT NUTS AND I I BEAM, REF. PLAN _ UPSET THREADS , -h . "° Q I L6x4x5/1 bx0' 4" LLV EA.SIDE OF I 1 1/41> TYP. I I 7 HSS POST, REF. PLAN; EDGE OF CONCRETE - ° •Y ::a-<; - 0 ( ) 1/4 \ I I SLAB OR WALL • ' . - \ ' . ° HSS W/VERTICAL LONG SLOTTED ALIGN WITH ELEVATOR . Z HOLES (DO NOT WELD TO HSS) I I I I GUIDERAIL e6 A I I I I I O d- NOTE: I i . • - . - - - I- 5" INTERSECTING HOIST BEAM — - —��- _• ` - = NOT SHOWN FOR CLARITY. : '_ , 0 - d -/ - - Ct STEEL DETAILS 2 SECTIONAA I— < Cn Nr N CD '5fi T 0 co CS cv HOIST BEAM AT ROOF HSS BASE CONNECTION 0 4 o S6 . 03 ei 1 1/2"= 1'-0" 1 1/2"= 1'-0" 0 N— 3/16/ 2-12 II BENT PL, REF. 356.51 r bassettl/#4xCONT. NOGBAR, TYP. CONCRETE SLABC120.7xCONT./ ON METAL DECK architects • = r #3 x @ 12"o.c. TYP., DRILL AND EPDXY EVERY OTHER BAR INTO SLAB '--1 d. ON METAL DECK W/2 1/4" EMBED I a ° STIFF PL 1/4, ALIGNED ' ,•�. ° : ' _ _ .,.a W/ GUARDRAIL POSTS 721 NW 9TH Ave, Suite 350 ° ' � RIGID INSULATION TYP., g . - - , ; Portland, Ore an 97209 REF. GENERAL STRUCTURAL - ''- ` . - T T (206) 340 9500 F (206) 340 9519 NOTES <- a a = ° • ,)" ; 'f1 „ 77._\ 3/16 /i31 1> 3/16 \SIDES 11111.= .-4 �' �_ ‘.11.111.11..os ''. - CONCRETE STAIRS CIVIL ENGINEER & LANDSCAPE " �_� e J° I. ON SLAB, REF. ARCH ��■ S h ' FOR ADD'L INFO. Cardno . ° _ 4" MIN. CONCRETE SLAB ON 6720 SW Macadam Ave Suite 200, \ .4 tea, • ° TYP. INSULATION, REF. PLAN l REF. Portland, OR 97219 _ > MI:' - QM r TROWEL JOINT SMOOTH AND I \ /� (503)-419-2500 ° + ����� °= PROVIDE BOND BREAKER 3/16 2 12 ;� T \ .,4r ` ."4 . ' - . .8 _ \ PLAN . 9- . STRUCTURAL ENGINEER , ti. . '. ® �' .� ... RIGID INSULATION TYP„ \ \ �`- ° 9 REF- GENERAL STRUCTURAL Catena Engineers • NOTES 1500 NE Irving St., Suite 412 \ -0 - ..:---- +�: • -1f:: .--K WF BEAM, REF. PLAN Portland, OR 97232 e_ \ .. ' . �`, -�: ° 4 , a, a :4, T(503)-467-4980 4„ :.1 . a - a. _ --elm TYP. \ -,:\ .. .' i. ' ■ ® _ N 4a. •_ - . _ �+ a. �. °e ` a , • .. S ` \ . ', MECHANICAL ELECTRICAL & ad i , d*; P7-T�� ii PLUMBING ENGINEER _ Glumac \ \ . - : -■■ ■■■■--■■ ■■■■■ I I . I ° a \ ° 4• ■■ ■■■■ ■■ ■■�■ I CONCRETE STAIRS ON SLAB, REF, CONCRETE ON METAL M■ ■■■I♦ ■■ ■■n■ I DECK, REF. PLAN �■ ■■■� ■■ ■■�■ I 900 SW Fifth Ave.: Suite 1600 • '_a. M■ -_, ■■■ ■■ ■■■■■ : .1 ARCH FOR ADD'L INFO. AND Portland, OR 97204 -• - �. .• -. - :�::• 9/S5.07 FOR REINFORCING INFO. LEARNING STAIR RAILING DETAIL 411 T(503)-227-5280 BENT PL, REF. 3/S6.51 I '' " 1• •■ •■■ NN I i ,.- :- - 1 112" 1'-0" FOOD SERVICE CONSULTANT I T ■ • =■�W ' - I ■- - 2" MIN. SEISMIC I I - .• 1 : =: • I I - , a �- �_'_- .. . . • .- Webb Foodservice Design SEPARATION s* - = �■ ■■ ■ I r 4: I I T il: : ■ �, I u. CONCRETE SLAB ON AT\ 3700 SE Lafayette Ct. • • a -. • ° y.: EMBED H I �� :■-:•UIUi I I ` '`'" •a r GRADE, REF. PLAN PL/ 3/16/ 3 Portland, OR 97202 ■ ■ ■ ■■�■ I I . ° 'a = T(503)-236-8566 • - ■■ ■■■ r1=111111 _- -a. - •- r-= . . 4 .4 a • a.4 : I - GUARDRAIL BY OTHERS • -' -"° .■:: III _ :iw�■::�: ■� - :u i = '+ b� - T.O.SLAB EMBED PL 3/Sx3xo' 3"W/ 1/2"O x 24" ACOUSTIC & AV CONSULTANT f ' EL. REF, PLANr 4 I _ V �_ DBA CENTERED ON PL. ALIGN I I The Greenbusch Group . , 4 _ _ '' - - • y,. ' *_ 4.. EMBEDS/PL W/ GUARDRAIL POSTS • \ I i CI 2x20.7 x CONT. 1900 W. Nickerson St., Suite 201 CONCRETE STAIR ON Seattle,WA 98119 INSULATION, REF. 1/S5,06 \ T 206-378-0569 STIFF PL 1/4, ALIGNED I . ' W/GUARDRAIL POSTS COST CONSULTANT • • °. -.1 , •._4. • , _ ��_4c Construction Focus elLL 740 Almaden St. lial LEARNING STAIR DETAIL - 3,16 ,(3) Eugene, OR 97402 a 3/16 \SIDES T 541-686-2031 ti 1 "NAOCTuR •-r _ - •ate- .:......i_ 1,,.. - R '1 S p P.r F . .. - ° - ` a ALIGN 5 AT ~ si -- . - _- . .. _ -- - --, , -- .1 ---- ,.,--,;,,-, ,/EMBED ct- y9f 3116 3-12 \ CL PL r ,- 3/4'0 x 4 1/2"HEADED RIGID INSULATION, REF. ` STUDS @ 1'-6"o.c. REF. GENERAL W ORE 0 BENT PL, REF. 3/S6.51 7 ,/ STRUCTURAL NOTES ' is9,,.`' ep PLAN GAGE METAL CONCRETE STAIRS ON SLAB, BENT PL, REF. 3/S6.51 9s4N Al. TO_I. CONCRETE ON CLOSURE PLATE / REF. ARCH AND 1/S5.06 FOR CONCRETE SLAB 018.08.20 METAL DECK, ADDITIONAL INFO. ON METAL DECK EXPIRES:06/30/2020 REF. PLAN1/2"O x 30" DBAs @ 24"o.c. ' \ / rWF STRINGER, REF. PLAN _46T.O.SLAB - _ a EL. REF. PLAN •w . • aa RIGID INSULATION TYP., " 4.•. I; I I I -IH ■ s ' `.• ' REF. GENERAL STRUCTURAL a• r 4. .•. -- . ' L, . • . NOTES 1 iI ' ' LEARNING STAIR RAILING DETAIL r1� _ 11 i CONCRETE ON METAL t1 I • I/ : •:4<-a DECK, REF. PLAN 1 1/2, = 1,-0' x x x� . - . ' K 1 h›` ?`... G1 I<> tih [1 /, _• s.s•-' .:- ..,..1.,"-•., 1. II. ME ' - r. .. : . r- AT my 1 - --�.,,-, I . . 4"MIN. EMBED/ 0 � •• -_ I I - PLS Tit 3/16/ 3 tJ -� � ._•• a .. �- ,.. " / I I - GUARDRAIL BY OTHERS J v EMBED PL 3/8x3x0'-3" W/ 1/2"(2)x 24" I I I �' a ��� ;° :a ;-� DBA CENTERED ON PL. LOCATE END I Io a , . ;•. . / OF EMBED 3" FROM TOE END OF TREAD C12x20.7 x CONT. 6"MAX. r 2. ' ' WF BEAM W/ FULL DEPTH ‘ { .•:a 4 . •/ CONCRETE STAIR ON CONN., REF. F ON 2/S6.01 �/ ° INSULATION, REF, 1/S5.06 Al ‘� = STIFF PL 1/4, ALIGNED W/ GUARDRAIL POSTS NW � �- FULL DEPTH STIFF PL 1/2 .' � . � I WF GIRDER 1.1 W/ (3) 7j8„0 A325N °4 a . . " . a I �J ' BOLTS, REF, 5/S6,01 FOR 4 :, 4 1 '' ADD'L. INFO. * .4 -. .I' � ' . d %d_ 3/16 1> /(3) 5/16, @ ��. 1 •_ ,_ _ - 3/16 \S S I I • I ; - : e r 1 I I ' . _ EDGE OF ANGLE AT SIM.) W _ _ I I i 1 1/2" -� ' __ 1 .< : = ` 1 REVISION 8/08/18 L8x4x1/2 W/ (3) 7/8"O 4.-- I ALIGN A325N BOLTS - -'. ' ((1) BOLT AT SIM. - /AT _' • ) I I 4" 3/16/ 3-12 \ REVISIONS DATE 1 / -:• PL TIL a WF STRINGER I - ---F • 1r - 1/2"O x 2 112" HEADED BOTTOM OF WF ., a. l i '. 4 STUDS ALIGNED W/ EMBEDS • 1 AND @ 2'-0"o.C, STRINGER AT SIM. 4a -. _ '_ _ "� ' '. :''- ' - ' " - - - i " ' / r RIGID INSULATION, LEARNING STAIR DETAIL REF. GENERAL 6STRUCTURAL NOTES 1 1/2"= 1'-0" BENT PL, REF. 3/S6.51 CONCRETE SLAB ON METAL DECK - TIGARD TUALATIN SD WF STRINGER, REF. PLAN TIGARD CL AT TOP BARS, ALTERNATE BETWEEN 3/TO x 24" r ,,, HIGH DBAs @ 24"o.c. AND DRILLED AND EPDXIED • BENT PL, REF. 3/S6.51 -\ REF. i BARS @ 24"o.c. LEARNING STAIR RAILING DETAIL PLAN SCHOOL 1 1/2"= l'-0" CONCRETE ON #3 x-I @ 12"o.c.TYP., DRILL AND METAL DECK, EPDXY EVERY OTHER BAR INTO SLAB REF. PLAN ON METAL DECK W/ 2 1/4" EMBED 4-j\ / CONCRETE STAIRS T.O.SLAB � ON INSULATION, 9000 SW DURHAM RD. EL. REF. PLAN f ° ad "" '• / 1. RIGID INSULATION TYP., 4„ REF. l/S5.06 FOR TIGARD, OR. 97224 F °-R .-f ., - ":- ' _a• 4 .r -- / a r .7... .., NOTES / JOB NO: 16992.00 - �- J 4_ i ' a / ISSUE DATE: June 19, 2018 • " I I ` CONCRETE STAIRS a CT � I _ ., `_' d- \ ON SLAB, REF. ARCH CONCRETE STAIR ON °a�fi' .�` ', a ,'•� °,. a,,I4 .' -• _ Jurisdiction Stamp Area l• .1- j. .s I' -• �- ' .`b °_ ; q. . ,' , ' •s, FOR ADD'L INFO. SLAB, REF. 7/S6.05 a .a°_. b'." �4"MIN. 1 - • MIME 1 I :nW:■■■■■� y-x d-,". - - x ".`-----...A. "•\ ° - - - - r '° • a-,� / TYP. + - d 1 \ - .- _- ■■U■ ■�■l�: 1■■ v -d - _ - rallipliiralumEN61.611Mia, , - ° 4.. . d a •d ,." a . - - .. . .:• ;' ■■I■■■-■■ ■�■■■ ■ - 4 d ■■■■■ ■_■ ■■ ■ 3/4"3 x 4 1/2" HEAPED : 1\ `,- _ 4a - 4 . , STUDS @ 1'-6"o,c. ° a / a a \- GAGE METAL -4a =�y' / ;° CLOSURE PLATE a '!......t.;,.... • - .. . . . �., o- _ r a _ �_ r` - WF GIRDER . ,,- i■■III♦, 4 -0_ a STEEL DETAILS ° 4 4 `e CONCRETE ON METAL 4, °• -`a a, -.f. +' - : -IUUL' DECK, REF. PLAN 4" 4 ',' RIGID INSULATION, I- 0_ CONCRETE TYP_ � .•.k METAL DECK�REFOPLAN W o °4 � REF. GENERAL • STRUCTURAL NOTES ti • cri I- ooo N LEARNING STAIR DETAIL LEARNING STAIR DETAIL w S6 . 05 co 1 1/2'= 1'-0" 1 1/2"= 1'-0" e` PHASE 2 I PHASE 1 1 ► GRID GAUGE METAL CLOSURE FOR © PHASE 1, REMOVE CLOSURE PL AND N D INTENTIONALLY ROUGHEN JOINT TO 1/4" 11111 AMPLITUDE FOR PHASE 2 bassett/ 411) - - METAL DECK ONTIN ES PROVIDE FORM JOIST\ 1/4 4 WHERE OCCURS U CONCRETE SLAB ON METAL SAVERS AT REBAR architects TO WFDECK PERP. TO WF BEAM CONCRETE SLAB ON BEAM/ 1/4 4 METAL DECK TOP CHORD BENT PL 3/16 x CONT. BETWEEN NN STEEL OWJ'S BEND TO MATCH EXTENSION, TYP. METAL ROOF DECK ROOF SLOPE AND TERMINATE 1" .' . ; 4- .,., - - °� -. ;• •_ _ :'r * 721 NW 9TH Ave, Suite 350 METAL ROOF DECK REF. PLAN FROM OW.1 TOP CHORD 1 _ _ = Portland, Oregon 97209 / --------_, s ,. `.4 Qa ` I l�. < T (206) 340 9500 F (206) 340 95�9 1 7 Q r ,� 7i1 . WSEAT HT OWJ BEARING HEIGHT, � ` • �, REFER TO GENERAL 3/16/ 2-12 \ 3/16 2-12 REF. GENERAL — STRUCTURAL NOTES CIVIL ENGINEER & LANDSCAPE STRUCTURAL Q Cardno NOTES PL 1/4x5 x CONT. , PL TO MATCH FLANGE 6720 SW Macadam Ave Suite 200, EL/ sk : PLAN ��� THICKNESS x 2 x CONT. �' ; Portland; OR 97219 T(503)-419-2500 %ofte e 7"— '� __ : ® WF BEAM ,�i 1 ale 3/16 3-12 Jn_+ STRUCTURAL ENGINEER Catena Engineers T.O. STEEL ` J ell 3/lb 3-12 1500 NE Irving St., Suite 412 EL: REF. PLAN , "' // r"ef/' //I,/l .. ______44 / Portland, OR 97232 4 T(503)-467-4980 r METAL STUD WALL WHERE MECHANICAL ELECTRICAL & ,i, EQ EQ EQ OCCURS, REF. 3/S7.02 FOR PLUMBING ENGINEER CONNECTION TO BEAM CONSTRUCTION JOINT DETAIL Glumac °��I�", INFORMATION NOT SHOWN. (PREND PLl/4, TYP. ¢ Po90o andOR 972SW Fifth pq Suite 1600 DE AK SOLID STEEL WF GIRDER DTSLOBb100 D IATS M.) 1, = 1' 0"' SHIM, AS REQ'D REF. PLAN T(503)-227-5280 STEEL O.W.J. TYP. _ FOOD SERVICE CONSULTANT ASTM F1554 GR 36 7/8"O THREADED ROD P i Webb Foodservice Design EA. SIDE OF HSS. PROVIDE DOUBLE NUT 3700 SE Lafayette Ct. WF BEAM AT EACH CONNECTION TO SIMPSON � Portland, OR 97202 , HOLDOWN. PROVIDE 1 1/16"O HOLE IN T(503)-236-8566 CMU WALL. FULLY GROUT HOLE AFTER (E} L4x4x1/4 ANGLE LEDGER BENT PL BETWEEN OWJ 'S INSTALLATION OF THREADED ROD. 8 ANCHOR BOLT, V.LF. ACOUSTIC & AV CONSULTANT 1/GAP X1 1/2,� g.. / I The Greenbusch Group 1 1/2"= 1' 0" COVER PL 3/4x8 EACH SIDE OF WF TYP. (0.033) 4-12 �MC6 TO 1900 W. Nickerson St., Suite 201 �� CO COLUMN. CENTER ON SIMPSON S/HD8S 4' I 1/4/ {0.033) 4-12 METAL Seattle,WA 98119 MAX. DECK T 206-378-0569 -",1.'"/ \ /� T.O- (E) METAL DECK �iriririrr I TYP. — — T METAL K diks / 3/16I / EL.:VARIES Y COST CONSULTANT (E) METAL DECK ✓ � — _ — — — —' - Construction Focus 1 740 Almaden St. (E) JOIST TOP CHORD AT GRID NC, EXTEND BOTTOM CHORD OF �, Eugene, OR 97402 JOIST TO BRACE BEAM. REF. 3/56.10 FOR [ _:' : ■_ a MCbxl 2 CENTERED T 541-686-2031 ADDITIONAL INFORMATION 1/2"MAX. CHANNEL, TYP. g-P ij - M ON PL HORIZONTALLY TYP. �� w C T(Jq METAL ROOF DECK T.O. (E) METAL DECK T — 4„ PL 1/2x12x1'-6'CENTERED S'� op .4 EL.: VARIES Z 1 i,�,t ON HSS HORIZONTALLY /' ( / 1 - - - o \(0.11s) / ,d 7'` s . � 1/4 — nr — T — ; T YP. '(0.1 18) N (0.1 18J /TYP. Q r I�0� it 1 / r — — - CT � [0.118) \ � r ] 4 y> HSS$x2x1/4 FLAT „ N: % SIMPSON S/HD8S OR GO 1/4 ' 4"MIN.,TYP. CENTERED ON J EACH SIDE OF WF vA9ck zoo 1--i- TYP., 1/4 ' CHANNEL U COVER PL 9sQN M � O�QS• + \ ,_` 2018.08.20 i \ sir r ' E JOIST WEB EXPIRES:08/30/2020 VVV Q O T.O.HSS �; r v;;` ` BEYOND EL. : REF. ELEVATION (E) CMU WALL '■ NOTE: 7/8"0 A325-SC ``' -iNOTE: WF COLUMN. REF. 6/56.06 FOR SPLICE OF CHANNEL BOLT,TYP. Ni211THIS DETAIL SHALL APPLY TO THE FIRST [6) JOIST SPACINGS. AFTER ALIGN TOP W/ �r ACROSS ROOF JOIST TOP CHORD. ��� rfrr / SIXTH JOIST, CONTINUE CHANNEL 1FT BEYOND JOIST TOP CHORD AND T.O.(E) METAL DECK = / ,SHIM PL TERMINATE THEREAFTER. L4x4xl/4x0' 4" //STEEL O.W.J. / �/ / HSS10x3x1/4 EACH SIDE OF WF. T&B OF HSS,TOP CHORD 1 3/8"MIN, � , END PL CENTERED ON HSS ----- ^ PROVIDE 1" MAX. GAP BETWEEN TYP TYP r SECTION A-A SID(3) ADJACENT WF WEB, TYP. ES / TYP. 1/4 J JOIST TOP CHORD CONNECTION CHANNEL SPLICE HSS STRONGBACK TOP CONNECTION 6 9 3.._ -0 1 1/2"= 1'-0" 1 112"= 1'-0" (E) CONCRETE WALL V �� �. ��♦�� ��±���� ��•�+�♦�•�♦�•��•�•�♦�•�•�♦ ( 1/2"0 ASTM F 1554 THREADED ROD /TYP. (4) ��#������+���.� BENT PL 1/4 x CONT. (0.25) k3 \PLACES �..♦♦...♦.'..`. T813. STOP 4"SHORT ( INSTALLED W/STAINLESS STEEL SCREEN OF WF FLANGE - to TUBE W/ DEWALT AC100+ GOLD EPDXY SHEAR PLl/4 N.S. OF HSS BEAM, L6x6x5/16x2'-0"W/PRE-DRILLED j :, (E) CMU WALL J W/2" EMBED @ 8"o.c. FIRST ROD SHALL CAP PL1/4 F.S. OF HSS BEAM HOLES FOR EXPANSION ANCHORS EQ./EQ. �,� WF COLUMN U OCCUR 4" FROM END OF BENT PL TYP. HSS BEAM ✓ ��•�•�•�♦�Ale•�• BEYOND `�,�— \ — — �" L �� �� ���r�� �� HSS10x3x1/4x2'-0"CENTERED ON � ) / :��. DEPTH OF HORIZONTAL HSS __ _ 2 REVISION 8/08/18 HSS BEAM I ��l����� T.O.STEEL L� ~ 1 BP2 AOD#2 4118118 I {4) 3/8"QJ HILTS KB TZ EQ:EQ. �♦�`�•�•���•�♦�•.���•�♦�♦� \qv \ W/2 3/4" MIN. EMBED / ► EL. REF. ELEVATION i III �-_� ',/ 4 /� r � ��•�•���•�•�•�•�•�♦�•�•� HORIZONTAL HSS I I_ 3/4"O A307 BOLT @ 12"o.c. MAX. REVISIONS DATE ��� , TYP. ����♦���������� HSS 1 Ox3xl/4 1 1/2" CAP PL TO \ ERECTION BOLT )������ CONNECTION OR STUB BEAM/ 0.25 AS REQUIRED / TO WF COLUMN 9"TYP. ( ] ✓ ���_ _ ,.-., _ .„ 11 T.O. HSS /r IIT_, EL.: REF. EL. NOTE: MAX' 114 r) / SHEAR PL TO ✓ I I— — — — — — — ��-rw - I CONNECTION IS SIMILAR WHERE HSS 1/4 \ STUB BEAM / • �`S♦�.�., •� • • ( (E) CMU WALL BEAM FRAMES INTO EACH SIDE. � o 1_ ✓ �`:♦.� 1 lei, 3/16 ♦�♦�♦�•�•`��•�•�•�•�•�•� 3/16/ .��.�`�.��.�♦�.�.�+�.�.�. HSS TO HSS CONNECTION 7 ,�,,,�,,,,,,�, H O R I Z O NTA L HSS CONNECTION 10 1 1/2' = V-0' 3116 ♦������������� 1"= 1'-0" TI GARD TUALATI N SD 3/16 TIGARD `�•�•�♦ •�•�♦♦�+�•��♦�♦ REF. 2/S6.06 / WF COLUMN REF. PLAN I HIGH 5/16 TYP. NOTES: (4) 1/2"0x36" NELSON D2L \ V 5/16 SCHOOL 1. IF WALLS ARE NOT FRAMED IN THE FIELD AS SHOWN HERE, CONTACT EOR. DEFORMED BAR ANCHORS 2. REF. 3/56.06 FOR INFORMATION NOT SHOWN. @ 2'b.c. CENTERED ON WE (E) CONCRETE WALL (0.311 SLAB, REF. PLAN -.. (4] 314"O ANCHOR RODS IN 1 5/16" [0.31) \TYP. SOUTH GYM RETURN WALL ATTACHMENT sib T.O. SLAB ! 1,1 DIA. HOLESW/9" EMBED. (2) EA. SIDE 9000 SW DURHAM RD. 1''- l'_0" EL.: REF. PLAN l _ - Q- . - ,. 1._• ' - ,- — N — — OF WF. SPACE 3" FROM WF TYP. _ TiGARD,OR.97224 ;�/��'V\/C/`/\/\/"/\-1/\/`,/ /(3) JOB NO: 16992.00 — — •-. ��/\:\\!\\//\//\//\//\//\//\//\//\{ 1/4/ SI AD E5 ISSUE DATE: June 19,2018 1"MAX,----. PL WASHER 1/4x2x0' 2"TYP. / \`j // 4 ` 6" 112• el° PL 1/2x1 b 1/2x1' 10" CENTERED ON W F Jurisdiction StampArea \ (N) CONCRETE FOOTING TOPPING /\�/\/�� TO MATCH DIMENSIONS OF , �� 2" MAX. NON-SHRINK GROUT ../ EXISTING FOOTING ��\� L6x4x3/8 (LLH) x WIDTH OF HSS, TYP. r\�^�� ,., � I ' � #4 @ 12"o.c. E.W. BOTT. j!.1,:-=:':':'�:,=._ J- L - - //'//e WF OR HSS COLUMN J . - = `�! . 1 — (E) 5'-0"x5'-6" FOOTING REF. PLAN �, a _ VII,/ V.1.F� o `i T.O. (E) FOOTING Ilis AV/Ill , c V NOTE: (4) #4 ADHESIVE DOWEL W/6"MIN. EMBED STEEL DETAILS SIMILAR CONDITIONS APPLY FOR INTO (E) FOOTING. SPACE EA. 4"FROM EA.2 BEAMS ON BOTH SIDES OF COLUMN. EDGE OF (N) CONCRETE FOOTING TOPPING. �......ADHESIVE TO BE HILTI HIT-HY 200 /., wO \/\// if \\/ A//\/ // 2'-9"V.I.F. 2'-9"V.I.F. I— co C)- 2 HSS BEAM TO COLUMN CONNECTION HSS STRONGBACK BASE CONNECTION wS6 . 06 co 1 1/2"= l'-0" 4 1"= 1'-0" V COLUMN CONTINUES, bassetti WHERE OCCURS GRID T.O.STEEL 1/2"0 CABLE architects CAPTOLA (0 25) \ EL.: REF. PLAN W/LOOP AT EACH END COLUMN/(0.25) N ID 0 I HSS BEAM, REF. ELEV. 721 NW 9TH Ave, Suite 350 I I 3/4"0 TURN BUCKLE Portland, Oregon 97209 CAP PL 3N I t� I I �% T.O.STEEL _ I I !�"-�1 " WF COLUMN T (206} 340 9500 F (206} 340 9519 e 4//- EL: REF. ELEV. I I CAP PL 1/4, EXTEND I I I 10 I AS REQ'D FOR CONN. ,� I Q I ID I REF. 10/S6.06 "' PL 3/16x2x0' 3" CIVIL ENGINEER & LANDSCAPE IZOAlh Ala . Cardno I �"------..„_, " c' " � 6720 SW Macadam Ave Suite 200, Portland, OR 97219 I \ (0.25) ���� T(503)-419-2500 (0.25) WF COLUMN HSS COLUMN I I 5/8"0 SLING TIGHTEN / Catena Engineers STRUCTURAL ENGINEER HSS8x6x1/4 (LLV) STUB BEAM AT WF COLUMN EA.SIDE II I CENTERED ON COLUMN PL 3/16x2x0'-3" WF BEAM, WHERE OCCURS, W/CABLE CLAMP 3/16 V Portland, OR 1500 NE Irving 72St.3Suite uite412 REF. PLAN,TYP. I I y T(503)467-4980 �,� 5/8"0 SLING TIGHTEN 'ZO AT WF COLUMN MECHANICAL ELECTRICAL & W/CABLE CLAMP PLUMBING ENGINEER BASE PL & ANCHORAGE Glumac REF. 1/S6.01 900 SW Fifth Ave.,Suite 1600 EA.SIDE> Portland, OR 97204 OFFSET HSS BEAM TO COLUMN CONN .0 3/16V -l T.O. FOOTING I , t , EL.: REF. PLAN T(503)-227-5280 SERVICE CONSULTANT iti, Webb Foodservice Design 4 ' = 3700 SE Lafayette Ct. METAL ROOF DECK 518"O SHACKLE Portland, OR 97202 A; T(503)-236-8566 112"O CABLE ACOUSTIC &AV CONSULTANT W/ LOOP AT EACH END The Greenbusch Group 46 T.O.STEEL 15. 1900 W. Nickerson St.,Suite 201 EL.: REF. PLAN `-"1.,/i" NOTES: NOTES: Seattle,WA 98119 1. CABLE ASSEMBLY TO HAVE A MINIMUM ALLOWABLE CAPACITY OF 10 KIPS. T 206-378-0569 41) 2. SNUG TIGHTEN CABLE. 1. CABLE ASSEMBLY TO HAVE A MINIMUM ALLOWABLE CAPACITY OF 10 KIPS. 3. CABLE BRACING IS TEMPORARY AND SHOULD BE REMOVED AFTER PHASE 2 2. SNUG TIGHTEN CABLE. COST CONSULTANT �� STEEL & MTL DECK ARE INSTALLED. 3. CABLE BRACING IS TEMPORARY AND SHOULD BE REMOVED AFTER PHASE 2 STEEL & MIL DECK ARE INSTALLED. Construction Focus 740 Almaden St. , I ��tv Eugene,OR 97402 WF GIRDER,TYP. ; L T 541-686-2031 ,• \ WF BEAM,TYP. WIDE FLANGE COLUMN BRACING-TOP WIDE FLANGE COLUMN BRACING-BASE E° � _r, �. sy PL 5/8x5x0'-5" 1 1/2= 1'-0" 1 1/2"= 1'-0" ` ' 9 CENTERED ON l THREADED ROD, 4 ' - WFBEAM, & 7 1/4 9 • z p WF GIRDER,TYP. I 1 1/4 METAL ROOF DECK, DO ✓ 4�cs q tido NOT FASTEN TO HSS BEAM 9S0 ' HM. THo 2018.08.20 #3 CLEVIS W/ 1 3/4" PIN. EXPIRES:06/30/2020 CENTER ON PL, TYP. 1/2"—. THREADED ROD, GRID REF. PLAN T.O.STEELY BENT PL, REF. 3/S6.51 ,--i- EL.: REF. PLAN - .1 �, BEAM CL AT SIM. — r I I WF BEAM W/ 6 / CONC. ON DECK & \ FULL DEPTH CONN. 4.7 I T.O.SLAB 1" HSS BEAM, REF.2/56.01, TYP. I ', ; ; _ a •\\ EL.: REF. PLAN REF. PLAN :4� REF. ARCH.------ Y a_ a l a. ' :-= 13/16"/16 (LLH) x 0'-10"W/ / I I HSS JAMB, ! a 13/16"x7" HORIZONTAL LONG AT SIM.\/ 3/16 I '/ REF. ELEVATION _ ''- wL 4 .ya d-'a „v� SLOTTED HOLE AT HSS W/3/4"Q1 / 3/16 I I-- A307 BOLT.TACK WELD NUT IN WF BEAM, HSS,SNUG TIGHTEN & UPSET THREADS CONCRETE ON METAL , I e PL TO REF. PLAN DECK (BARE METAL I 1/4 /PL DECK AT SIM.) STIFF PL 3/16 ALIGNED I L6 REQ'D x 5/8 EA.SIDE OF 1/4 W/HSS WALLS, AT SIM. I EQ. EQ. HSS W/ 13/16"x3"VERTICAL �a GIRDER e� r SLOTTED HOLE AT HSS & AV T.O.SLAB I I 13/16"x4" HORIZONTAL HOLE OP EL.: REF. PLAN 4� . •• -.4.. , :. - - :,• _` -- \ AT BENT PL. PROVIDE 3/4"0 3/16 --- ; 4 - - r l A307 THROUGH BOLT AT HSS � _- -•_ _ _ o � - �4�' �' '� , I $�3/4"0 REDUCED BASE " THREADED WELD STUDS AT ..-y` .R - .. -_ _°' - 'm. -°" 6a '- a' - •a-. �a <, • •ter.. I \ 2„ I BENT PL.SNUG TIGHTEN & EL.: REFEPLANL (AT SIM.) I I UPSET THREADS -4, „ 4 BEAM TO BEAM DRIFT DETAIL 4 1 1/2"= 1'-0" NOTES: ALIGNED\ 1/4 6 I '- 1. AFTER ADJUSTING FOR LEVELNESS UPSET ALL THREADS ON THREADED RODS. W/HSS/ 1/4 6 I I BENT REF. 3/56.51 2. PROVIDE TURN BUCKLE AT CONTRACTOR OPTION. I (4/56.51 AT SIM.) 3116 METAL ROOF DECK ; I I 2 REVISION 7/11/18 TYP./ 3/16 I I 1 PLAN CHECK 8/21/18 THREADED ROD CONNECTION DETAIL 8 1 1/2"= 1'-0" / " \ REVISIONS DATE (7>\\\ / \ S I I I 1 WF BEAM I } \--- W----------,i r .___ i j D ,......„,„...„,... METAL ROOF DECK, REF. PLAN GRID 1/4> 3/4"0 A307 BOLT IN 4 1/2" LONG ci \ FOR SPAN DIRECTION. /./.1 1/4 SLOTTED HOLE IN ANGLE AND I I STANDARD HOLE IN PLATE,SNUG I I PL 1/4x4x0'-7" EA. SIDE OF TIGHTEN AND UPSET THREADS,TYP. JAMB W/ 13/16"x2 1/2' HSS JAMB, I I VERTICAL LONG SLOTTED HOLE REF. ELEVATION & 3/4"0 A307 THRU BOLT, al Al r2:1 ANGLE, CENTER I I SNUG TIGHTEN & UPSET T.O.STEEL I ///- ON PL ABOVE I I THREADS IF EL: REF. PLAN r // // /c:/- PL3/8 x 5 EA. f SIDE OF HSS \ - - PL3/8x5x1'-9" HSS, REF. ELEVATION TIGARD TUALATIN SD �� WF BEAM , � ,_ TIGARD ii___ ', _ HSS DEFLECTION HEAD HSS TO SLAB CONNECTION � � X \! I z Q 1 A I � � A �� 11/2"= 1' 0" 11/2"= 1'-0" HIGH .. WF BEAM, L `~ REF. PLAN I," 2"� ` IIj/2" 2" SCHOOL r /, //„ „ {GRID I L5x5x3/8 EA.SIDE OF HSS W/3/4"0 A307 I I THROUGH BOLT IN 2 1/2"VERT. LONG SLOTTED HOLES IN EA. ANGLE LEG AND STD I I HSS, REF. ELEVATION SECTION A-A HOLES IN HSS,SNUG TIGHTEN AND UPSET 3/16> 9000 SW DURHAM RD. THREADS _" 3/16 METAL ROOF DECK, TIGARD, OR. 97224 REF. PLAN 1/4 2 / JOB NO: 16992.00 1.NOT / ES: STUDS NOT SHOWN FOR CLARITY. /EQ'EQ 114 2 \TYP ISSUE DATE: June 19,2018 2. DO NOT FASTEN TOP TRACK TO STEEL ASSEMBLY. 1/2" SLOPED STEEL 1 TYP. METAL ROOF DECK Jurisdiction Stamp Area HSS - ROOF DETAIL ANGLE, REF. PLAN A „ „ , 1 I I 1 \ LLl OWJ Y > <„,› 1-- - - -- 1 - - - 7 —I 9 1 112"- 1'-0" ORIENT VERTICAL _,c,,, - - _. LEG VERTICALLY - \..-_-___,....7 / ` lL, - L. 1f \<> T.O.STEEL '' ' —"J EL.: REF. PLAN ' A e ; 1/2" ANGLE, TYP. Z ANGLE OR BENT FL, REF. GENERAL ( TYP. STRUCTURAL 1/4 4 ti ANGLE OR NOTES 1/4 4 OWJ TOP CHORD STEEL DETAILS BENT PL 1/4" - EXTENSION SECTION A-A a TOP CHORD EXTENSION J w WF BEAM r n o CO r~ NI- 66 co 0 BEARING SEAT END CONNECTION vc CA 6 _ W S6 . 07 co 1 1/2" 1'-0" 0- METAL ROOF DECK --\ METAL ROOF TOP CONTINUITY FL, REF. 4/56.01 /:ja1s11sjtti DECK, REF. PLANi - 721 NW 9TH Ave,FOR CONNECTION INFORMATION architects i T.O.STEEL Suite EL: REF. PLAN Portland, Oregon 97209 STUD WALL, B HSS3x3x1/4 FRAME `) I I* T (206) 340 9500 F (206) 340 9519 REF. ARCH. 7 I iL 1- � ^I .. I I I I 3/4"0 A307 THROUGH BOLT; WF BEAM CML ENGINEER & LANDSCAPE FINGER TIGHT NUTS AND I r REF. PLAN WF BEAM,TYP. Cardno UPSET THREADS J CJP/ --- • -- - BOTTOM CONTINUITY PL TYP. 6720 SW Macadam Ave Suite 200, B SIM. I I I I REF. 4/56.01 FOR CONNECTION Portland,OR 97219 L6x4x5/16x0'-4" {LLV} EA.SIDE OFI I 1/4> WF BEAM REF. 3/S6.02 f ,4 —, INFO. NOT NOTED. PROVIDE T(503)-419-2500 I I I HSS W/VERTICAL LONG SLOTTED <TYP. FOR BEAM TO COLUMN t 5/8"WIDE SLOT IN CONTINUITY B I B I I x = HOLES (DO NOT WELD TO HSS) I I 1/4 CONN. DO NOT SLOT PL AT FULL DEPTH STIFF PL a 0 I WEB AT BOTTOM STRUCTURAL ENGINEER I —II CONTINUITY FL Catena Engineers HSS POST 1500 NE Irving St., Suite 412 I I ao --VI��— REF. PLAN WF COLUMN Portland, OR 97232 I I I I T(503)-467-4980 l l I I _)\' MECHANICAL ELECTRICAL & A A CONC.SLAB-ON-GRADE I --1 I I PLUMBING ENGINEER I I I I Glumac 900 SW Fifth Ave.,Suite 1600 I I Ni‘ OR T(503)-227-5280 [ 14'-0"MAX. FOOD SERVICE CONSULTANT REF. ARCH. / G U I D E R A I L SUPPORT MOMENT CONNECTION Webb Foodservice Design 4"SEISMIC 6 1 1/2"= 1'-0" 1"= 1'-0" 00 SE Lafayette DOOR FRAME SEPARATION Portland,OR 97202 ir T(503)-236-8566 1 NOT USED ThACOUSTIC U TIC &AV h CONSULTANT GYPSUM BOARD, FULL DEPTH SHEAR PL A Group 1900 W. Nickerson St.,Suite 201 1" 1 3/4" REF.ARCH., TYP. GRID 1 1/7= 1'-0" Seattle,WA 98119 1/4" METAL ROOF T 206-378-0569 METAL OR WOOD s. HSS3x3 STUD WALL,TYP. I I DECK CAP PL1/4 TYP. \ 0 �i - COST CONSULTANT \ ® � mil CAP - HSS3x3 BENT PL TYP \ r 740 AlmadenConstruct)St. Focus 3/16 V I I �I f /[0.25) '0.125 N <TYP. Eugene,OR 97402 BASE PL 1/2x6x0' 6" 19 T 541 686-2031 W/ [2) 1/2"O SCREW JOINT 1N GYPSUM �� , ill HM DOOR JAMB/HEAD, ANCHORS W/3"EMBED 1 1/2"MAX. GROUT BOARD TYP. EA. SIDE REF. ARCH. FULL DEPTH SHEAR PL EACH \p, I�/PIPE OR ROUND HSS COLUMN BELOW BASE PL SIDE REF. 2/S6.01 FOR I ..„000 C MA? INFORMATION NOT NOTED GRID I �- ,� T.O.STEEL I I S .ED P:s • '4? METAL ROOF BENT PL, eh 6" DEEP ROUND BAR _ CL HSS & A� SECTION THROUGH JAMB DECK, REF. PLAN REF. 5/S6.06 WF BEAM I �� \ CENTERED VERTICALLY I COLUMN,TYP. 4ry • 1. 4! SLOT PL AT WEB 'WEB I tJ \ g ON BENT PL.TYP. I I J II ,v \ A-A PLAN VIEW AT BASE PL B-B SECTION THROUGH HEAD SIMILAR .IIIIQ THICKNESS' + 1/16" I r� r - s ,�irA-�/� �� y• • ' o , *oaf c2` t• 5/16 1 :: 1 H5S O 5116 CAP PL3/4" 0 \ z 3" 411 ,4 TO TAIIIIhll �,,\ i TYP. 201$.08.20 R.A.D. tJ \ - - - 314"MAX., EXPIRES:06/30/2020 I WF COLUMN y17 ,v ��I— + — ��� TYP. 1 alp � I (2) 3/4"O A307 THROUGH BOLTS SPACED ENT �� WF GIRDER VERTICALLY & CENTERED I I B• ENT PL3/8x 6"DEEP CENTERED 4" 3/4", 1 1/2" MID-DEPTH IN HSS, TYP. VERTICALLY ON HSS,TYP. STIFFENER PL3/4, I MAX. MIN. SHEAR PL3/8 FOR CONN. I I ir T.O.STEEL REF.3/S6.01 FOR INFO, REF,3/56.01 ELEVATION AT FIRE WALL _ EL: REF. PLAN / 9 CONN. INFO 1"= 1'-0" i -, �I I I I \ H• SS i it ilo: REPLACE BOTTOM SECTION A-A I 110- ' 7Z NOTE: Loa /• Loa / FLANGE W/PL N 2 SIMILAR CONDITIONS APPLY WF BEAM, \l ■ \ 1/2x7(.0572 GR. 50) FOR A 3-SIDED CONNECTION. REF. PLAN • r�+ COPE �M /EACH 1z WF COLUMN U O 5/16 V \SIDE - 1/4!)• /TYP. 1/4 � GRID B Lr-�,J.,�, B CAP PL3/4 csi 0_ �I� HSS — COLUMN CONNECTION � , 7— WF GIRDER Q I i IsCIO 3"= 1'-0" SHEAR PL3/8 /IA Al ‘17_ J 7 - - - 1 STIFFENER PL3/4 = — - - - - - - InIWO _46 /T.O.STEEL (HIGH)EL: REF. PLAN III II WF COLUMN, (NOT AT SIM.) WF GIRDER, REF. PLAN TAPER TOP TO MATCH ROOF T.O.STEEL II AM SLOPE, REF. PLAN 1> / ,� EL: REF. PLAN WF BEAM I TYP.\ 1/4/ 1/4K,,,__ (4) 7/$"O A325 BOLTS , IIII LJ 1 1/2" CAP PL3/4 ',/— HSS BEAM, REF. PLAN. I LA NOTE: MIN. • II WF GIRDER NOT SHOWN FOR CLARITY. 11 Lh SECTION B-B - -- III . 1 REVISION 7/11/18 I II 4 / '*-� REVISIONS DATE PL1/2 CENTERED ON BEAMS I NN ;;4 TYP. HIGH ROOF COPED BEAM CONNECTION DETAIL - !, 1,4 W/ (12) 7/8"O A325 SC BOLTS I 1/4 @ 3"o.c. IN VERTICALLY SHORT II 1 1/2"= 1'-0" i SLOTTED HOLES IN ONE PL & II Z L5x4x5/16 (LLV) EA.SIDE OF HSS W/3/4"0 STD HOLES IN OTHER PL,SEE w I A307 THROUGH BOLT IN 13/16"x 2 1/2" 2 2 VERTICAL SLOTTED HOLES IN ANGLES AND NOTES 2&3 BELOW. I / 3'-0" /� r ,I III _ ,r STD. HOLES IN HSS.SNUG TIGHTEN AND UPSET THREADS I . I I I -in I I IN • rti r.1 41 Aa r1 is i1 A% ra AT,% i2 Mt II tJ V. MP <J LJ V. V. t'l �'J w tJ 'w - - - HSS POST, REF. ELEV ICL I _N,‘ G AND OF HSS �/ 3 `/ // ANGLES I 1' -p"MAX TO TYP ) • REF. PLAN III CL OF COLUMN / O / 1 1/2" w II TYP CAP PL 1/40 HSS DEFLECTION HEAD TIGARD TUALATIN SD 1 1/2"= 1'-0" TIGARD 11 ERECTION BOLTS, I AS REQUIRED ////— WF COLUMN III I I IREF. PLAN 3�8 <TYP. HIGH _S • y \ 1/4III EL: REF. PLAN I • YP. / 1/4 3 I I w _1 3/4"0x 1Z'ROUND BAR CENTERED SCHOOL II I " METAL DECK PL 1/2xWF COLUMN DEPTH + 1" n_ 1 1/2" ON BENT PL,TYP. II eh TYP. 1/4 I I U N ✓�� (4) 3/4"0 A307 THROUGH BOLTS I IBJ V _ I I II I 41 I I O CENTERED MID DEPTH INLHSS SNUG T.O. CANOPY STEEL Z x co 1 I Ng, EL: REF. PLAN — — I I g U TIGHTEN & UPSET THREADS 9000 SW DURHAM RD. rD ,-BENT PL 3/8x12" DEEP CENTERED TIGARD, OR.97224 I � II II 1 vriN. co VERTICALLY ON HSS I WF OR HSSyil II I `� 1 ' rr PIPE COLUMN - • CAP PL 1/2 ATOP JOB NO: 16992.00 I I — 1/4 V TYP. CAP PL 3/8 = MNF9� I I MAX. COL., REF.PLAN - I I aAllik BEAM ISSUE DATE: June 19, 2018 III I I O - Q Jurisdiction Stamp Area II � I11 = � � SHEAR PL 1/4x4xHSS DEPTH - } (5 BOLTS • S. � II WF GIRDER EACH SIDE OF HSS ' ~ I w ��' 0 3/16 IV NOTES: HSS BEAM 112"MAX. 1 1 0"MIN. III (0.25) A \TYP. 1. METAL DECK AND CONCRETE ON METAL DECK NOT SHOWN FOR CLARITY. GAP III WF BEAM II 2. PROVIDE CLASS A FAYING SURFACE AND FULLY PRETENSION BOLTS AT ALL1 SLIP CRITICAL (SC) CONNECTIONS TYP \ 1/4 I WHERE OCCURS 1� SHEAR PL 1/2x15" DEEP x REQ'D 3. DO NOT FULLY PRETENSTION BOLTS UNTIL ALL METAL DECKING, ROOFING / 1/4 I I —� — THROUGH PIPE COLUMN CENTERED 1> MATERIAL,AND CONCRETE IS PLACED. 4. WHERE WF GIRDER SLOPES,TAPER PLATE AS REQUIRED. NI I ON DEPTH OF WF BEAM W/ L- (5) 7/8"0 A325-N BOLTS SPACED @ 3"o.c. CENTERED ON DEPTH OFSHEAR PL STEEL DETAILS J 0 CL NOTES: 1.T.O. PIPE CAP PL SHALL ALIGN VERTICALLY W/T.O. HSS AND T.O.WF BEAM. rw �0 2. PROVIDE 9/16"WIDE SLOT IN PIPE COLUMN TO ALLOW FOR INSTALLATION OF SHEAR PL. vJ 3. CONNECTION IS SIMILAR WHERE WIDE FLANGE OCCURS ON BOTH SIDES OF COLUMN. co DRAG DETAIL ENTRANCE CANOPY COLUMN CONNECTION CANOPY CORNER CONNECTION O 1 1/2"= 1'-0" 81 112 = 1'-0" 41 1/2"= 1'-0" WS6108 00 NB NB NBA bassett! ,� REF. PLAN / REF. PLAN REF. PLAN / / i / architects METAL - R.A.D. I METAL ROOF I ROOF DECK I I DECK --JSHEAR PL EACH SIDE 721 NW 9TH Ave, Suite 350 OF HSS BEAM, REF. 3/S6.01 1 I — — I — — — — — — — I 1 — — — — — — — — — — — FOR PL SIZE, WELD METAL ROOF T Portland, Or9504 97209 (246) 340 9519 INFORMATION & NUMBER R.A.D. DECK T.O. STEEL IT.O.STEEL 1 I fF ifrEL.: REF. PLAN f '� 1-5' EL. REF. PLAN I E - TOHROULGH BOL SID NUG / TIGHTEN AND UPSET I 1 I THREADS - - - - _ - - _ - CIVIL ENGINEER & LANDSCAPE 7, R.A.D. ' , I I METAL STUDS, T.O.STEEL Cardno I I I REF.8/S7.02 FOR 1 - — — —— — — V — / --e----- - - — — _ — EL.: REF. PLAN Portland, OR 97219 6720 SW Macadam Ave Suite 200, R• • )/ .A.D. I ADDITIONAL INFO I 11% 1 T(503)-419-2500 j R.A.D. 1I CONCRETE I I " eSTRUCTURAL ENGINEER ON DECK \ ON DECK CONCRETE I I 1 BENT CLOSURE PL I Catena Engineers I 1 1 Q REF.3/S6.51 I ` I 1500 NE Irving St.,Suite 412 T.O. SLAB I T.O.SLAB I h CONCRETE ON Portland, OR 97232 I " L REF PLAN �" _b METAL DECK T(503)-4674980 EL.: REF. PLAN - .e . • - .d - - " . � I E .. - . . \ - - - - , - , i, _. ' MECHANICAL ELECTRICAL & u 4e. . <64 s .2.'-4-- d. I Ce- w_ 4 d ,i-: • d•. T.O.SLAB I PLUMBING ENGINEER ' EL.: REF. PLAN • n -.'. 4 _ av) \ HSS BEAM - a b ° Glumac - d ,..,.. ..; .• N , . , . - . 900 SW Fifth Ave.,Suite 1600 , d .d•- -s-„ Portland, OR 97204 1 d L ,d , T(503)-227-5280 AT SIM. PROVIDE BENT DRAG 1 I BENT PL, PL 114x1'-0"W/ [4] 3/4„0AM 6 ,: „ i REFWF EE/Sb.03 FOR REF. 3/S6.51 THREADED WELD STUDS Q FOOD SERVICE CONSULTANT 1 1 3/4" MAX.STEEL SHIM CONN. INFORMATION BENT PL, 3"o.c. PROVIDE VERT. LONG �, Webb Foodservice Design METAL STUDS, REF. 3/56.51 SLOTTED HOLES IN VERT. LEG �� Ct. AND STANDARD HOLES 3700 SE Lafayette 2 REF. 12/S7.01 FOR Portland, OR 97202 I I IN HORIZ. LEG �� T(503)-236-8566 ADDITIONAL. INFO I ACOUSTIC &AV CONSULTANT WFBEAM.TYP, I The Greenbusch Group Az, 1900 W. Nickerson St.,Suite 201 I mg ISeattle,WA 98119 I T 206-378-0569 I WF COLUMN I —L — COST CONSULTANT WF BEAM,TYP, WF BEAM Construction Focus REF.3/56.01 FOR 740 Almaden St. CONNECTION Eugene,OR 97402 INFORMATION T 541-686-2031 U.O.N. ---w CLRM CANOPY DETAIL CLRM LOW ROOF DETAIL S��U,tap TURle 6 1 1/2"= 1'-0" 1112,.- ,,-0.. <3‘,,4741::lt"0 et 1 4 OREGO NA CLRM CANOPY COLUMN CONNECTION 41,4�� �,x°° t" pI° 2018.08.20 1 112"= 1'-0" EXPIR :06/30/2020 U�I METAL ROOF DECK ir REF. PLAN R.A.D. / 4%0"MAX. CONC. ON METAL DECK I - - - - ` - - - ! - - - - - - - - - - _ - -- __ WFBEAM - BEYOND / R.A.D. BENT PL, REF. 3/56.51 NB T.O.STEEL - - - - - - - -- - - _ - - _ EL.: REF. PLAN " " 1 �' T.O.SLAB - -I- - HSS : • , 'EF. PLAN EL: REF. PLAN REF. 11/56.06 OR CONN. INFO �' BENT PL, �. 2 REF. 9/S6.52 a „. _. ., • _ _ T.O.STEEL ii_ 5/16 ( Are ;5/16 EL.: REF. PLAN _ 1 - 1 IJ I CAP PL METAL ROOF DECK r - 1 HSS, REF. PLAN REF.3/S6.01 -77"-- - - - CAP PL �, i IT r/i�r iri -- REF.I V I „ i 3116 2 - - - / 3116 HSS BEAM 111111r - - - - - - - - - ) 5/16 I I WFBEAM - - 3/16 2 \ - - - - - - - - - - - - - .� 4 - `” \' - - - - - - _. ..., ... ,. -._._-. . . T.O.STEEL (HIGH) REF. 1/S6.03 FOR BRACED FRAME I � EL.: REF. PLAN CAP PL 3/4 CONN. DETAIL BEAM REF. ELEVATION I I 1 FOR CONN. INFO I \ - III /i I I I /P CONTINUITY PL HSS OUTRIGGER, ANGLE BEYOND II �� i REF. PLAN @ I I BRB & GUSSET, � i 3/16 �] I BY OTHERS / y�\ I WF COLUMN e 3/16 �� ev 1 I ,/ /// L - - - - _ REF. PLAN 3116 `� 2 REVISION 7/11/18 1 / 4-= 1 PLAN CHECK 8/21/18 PIPE COLUMN I I / I WF BEAM BEYOND � - / REF. PLAN I - /;\t\ REVISIONS DATE I I I `____ WF COLUMN WFBEAM [HIGH] Ln �_ CONN. FOR V__ CONN. INFO BENT PL / METAL ROOF DECK CANOPY DETAIL CONNECTION DETAIL REFS/56.06 • 1 112"= 1'-0"0 1"= 1'-0" i / 1 r LI 1 -- ND ? fib'411 A A TIGARD TUALATIN SD ra VS SERIES JOIST (BY OTHERS) I METAL ROOF DECK T.O.STEEL (LOW) / v! //1 �1 I w 1IG/\FD ii 1/2"MAX. 1 EL.: REF. PLAN _ I My BRB CONTINUITY PL 314" -� REF. 4/58.01 H I G H MAX.--;-y I `� FOR CONN. INFO U I � ,I - 1 1---\ 1 \ II _ _ Ai \ t,....-c 1 , _. _ r II SCHOOL i REFER TO GENERAL -� 11 \- I BRACE FRAME BEAM N. STRUCTURAL NOTES �� • REF.4/S8.01 FOR r.� { T.O.STEEL ItN CONN. INFO ��� 1 I i \ I 9000 SW DURHAM RD. / TIGARD, OR.97224 N 1 I I EL.: REF. PLAN �_ y� �� v rr r / ri rrl \ tJ ��f I ` T.O.STEEL ~ \\� /� EL.: REF. PLAN �� iii � JOB N0: 16992.00 >'i� ISSUE DATE: June 19,2018 BRB BRACE & GUSSET "hill \\ CONN. BY OTHERS } BEARING 1/4 4 - - _ _ _ �� • Jurisdiction Stamp Area I WFTYPO 11//44 /4 4 WFBEAM \� i REF. PLAN • WFBEAM WHERE OCCURS /1 \/ , P2111' J TRIM N.S. FLANGE AT CONNECTION 1-� PIPE COLUMN, • STABILIZER PLATE AS REQ'D. STEEL OWJ WHERE OCCURS BY JOIST PROVIDER (BY OTHERS) FULL DEPTH SHEAR PL I-77-4.'77-171 V REF. 2/S6.01 FOR PLATE, WELD AND BOLT INFORMATION WF GIRDER H WF COLUMN, WHERE OCCURS -- r rr , STEEL DETAILS M JJL UJ o 1` M , a) O 0 hi CLRM ROOF DETAIL ENTRY ROOF DETAIL Et N W S6. o9 METAL ROOF DECK STEEL OWJ METAL ROOF DECK bassett' 3/16V 2 STEEL OWJ,TYP. 1/4 4 / BEOARING L architects 1/4 4 GRID BEAO\ �/4 1/4 4 I+ 1/4 4 ----/\/—— 1" REFER TO GENERAL 721 NW 9TH Ave, Suite 350 1gr MAX. STRUCTURAL NOTES Portland, Oregon 97209 I r /r f T (206) 340 9500 F (206) 340 9519 ATTN. JOIST DESIGNER. \N- ) i I It 1 I I \ i \ i \ I \ i DESIGN FOR BELOW REFER TO GENERAL WIND/SEISMIC LOADS: EQ STRUCTURAL NOTES / CIVIL ENGINEER & LANDSCAPE 4. . Cardno 5K /.11 2 Q a .7, v �, T.O.STEEL 6720 SW Macadam Ave Suite 200, s s � % \ T.O.STEEL J EL.: REF. PLAN ` f EL.: REF. PLAN Portland, OR 97219 1 _ _ _ - - T(503)-419-2500 4K 1 11 % 0 STRUCTURAL ENGINEER L3x3x3/8 INSTALL <> Catena Engineers AFTER ROOFING PL 1/2x6x0'-9" 1500 NE Irving St., Suite 412 IS INSTALLED CENTERED ON Portland, OR 97232 OWJ BEARING SEATS T(503)467-4980 3/161/ 2 _ MECHANICAL ELECTRICAL & PLUMBING ENGINEER 1 ,� 1 0 1 Glumac �1 { �a �- „ , i 900 SW Fifth Ave.,Suite 1600 Portland, OR 97204 STIFFENER 2 I FULL DEPTH STIFFENER T(503)-227-5280 PL 3/8x4x0'-4" 3/16 EXTERIOR METAL PL EACH SIDE, REF. 5/S6.01 3/16 STUDS, REF.3/S7.02 EXTEND BOTTOM CHORD TO FOOD SERVICE CONSULTANT FOR STUB STUD AND BRACE BEAM, REF.3/S6.10 Webb Foodservice Design WF BEAM CONNECTION 3700 SE Lafayette Ct. INFORMATION WF BEAM Portland,OR 97202 I T(503)-236-8566 ----N--- ACOUSTIC &AV CONSULTANT The Greenbusch Group JOIST BRACING BEAM 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 . - - - • ] 1/2"= 1'-0" T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene,OR 97402 T541-686 2031 3'-0"MIN., 5'-0"MAX. GRID ,' ALIGN W/ FIRST PANEL POINT / '0V C TV�q TOP CHORD EXTENSION, �S� PR- �`,�t WHERE OCCURS I METAL ROOF DECK rirfre y JOIST BRACING BEAM - ñEGON 4 _ STEELOWJ - - - � : ,.IIIII 1111111 siiiiipN To2018.08.20 - - - _ _ EXPIRES:06/30/2020 - 6- - = aft fti..,, ....EQ. Ca....0 6" METAL ROOF DECK,TYP. T.O.STEEL MIN. r EL.: REF. PLAN \ STEEL OWJ ANGLE\ ` GRID TO HSS/ 3/16 V 3 V - ALIGN END OF JOIST v 1/4 4 BENT PL, REF.8/S6.52 111 W/EDGE OF FLANGE / <> HSS3x3x1/4 EA. I 1/4 4 SIDE OF JOIST I I EXTERIOR METAL 1/4 4 _ />_ - ,-__ __ ,11 11 STUDS, REF. 8/S6.52_ 1 i r 1/4 4 i, ., MSS TO\ : J REFER TO GENERAL TC/ 3/16I'� (H$STO EQ. STRUCTURAL NOTES 3/16/ \TC ATTN. JOIST DESIGNER. U. T.O.STEEL STABILIZER PL BY OWJ PROVIDER DESIGN FOR BELOW I EL.: REF. PLAN SEISMIC LOADS: 46K STEEL COLUMN, REF. 3/56.01 s a 6" I WF BEAM FOR CAP PL INFO • L3x3x1/2 EA.SIDE -I/ / OF JOIST INSTALL 1" I 1 1 AFTER ROOFING MAX.---* -- - - 31K IS INSTALLED 44111111 ! `J N <-> 1/4 4 \V 114 V 2 REVISION 8/08/18 STIFFENER I c•, x JOIST AT C O L O /� N 1 PLAN CHECK 8/21/18 Pt.3/8x6x0'-6" - v 1 AT EA. ANGLE 1 112"= I-0"0" / v \ /-#�� REVISIONS DATE WF BEAM 5/161> SHEAR PL 3/8x4 1/2x0'-6" 5/16 CTYP. EA. SIDE OF BEAM ERECTION BOLT AS REQ'D METAL ROOF DECK STEEL OWJ GRID f ALIGN END OF JOIST 1! W/ FLANGE TIP I I all1 I 1---- ---- z/ TOP CHORD EXTENSION WHERE OCCURS r 3'-0"MIN., 5'-0"MAX. / REFE — - STRUCTURAL TOGENERAL TIGARD TUALATIN SD ALIGN W/ FIRST PANEL POINT OWJ BEARING SEAT - _ EQ' - STRUCTUURAL NOTE$ - - s. T.O.STEEL TIGARD CI JOIST BRACING BEAM VA> , 4 'EL.: REF. PLAN4 1�� lrsTFEN3/8 HIGH 1 VT= l'-0" /MAX. , r r� REF. A-A WHERE JOIST SCHOOL— BOTTOM CHORD OCCURS I (N — - - r . BELOW B.O. BEAM 1 r_1 1101 .7, -------z---------------- � 0-^ I '.___-,/1/4 1 1/27 ATTN. JOIST DESIGNER. 1/4' !1 } 1 1/4 1 1/2 DESIGN FOR 5 KIPS OF 1 r 1 �. 1/4 METAL ROOF DECK �� • TIGARD,OR.97224 • I 9000 SW DURHAM RD. WIND/SEISMIC LOAD � , ?,° �� ,� WELD AFTER JOB NO: 16992.00 1/4 1 1/2"MIN. ROOFING IS \ 3/162 1/2" WF BEAM 1/4 INSTALLED / 3/16 2 TYA, ISSUE DATE: June 19, 2018 - — Jurisdiction Stamp Area PL W/THICKNESS TO MATCH DISTANCE 3/4"MAX STEEL OPEN WEB BETWEEN JOIST ANGLES 1/4\-- > ,.._.., WF BEAM JOIST, BY OTHERS W/ (1) 7/8"0 A325 BOLT 1/4 t • • L6x6x3/8x0'-4" --.•Q 2" 2" CENTERED HORIZ. ON CHANNEL WEB /' ' '1, 4' ' ,o 3000#11 A 200# [AT SIM.] Mr 1/2"MAX. STEEL DETAILS CHANNEL OR ATTN. JOIST DESIGNER 2 HSS, REF. PLAN DESIGN FOR ABOVE STIFFENER PL 3/8 a DL+SL U.O.N. ON PLANA w SECTION A-A r` M co cv CHANNEL/HSS TO JOIST CONNECTION JOIST BRACING BEAM 2O S6 . 1O(y 1 1/2"= 1 0" co ND SHEAR PL 3/8x6 112x1'-0" WF BEAM, W/ (8) A325 BOLTS @ 3"o.c. Iassetti CD TYP. Z A OR B JO 1/2" A OR B '••,''''',-..-\�� architects REF. PLAN U 0 MAX.-- -1 ••••.;.-..;„ \ir e _4 T.O.STEEL I �� WF COLUMN I EL.: REF. PLAN QIJ BELOW WF GIRDER METAL w ;, I ;, �� I 721 NW 9TH Ave, Suite 350 ROOF DECK v 05 I 1 \\� HSS POST ABOVE Portland, Oregon 97209 I I " I I " z COLUMN T (206) 340 9500 F (206) 340 9519 COLD-FORMED A% II ih \ \ �� T.O.STEEL Nap tv r ' METAL STUDS, A CIVIL ENGINEER & LANDSCAPE EL.:VARIES f i;� � REF. 8/57.02 11 - —_ — `y \: ®a �a N \' -, , + + Cardno I , 6720 SW Macadam Ave Suite 200, 1 ' i •'�+ Portland,OR 97219 1 1/2" MIN. I-N T(503)-419-2500 7„ e TYP. c‘'-'',4' r CONCRETE /2 2" FULL DEPTH STIFFENER PL WF BEAM, �— 11 \\ STRUCTURAL ENGINEER 'I� ' TYP. B I B \ SLAB ON DECK EA.SIDE OF WF BEAM ��� Catena Engineers GAUGE METAL k ' REF.SECTIONS II ��\\ 1500 NE Irving St., Suite 412 CLOSURE PL • - T11 III \ - \\ Portland,OR 97232 I IT.O.SLAB �`� T(503)-467-4980 . . e.E. - - ' - EL.: REF. PLAN I I ` 4 MECHANICAL ELECTRICAL & WF BEAM,TYP. fi :Qe. -. �I. 1 I II \ PLUMBING ENGINEER ` HSS COLUMN °. -•'''._ . CAP PL 1/2x9x1'-2" I I II Glumac CENTERED ON WF BEAM I I I 900 SW Fifth Ave., Suite 1600 _ & PIPE COLUMN W/ [4) �/� � -- V—— Portland,OR 97204 — I A325N BOLTS @ 6"o.c. V T(503)227-5280 el- 0/ MY FOOD SERVICE CONSULTANT © C4 Webb Foodservice Design 1/4/ NOTE: 3700 SE Lafayette Ct. 1 1/2" 3" MTL DECK NOT SHOWN FOR CLARITY. T Portland, OR 97202 MIN. - ACOUSTIC &AV CONSULTANT The Greenbusch Group z 1900 W. Nickerson St.,Suite 201 CI 0 CAP PL, REF.4/S6.02 Seattle,WA 98119 WF BEAM, COPE AS / FULL SEPT STIFFENER PL, d T 206-378-0569 REQ'D AT CONNECTION L6x4x3/8 HANGER REF 5/S6.010 U W/ (4) 7/8"O A325 BOLTS T.O.STEEL COST CONSULTANT WF BEAM, EL.: REF. PLAN I HSS6x6x5/16 POST Construction Focus TYP. I I 740 Almaden St. BEAM HANGER DETAIL I I Eugene,OR 97402 4 I 41 T 54186-2031 1 1/2"= 1' 0" 1 I I T — — WFBEAM. SHEARPL318x61/2x0"I I�,\ / 5/16/ 2 ki ,i � �'y9! Ij`4 \\� I / MAX. 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I NOTE: • I WF BEAM, REF. 6/S6.02 HIGH WF BEAMS & MTL DECK NOT Al I FOR CONNECTION J N SHOWN FOR CLARITY. - `I/ INFORMATION SECTION A A I. tVz — C4 0 PIPE COLUMN CONNECTION s 2 REVISION 8/08/18 1 1/2 = 1 -0" ' ,i+\� SHEAR PL 1 PLAN CHECK 8/21/18 `x I /t REVISIONS DATE FULL DEPTH SHEAR PL -- CONNECTION, SKEW PL AS KNIFE PL CAP PL SHOWN & REF. EON 2/S6.01 GRID CA WF BEAM I HSS POST, REF.4/36.02 II HT.O.STEEL ` FOR CONNECTION INFO I I 4 EL.: REF. PLAN TO UPPER WF BEAMS REF. 2/56.01 FOR BEAM I — — I A I I GRID C4 WF BEAM TO BEAM CONNECTION tr —T—N-- 1 I �a I VERTICLIP SECTION B-B " I ISA I 1. METAL ROOF BENT PL 1 DECK,TYP. I I— \ \ BEAM OVER COLUMN CONNECTION _ U 0 r., � I U � ! 11/21 -0 �J } -- - —� EXTERIOR METAL T.O.STEEL$_ STUDS c• " <vse './ /4 EL: REF. PLAN TIGARD TUALATIN SD STEM PL ( TIGARD • N10 1"MAX.TYP. � T.O.STEEL �_ COPE UPPER WF BEAMS _416EL.: REF. PLAN " - '--i-`' DBA'S, REF.3/S6.51 f OVER LOWER WF BEAM HIGH AT CONNECTION WF GIRDER L4x4x3/8 LEDGER, END AT WF BEAM 1/4 3-12 1/4 3-12 T.O.STEEL ScFIOOL $_ EL.: REF. PLAN , II I WF BEAM CONCRETE r LEDGER ANGLE " I SLAB ON DECK HSS BEAM T.Q.STEEL I 9000 SW DURHAM RD. �► EL.:VARIES T.O.SLAB TIGARD, OR. 97224 MAX. .� ,, _ .r--1,,," EL.: REF. PLAN ."'e a - Q a ,� - s 1/4 ( JOB NO: 16992.00 �' '�7 " ' � 4'' J' =- �"" �6 1/4 ` CAP PL ISSUE DATE: June 19, 2018 .4 ' 7/ / r�1 N ,a < , • ). .... ; ; Jurisdiction Stamp Area t , Ir ; 114V 1tilt _NN I HSS8x4x5/16 HANGER V IC t 112"_ MYr -----S\--- 0I — — MIN. I tl' ` N _____\---")— <> '-- it r - ‘, 1/4) o I NOTE: 1/4 METAL DECK NOT SHOWN FOR CLARITY WF COLUMN L4x4x1/4 HANGER W/ jo•r," = I >- •(3) 7/8"O A325N BOLTS 1" -- r M ish`v I I I I4, A MAX. WF BEAM, COPE 41 AT CONNECTION TO VIP I IKNIFE PL 3/8 W/ (5) 7/8"0 WF GIRDER AM I A325 BOLTS _ WO 4__At/// STEEL DETAILS ?tri 1/2" NOTE: MAX. 0- REF.8/56.52 FOR INFO NOT NOTED. 1/2" CV WF BEAM 1 1I2° SECTION B-B r�UJ CO i-:. c-i co TD- 0 WF TO WF CONNECTION BEAM HANGER DETAIL ROOF EDGE CONNECTION C cK (V 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" S6 . 11 00 S 9,2 3/16'CAP PL / H$55x5x3/16 TYP. T&B \\1/4 o 600T150-54 TOP , . , TRACK bassetti / END OF METAL DECK 1141> I architects �T.O.STEEL \ I / // ^I1/2" 1/4 \ \ EL.:219'-3'" 1 TYP. I 3 BENT FL, BENT PL, REF. I J I 3/16 V REF.9/56.52 7/S6.52 6005162-54 I J I @ 16"o.c. 721 NW 9TH Ave, Suite 350 I 118 V I l 1 �� I I o Portland, Oregon 97209 G 11� WF GIRDER ® \ II a HSS POST, REF. PLAN I I 1 \ I I I I -- T (206) 340 9500 F (206) 340 9519 II III • 1/4/ I ,� STIFFENER PL 5/16x3 I I I II i1 I I i"TYP. 7/8"0 ASTM A108 THREADED 2 1 n1/. II WELD STUD IN OVERSIZE HOLES END OF BENT PL I I 1 ® ® i ® ® I CIVIL ENGINEER & LANDSCAPE Il V II WF BEAM, TYP. IN BASE PL,TYP. OF (4). WELD I Cardno II Il III TO TOP FLANGE OF WF BEAM _ - - - - - L.: \\ A ® e 1 6005137 43 @ 16"o.c. 6720 SW Macadam Ave Suite 200, 10005162-43 @ 16"o.c. _ I I / _ _ �� Portland, OR 97219 I METAL STUD WALL — — _ _ — — _ _ b� – • T(503)-419 2500 Ai T.O.STEEL li III 0 _ . mm _ 600T150-43 CAP I I _ ___ _ cr �_ _ �� � TRACK AS REQ'D To _ __ _ STRUCTURAL ENGfNEER EL.:210'-11" - - - T=' � � - - - - fi r 11 ATTACHA BRACE STUD ____/\/_ _ Catena Engineers I I :II- 6EAMS & COLUMN 1/4N 4 / BENT PL TO � z 1 1500 NE Irving St., Suite 412 I _` � '�`�� � BELOW, REF. 4/56.08 b \ PIPE CAP � � TYP. Portland, OR 97232 5/16V / WFBEAM FULL DEPTH N o QI 2505137-43 BRACE STUD T(503)-467-4980 --ok STIFFENER PL TOS / I rn w tiL AT EA. STUD. FASTEN TO I ,I 16 BEAM FLANGEV 1/4 k STUDS W/ (3) #12 S.M.S. MECHANICAL ELECTRICAL & AND WEB,TYP. V WF COLUMN 1 1/2 FULL DEPTH STIFFENER PL TO MATCH METAL DECK I r4\-1 _ I PLUMBING ENGINEER TYP. THICKNESS OF WF COLUMN r I I Glumac BASE PL I TSNMW600-48 AT EA. END OF FLANGE. CENTER PL ON EA. WALL AND@ 32"o.C. FASTEN ~ I 900 SW Fifth Ave.; Suite 1600 COLUMN FLANGE I Portland, OR 97204 NA v � TO WALL STUDS W/ #12 S.M.S. i REF. ARCH. I i T(503)-227-5280 REFER TO FON 2/S6.01 FOR IN ALL PREDRILLED HOLES & TO ' , I CONNECTIONS OF WF BEAM TO WF GIRDER. PL W/ (2) 3/8"0 REDUCED BASE I I FOOD SERVICE CONSULTANT THREADED WELD STUDS Webb Foodservice Design 11 3700 SE Lafayette Ct. I-I PortlandOR 97202 WF COL TO WF BEAM ROOF CORNER DETAIL METAL ROOF / 4 - T(503)-236-8566, 8 1/2"= 1 = 1' 0 DECK,TYP. 2" MIN. '. I TYP. .eI ACOUSTIC & AV CONSULTANT A The Greenbusch Group NOTE: 03I REF. ARCH. FOR CLADDING. SCREEN WALL FRAMING SHALL BE _________L1900 W. Nickerson St., Suite 201 PROTECTED BY A WEATHER BARRIER. SO ` I__,:,7 : Seattle,WA 98119 / TAPERED BENT PL 5/16x3x CONT. T 206-378-0569 41111) SCREEN WALL DETAIL STEL EL.:T.O REF EPLANp ' COST CONSULTANT 1 1/7= 1'-0" Construction Focus 740 Almaden St. GYP BOARD SHEATHING 11 I CONCRETE Eugene, OR 97402 • BOTTOM TRACK 600T250-54 I I COLD FORMED METAL SLAB ON DECK REF. 1/4 T 541-686-2031 FASTEN TO PL W/3/8"0 1 I STUDS, REF. PLAN ARCH. 1/4 2-12 2-12 \ PL 3/8x12 x CONT. CENTERED 0 REDUCED BASE THREADED fJ.� T.O. SLAB T.O. SLAB ON BEAM .��uCT1Vgq S9°2 WELD STUD @ 2'-0'b.c. I II— - BENT PL5/16x8xCONT. Y EL.: REF. PLAN i I EL.: VARIES ' '4 P•rj s • • 600T150-54 TOP .._ :_A T• a a ,MLIN. - 4` -s i j Q �aitirl TRACK - kik— a---— -_ a WF BEAM P T.O. STEELdigu_ EL: REF. PLAN #4 x PL 1 1/4x2 1/2 x CONT. REG ,��, 2' 0" OMIT WHERE 'X' > 2" PARAPET DETAIL .REG44tH si,�a4*1 I I 11 J 1 } TO MATCH SPACING0 2 1/4 2 12 OF TYP.SLAB REINF. eli 3/l b 2 12 1 1/2"- 1 `N M, TNO�'. 6005162-54 I I I METAL ROOF DECK. MIN 1/4 2-12 3116 2 12 /� EXPIRE 2018.08.20 @ 16 o.c. o REF. PLAN FOR SPAN SP TSNMW600-48 AT EA. END OF 1 I I i DIRECTION WF BEAM , ' SP WALL AND @ 32"o.c. FASTEN L6x6x3/8 x CONT., VERTICAL I LEG MAY POINT UP OR DOWN TO WALL STUDS W/ #12 S.M.S. I I I CL OF WF BEAM, IN ALL PREDRILLED HOLES & TO WF BEAM PL W/ (2) 3/8"0 REDUCED BASE I I i CL OF STUD WALL 5/8"0 REDUCED BASE THREADED WELD STUDS 1 ® 1 ® ® 1 THREADED WELD STUDS IN - ® STD HOLES @ 2'-0"MAX. STIFFCLIP LB600 I BENT PL, CONCRETE I ` INOTE: W/ (4) #12 S.M.S. REF. 3/56.51 SLAB ON DECK e I I I 6005137-43 @ 16"o.c. REF. 6/56.12 WHERE'x' > 7 AT EACH STUD IEB I I T.O. SLABAL -E WIDE FLANGE AT POP-UP RAMP DETAIL COLD-FORMED METAL I '� - : _ i .. as EL. : REF. PLAN -�-- _i___/\/_ __ STUDS, REF. ELEVATION e ;a , , . -4, 9 U s : • .4 Q • ti a. 'Q I ItiiiJ //I �a W 600T150-43 CAP IS9 (3) SIDES r t1 TRACK AS REQ'D TO J SO /0.054) V VP ATTACH BRACE STUD I I I 1•' COLiJ e J TYP. 1 El N. 250S137-43 BRACE STUD U 612T200-68 W/ (1) #12 S.M.S. I r1 CONCRETE I @ 12"o.c. DO NOT FASTEN �� F J AT EA. STUD. FASTEN TO SLAB ON DECK, TYP. REF. ARCH. TO BOTTOM TRACK n ® STUDS W/ (3) #12 S.M.S. I a METAL REF. PLAN `✓ L / / ' L v '?� r'r� I I \ ROOF DECK T.O. SLAB METAL ROOF DECK I I HOIST BEAM BENT PL, BENT PL, EL.: REF. PLAN :• b I METAL ROOF I I REF. 4/56.51 REF. 11I DECK, TYP. 2" MIN. REF. ARCH. / �'-`~ �'' II - WF BEAM W/ FULL-DEPTH TYP. y z i" I I : a d . a. _ L4x4x3/8 X CONT. �� I \ 'I I I �— i - POINT VERT. LEG IN T.Q. STEEL l j l CONNECTION, REF. 2/56.01 3 REVISION 8121118 ® HSS BEAM WF BEAM 1 I EITHER DIRECTION 4EL-: REF. PLAN �� I TYPE F 1 I J'' A. T.O. SLAB I 1 REVISION 7/1111/18 I � I 1 oc — WF GIRDER 7 1/2'�� I I 1 I w L.o eveih L6x4x5/16 (LLV) W/ 13/16x2 1/2 VERT. - � - _ EL.: VARIES � 1 ]/2" T.O. STEEL I.; SLOTTED HOLE EA.SIDE OF HSS. 1"MAX. /le • TRIM NS FLANGE 3„ L�co z O _ . .- d AT CONNECTION R F P AN - _ � � � /1 � \ REVISIONS DATE EL.. E L as PROVIDE 3/4"0 A30l7 THROUGH BOLT. L .- `J I,. I J SNUG TIGHTEN & UPSET THREADS 4 I 1/4 V O `er _ \ NA L6x4x3/8 HANGER PL 3/BxCONT. , U "-'NNNN � '' 1 W/ r — $ l 1 \NOTE: \ (4) 7/8'0 A325 BOLTS 1/4 2-12 / REF. 7/S6.12 WHERE 'Y' < 2" 114 2-12 1/4 2-12 L5x3x3/8xCONT. (LLH) ( I 1/4 2 12 I REF. 5/S6.52 FOR ADDITIONAL �� INFORMATION 1 I WF BEAM 1/4 I I i� HSS GUIDERAIL BACKUP TYP.\ RAMP DETAIL WF BEAM HANGER CONNECTION WF BEAM / 1/4 I I I I NOTE: V 1"= 1' 0" 1 1/2" = 1' 0" WHERE B.O.METAL DECK IS LOWER THAN B.O.BEAM, OMIT ANGLE LEDGER AND � FASTEN METAL DECK PER 3/56.12 TAPERING THE PLATE TO MATCH THE ROOF , SLOPE AND INCREASING THE ANGLE VERTICAL LEG LENGTH AS REQUIRED. SIS - TIGARD TUALATIN SD PARAPET DETAIL HOIST BEAM DETAIL So / TIGARD 1 1 1/2"= l'-0" 1 O 1 112"= 1 -0" / - I BENT PL, CONCRETE HIGH GRID S® CONCRETE I ' REF. 3/S6.51 SLAB ON DECK SLAB ON DECK, TYP. I T.O.STEEL r STIFFCLIP, e T.O. SLAB SCHOOL a EL.: 219'-3" - BENT PL, REF. 2/56.12 ® EL.: REF. PLAN N : ..��`,.• a-- .:�- � :.:-' _-.- �.:�.0`�-,� • �. I I I T.O. SLAB REF.3/56.51 I = • . x' ° I I EL.: REF. PLAN '4. - ® ® I •4 .. *. r- � IL -1 COLD FORMED • ' T.O. STEEL I I' 1 1 -a •`•4 `• : @ 3 bassetil COPE 1/2" FROM SLAB PROVIDE (1) 3/4"0 x 4 1/2" architects EDGE (2'-0"MAX.) SHEAR STUD @ 6"MIN. FROM O SLAB EDGE U I 1/4 /TYP. 1/4> REF. PLAN / 1/4 \ HSS BENT CLOSURE PL, (1) 1/2"0x3'-0" DBA 721 NW 9TH Ave, Suite 350 REF. PLAN 1/4 TAPERED PL 4x4 REF.3/S6.51 / CENTERED ON WF BEAM Portland, Oregon 97209 CENTERED ON / METAL ROOF DECK T (206) 340 9500 F (206) 340 9519 1/4 CANTILEVERED CHANNEL iiii----] r r. 5/16� 1/4 3116 2 ° . , as 6'e ---- GI \ 1 . i \ 1 i 3/16 2 t I - fi °� CIVIL ENGINEER & LANDSCAPE \-S M .. Car no PL 1/2x1 7 x CONT. CENTERED VERT. �; 6720 SW � 6720 5W Macadam Ave Suite 200, / ON WF GIRDER. DISCONTINUE PL \\ / Portland, OR 97219 f rWI 1 /t EACH SIDE 2" FROM CONN.SHEAR tl i *5 `� T 503-419-2500 rri III: m� ( ) PL,TYP. ; ,' E, — t1J ter METAL DEC CONCRETE ON 2"MIN. STEEL ANGLE, '�-�%! 1 e STRUCTURAL ENGINEER REF. 557.02 !` T.O.STEEL X 3 i �� Catena Engineers 1 STEEL CHANNEL 1 1/2"�` I ra PL 3/8x6 W/ (2) 7/8"0 A325 BOLTS 1500 NE Irving St., Suite 412 EL REF. PLAN CANTILEVERED STEEL CHANNEL, TYP• i� PROVIDE VERT, LONG SLOTTED Portland, OR 97232 NNN. REF. 12/56.51 FOR CONNECTION M } IT(503-467-4980 � HOLES IN PL &STD HOLES IN WF � TO CHANNEL \ L4D ri SNUG TIGHTEN / MECHANICAL ELECTRICAL & WFbp GIRDER I ` k PLUMBING ENGINEER ' ' Glumac W F BEAM — 1 1/2"2„ 1 900 SW Fifth Ave.,Suite 1600 r : Portland, OR 97204 T(503)-227-5280 i 0 BOXED WF GIRDER DETAIL NOTES: N\NWF GIRDER FOOD SERVICE CONSULTANT 1. REF. 2/S6.01 FOR CONN. INFO NOT SHOWN. Webb Foodservice Design 1 1/2"= 1`-0" i-/} 2. CONNECTION IN THIS DETAIL SHALL COMPLY WITH • REQUIREMENT OF SFRS, i.e. PROVIDE CLASS A SLIP CRITICAL 3700 SE Lafayette Ct. PAYING SURFACES AND FULLY PRE TENSION BOLTS AT WF Portland, OR 97202T(503)-236-8566 - WF BEAM BEAM-TO-BEAM CONNECTION AND SFRS WELDS. REFER TO CL OF WF BEAM SECTION X11.6 ON S0.01 ACOUSTIC &AV CONSULTANT PL 7/8x6xCONT. BETWEEN The Greenbusch Group WF COLUMNS, I CANTILEVERED CHANNEL DETAIL1900 W. Nickerson ONN WFWF GIRDER CONCRETE ON METAL Seattle,WA/ 98119St'Suite 201 DECK,TYP. 1 1/T= 1'-0" 1 1/2"= 1'-0" T 206-378-0569 T.O.SLABS_ COST CONSULTANT a I- a , , EL.:201'-0" °_ 4a Z 4 D Construction Focus ° 4 740 Almaden St. OU Eugene,OR 97402 ii ,L I T 541-686-2031 = FULL DEPTH STIFFENER0 O CT F.S.TO RECEIVE A.S. � NV V S. REF. ii KICKER. REF. PLAN, U 5 .�E,� PIN PLAN 4/ 5/S6.01 AND 5/56.02 �V �S� 5/16 3-12 i1 I 1 1 0 REF. PLAN i I I .(�, i9. 7- 5/16 3-12 ii T.O.SLAB� �e I I EL.: 199'-0" CONC. ON ii, METAL DECK I I I s I 1 OREGON -. • - �� � a� °4 _ i 1 1 1 sp L T.O.SLAB I / '7-1- EL.: REF. PLAN ° �TK4 WF GIRDER ig p3/4"0x4 1/2" HEADED STUDS ° $ ' 4° ..�4 _ a 4 @ 24"o.c. APPLIED TO BOTTOM ° 40 1 1 EXPIRES:08/30/2020Ci 0 $08.20 ° � INTERIOR STUD WALL 4 4+° 9 ° n it REF.ARCH. \ 1/4 ]1' FLANGE OF WF GIRDER4 - _ _ _ HSS4x4x114 ) TYP./ HANGER � r� KNIFE PL. REF. 4/56.02. END PL °° 1/4. > I 1/2" FROM F.S. FACE OF HSS { t T.O.STEEL 1/4 I BENT PL 1 EL.: REF. PLAN 1/4 WF BEAM,TYP. REF.3/S6.51 VERIFY __ _ as 1 W/ PARTITION vvI 1 PROVIDER N LU SLOPED CONC. / I Q i ON METAL DECK HSS PARTITION 1/4/ WF COLUMN 8 BRIDGE COMPOSITE DECK CONNECTION E°- 4 a °d SUPPORT BEAM °4 1"= 1'-0" d />i // 1 ra - c4" - a PL 5/16 W/ ERECTION ¢ d BOLTS AS REQUIRED 4Q WF GIRDER • � " Ar REF. PLAN GAUGE METAL CLOSURE PL ALIGN W/WF FLANGE EDGE SLOPED WF BEAM REF. PLAN NOTES: 1. HSS PARTITION SUPPORT DESIGNED FOR 140# PER FOOT VERTICAL LOAD FROM MOVABLE PARTITION. � T; �, -, 2. CONTRACTOR TO VERIFY BEAM CRITERIA WITH PARTITION REF. PLAN f MANUFACTURER PRIOR TO FABRICATION. 3 REVISION 8/21/18 2 REVISION 8/08/18 411111 RAMP DECK TRANSITION PA/2„= 1.-0.. RTITION SUPPORT BEAM TO COLUMN CONNECTION REVISION 7/20/18 1 1/2"= 1'-0" 1 1 I # REVISIONS DATE ce w Z . ael l O U CONC. ON DECK L1J I T.O.SLAB - co METAL ROOF DECK ° a°-. , ,i e _ d 8- O I � EL.: REF. PLAN d d- d PL 3/8 BENT PL, REF. 4/56.51 SIM. U STEEL OWJ, REF. 1/S6.15 ° d , / - /r__•. .__.\ ds jib T.O.STEEL EL.: REF. PLAN '� Al 1" ' '�' TIGARD TUALATIN SD 5116 'I; •� 1 5/36 _ CD <> TIGARD ISI �1 w ce _ I T.O.STEEL - - - ' EL.: REF. PLAN HIGH , z - , � MAX. SCHOOL ,_ \, „„ i v., I _ r-- �� I z,,, � ` HSS HANGER _�I I 1/41 f WF GIRDER 1/ 9000 SW DURHAM RD. 13r - TIGARD, OR.97224 I I JOB NO: 16992.00 SLOPED WF GIRDER - -n I I ISSUE DATE: June 19,2018 FULL-DEPTH STIFFENER PLI -____,-.\— H — I T.O.STEEL W/ (4) 7/8"0 A325 BOLTS, T EL.: REF. PLAN Jurisdiction Stamp Area REF.5/56.01 FOR ADD'L INFO VERIFY W/ PARTITION v PROVIDER WF GIRDER, REF. PLAN TRIM TOP N.S. N. FLANGE AT CONNECTION & REF.3/S6.02 I FOR CONN.TO WF COLUMN \ I PL 5/16 W/ ERECTION /2"RET. HSS PARTITION WF COLUMN, BOLTS AS REQUIRED 1/41/ \EA.SIDE SUPPORT BEAM REF. PLAN A STEEL DETAILS V NOTES: a 1. HSS PARTITION SUPPORT DESIGNED FOR 140# ti PER FOOT VERTICAL LOAD FROM MOVABLE PARTITION. L U 2. CONTRACTOR TO VERIFY BEAM CRITERIA WITH PARTITION MANUFACTURER PRIOR TO FABRICATION. 1--- co co N STEEL DETAIL PARTITION SUPPORT BEAM TO HANGER CONNECTION ct A Q6 13 N SU . co 1 112”= 1'-0" 1 112"= 1'-0" � A 0 bassetti T.O.0 PARAPPET architects METAL ROOF I 1! I EL: REF. PLAN DECK,TYP. I 1" 1" BENT PL 7YREF. 4/S6.51 T.O. PARAPPET 721 NW 9TH Ave, Suite 350 1.....„--------- , REF. PLAN EL.: REF. PLAN Portland, Oregon 97209 I T (206) 340 9500 F (206) 340 9519 1 ,, T.O. COLUMN db,_ EL.: REF. PLAN AlY BENT PLATE, REF. 4/S6.51 I -0_ 600S162-54 @ 16"o.c. CIVIL ENGINEER & LANDSCAPE BENT PL ASSEMBLY I HSS5x3x1/4,SPAN Cardno REF. 6/S6.14 BETWEEN GYM OWJ Portland,OR 97219 T.O.STEEL TSN VERTICLIP SL6600 BENT PLATE, 6720 Sd,Macadam Ave Suite 200, LOCATIONS - - ` - - - - - - - - - - - ` - , - EL.: REF. PLAN C I / W/(3) #12 SMS INTO REF.4/S6.51 T(503)-4192500 - = I G i STUD AND (2) 0,157"1 SLOPED METAL 1 I: 4HILX- P.A.F. INTO STRUCTURAL ENGINEER I \ I t f i 11 ( , BENT PL ROOF DECK I DRIFTRACK, Catena Engineers r - r1 REF. 7/57.01 f f 1500 NE Irvin St. Suite 412 f g Portland,OR 97232 is i I I ;�:' U • L�� ©s T(503)-467-4980 I �\ U T.O.STEEL � ! I �� \ u MECHANICAL ELECTRICAL & I -rte � EL.: REF. PLAN I I 1/4 2-12 PLUMBING ENGINEER I bl I ! 0 1/4 2-12 Glumac WF GIRDER (HIGH) '-- 900 SW Fifth Ave.,Suite 1600 lal Portland, OR ( I _ _ _ 1/4 /AT OWJ T(503)-227-5280 97204 ''ash 1/4 \ �� I I II FOOD SERVICE CONSULTANT laP I I `'y 7'"--77-770 Webb Foodservice Design WF BEAM, TYP. oz. I I I `J 3700 SE Lafayette Ct. STEEL OWJ I I T(503)-236-8566 02 - - — — BY OTHERS I A I ACOUSTIC & AV CONSULTANT ' I I KNIFE PL �� COLD FORMED I REF. 4/56.02 -- --,-- METAL STUDS. REF. ELEVATIONS The Greenbusch Group - - - - I I I BOTTOM TRACK ON 1900 W. Nickerson St.,Suite 201 FOR CONNECTION I I I I PERPENDICULAR INFO. Seattle,WA 98119 METAL ROOF DECK, �„ T 206-378-0569 WF GIRDER I HSS POST I I REF. 5/S7.03 -62 REF. PLAN I > COST CONSULTANT /� HSS COLUMN, REF. 4/S6.02 �/ FOR CAP PL INFO — — Construction Focus j : v 1\.. \() 740 Almaden St. Eugene, OR 97402 T 541-686-2031 METAL DECK TYP. METAL ROOF y.c�V C TUA GYM ROOF CONNECTION T.O.STEEL T,O.STEEL DECK �e:4\ a PRO44 F. EL: REF. PLAN //,1,/._2_i 'fi]�,`�7 �' f 9 6 1112"= 1'-0" EL: REF. PLAN `F - ��� r � � 1 SLOPED WF GIRDER, LK / BOTTOM TRACK, i , GO REF. PLAN REF.3/S6.14 } 'RCN 6,1.0 � CI WF GIRDER (LOW) —'r II ' - 201$.08.20 • ^^ EXPIRES:08/30/2020 1" METAL ROOF BENT PL NOTE: LI • i ,-,-,--,-;- • ,,L U y DECK,TYP. REF. 5/S6.06 REF.8/S6.14 FOR 'I CONNECTION INFO '\- NOT SHOWN. BENT PL &STEM FL, I 1l, REF. 2/S6.15 „ __ _. N Q 'jj T.O.STEEL 0_ 1 17REF. PLAN r GYM ROOFCONNECTION ROOF DETAIL , lb) 1 1/2"= l'-0" 1 1/2"= 1'-0" Ctill 0 ONTINUITY PL v mri 41I Vir WF BEAM, TYP. STIFFENER PL rr SLOPED METAL ROOF DECK,TYP, I.,- ,,-;"',. /.1 L) (51 U OWJ BY OTHERS GI U L REF. 3/S6.01 ' / - I T.O. PARAPPET J /Li U ! �I 1 EL.: REF.PLAN / IBENT PL \\- BRBF GIRDER REF. PLAN CONTINUITY PL & 6/S8.01 FOR CONN. �2" WF COLUMN INFO TO WF COLUMN )11 J REF. PLAN /REF. PLAN FLANGE T.O.STEEL V EL: REF. PLAN � \\\ - - V 1/4 TOP 1 REVISION 8/08/18 CHORD BENT PLATE, 1/4 \TO PL REF. 4/56.51 `I 6005162-54 @ 16"o.c. /t\t ` PL 5/16x5x0'-6"CENTERED I REVISIONS DATE SLOPED WF GIRDER, _�: ON OWJ BEARING SEAT REF. PLAN HSS, REF. 3/S6.14 1/a /PL TO METAL ROOF TSN VERTICLIP 0 I GYM ROOF CONNECTION 1'4 DECK TYP. i WF [ ii ui 1 112"= l'-0" NOTE: N REF. 5/56.14 FOR INFORMATION1-. . LILf NOT SHOWN = .:- � L3x3x54miIxCONT. 1/42-12 FASTENED TO HSS W/ 1/4 2-12 #12 SCREWS @ 12"o,c. 0 LOW OWJ ROOF CONNECTION 0 4 1 1/2"= 1'-0" TIGARD TUALATIN SD METAL ROOF HSS BEAM AT SIM. DECK TYP. \ TIG1\RD METAL ROOF REF, 3/56.14 TOP DECK \ 1/4 4 /CHORD \\ TOP U LI 1/4 4 \TO CAPH H 1/4 4 CHORD Ilif PL - / L LILI � BENTPL5/16xCONT. BETWEEN LI ,] / PL i BOTTOM TRACK s c H o o L HSS POSTS,TAPER BOTTOM TO N MATCH ROOF SLOPE. TERMINATE 1"FROM HSS POST I I Z/.1 \-() S-I I I z O EQ EQif— SLOPED METAL ROOF DECK,TYP. L6x4x3/8 W/ (2) -' I LI EQ/EQ/ w f u L 11 LI 71$"Q} A325 BOLTS 1 1/2"-) 9000 SW DURHAM RD. �C J i' TIGARD, OR.97224 CAP PL T.O.STEEL CAP PL 3/8 I 3/16N TO HSSU .i - i EL: REF. PLAN I UJOB NO: 16992.00 T.O.STEEL _iS T.O-STEEL MJ \� J' EL: REF. PLAN 1/4>1143 12 3-12 EL: REF. PLAN ISSUE DATE: June 19,2018 va Jurisdiction Stamp Area CAP PL 3/8 STEEL OWJ /CAP PLa 3/16/ PL 5/16, SLOPE TO MATCH __ BY OTHERS 3/16 \TO HSS STEEL OWJ T.O.STEEL ROOF NBY OTHERS46 EL: REF. PLAN HSS8x6x1/4 POST. CENTER ON WF 1/4> 3-12 HS5 COLUMN, REF. PLAN GIRDER. COORD W/JOIST 1/43-12 PROVIDER OF LENGTH NEEDED. TRIM IN FIELD If REQ'D. '� SLOPED WF GIRDER, SLOPED WF GIRDER, WF BEAM.TRIM TOP REF. PLAN REF. PLAN ---.--. SLOPED WF GIRDER, N.S. FLANGE AT REF. PLAN = CONNECTION r '7-1, // A NOTE: REF. 3/S6.14 FOR STEEL DETAILS INFORMATION NOT SHOWN, aw 0) r~ CO c) I— co 2 N GYM ROOF CONNECTION GYM ROOF CONNECTION BENT PLATE AT ROOF INTERSECTION GYM ROOF CONNECTION w 56 . 14 1 1/2"= 1'-0' $ 11/2"= 1`-0" 11/2"= 1'-0" 1 1/2"= 1'-0" e, ,-* J-A. ,---k ,-k ,.� @R--..I / CONC. ON DECK___. co METAL ROOF BECK bassett/ _$T.O.SLAB 1/4 4 EL.: REF. PLAN ' -- i :, o 1"MAX. architects jd d 1/4 4 Q . , - is '' ° - '° d-Lu - 1 co BENT PL, "• • ANGLE\ 1/4 4-12 I { REF. 3/S6.51 • I- 1I 721 NW 9TH Ave, Suite 350 TO HSS / 1/4 4-12 ,�I N Portland, Oregon 97209 L4x4x5/16 x CONT. DI I EQ EQ T (206) 340 9500 F (206) 340 9519 STOP LEDGER 1" I / ` w FROM BEAM FLANGE � T.O.STEEL I HSS BEAM # ce WF GIRDER, i " EL.: REF. PLAN 11-1 REF. PLAN CIVIL ENGINEER & LANDSCAPE CONC. ON DECK , 1,, 0:=1):):/:.„1:1M AX. T.O. HSS STEEL Cardno EL.: REF. PLAN SHEAR PL 1/4x8x0 8 EA. PL 1/4 x HSS HANGER - �a Portland,OR 976720 SW Macadam Ave Suite 200, 46 T.O.SLAB + //// SIDE CENTERED VERTICALLY L� EL.: REF. PLAN 4 1� 114 / HSS BEAM ON HSS BEAM i WIDTH + 1"CENTERED co 1 I 1 5/161( SLOPED WF BEAM TRIM N.S. T(503)-419-2500 d e'e. 4. II 1/4 TO PL 1/�„ AT HSS WIDTH `J 5116 ASR Q D CONNECT TOFLANGE AT ION WF STRUCTURAL'`---- HSS GIRDER MAX. - BOLTS.GIRDER W/ (3) /840 A325N� Catena Engineers T.O.STEEL / r �'' (PROVIDE ( ) 1500 NE EL.: REF. PLAN 117711 / > + + 1" A325N BOLTS AT SIM. W/ (2) Portland, OR Irving723Suite uite412 PL TRIM + 1/2"� AS REQ'D CONNECTING INTO BEAM 1 1/2" WEB AND (2) INTO TRIMMED T(503)467-4980 1/41> / PL TO �a I r �� STEEL OWJ MAX. PL) 1/4 \ WF FLANGE 1 w w 1 I ( ,x, (4)`� MECHANICAL ELECTRICAL & I IW.P. - ANGLE STRUT .mo, a, . PLUMBING ENGINEER r, I I 1---- •., I I Glumac vw PL 1/4 `lr' `1r' 900 SW Fifth Ave.,Suite 1600 o I ll Portland, OR 97204 — WF GIRDER, T(503)-227-5280 PL 1x6 x WF FLANGE 1/4 III REF. 3/6D2 FOR CONN. WIDTH- 1" CENTERED ( 114 II TO WF COLUMN FOOD SERVICE CONSULTANT ON WF BEAM 3" RETURN \ I Webb Foodservice Design I REF. LADNR (LOW) T&B / 1/4 II WF COLUMN V HSS HANGER I Portland, OR 972021 NOTE: REF. PLAN 1 II (NOT AT SIM.) T(503)-236-8566 REF. 5/S6.02 FOR ANGLE STRUT CONNECTION I INFO NOT NOTED. ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 0CONNECTION DETAIL CANOPY HANGER CONNECTION SLOPED ROOF CONNECTION T206-378-0569 1"= 1'-0" "'r 1 112"= 1'-0" 1 1/2"= t' o" COST CONSULTANT Construction Focus 600OTK C740 Almaden St. AS REQT150'D54 AT TSTUDSP WC KI HS CLIPES Eugene,OR 97402 CIO CI T 541-686-2031 T.O. PARAPET 5.00 P x,9'4( S6 I 1 I I EL: REF. ARCH. y��4�s s ' 14irlikIF METAL S 7,2 DECK TYP. 1 2 1 / 3„ ` AT,/ TSN VERTICLIPSLB600-54 �R: 0 - � -I 1 I 9� +�� 2018.08.20 1VCOLD-FORMED T.O.STEEL EXPIRES:08/90/2020 / METAL STUDS EL.: REF. PLAN - ' r l \ '� I 1 / REF. ELEVATION r, �v I :J IBENT PL 5116 x CONT. _.:>,....1 1 I CHANNEL REF. PLAN Arh1 T.O. SLAB$,... T.O.STEEL TSN DRIFTTRAK, &4/S6.02 FOR vv 1 EL.: REF. PLAN EL.: REF. PLAN REF. 12/7.01 CONN. INFO WF BEAM, REF.3/S6.01 FOR CONN. INFO III TAPERED STEM PL 5/16 x CONT.TERMINATE 1" I 6005162 54 @ 16"a.c. AI 3 1/2" i FROM FACE OF HSS POST. AT HSS COLUMN BELOW, 1 HSS BEAM EXTEND OVER TOP OF COLUMN AND PROVIDE 1" 1 I �: MAX. GAP BETWEEN B.O. PL &T.O. COLUMN I 5/16 3-12 /T&B - = I11 Lr1_\�. 5116 3-12 LJ/111 I I I HSS4x4x1/4 POST, (CUT BOTTOM TO MATCH SLOPE I I � , OF WF GIRDER) REF. 4/S6.02 FOR CAP PL INFO IAN 1 BOTTOM TRACK \� I 1 I I Q 1/4 1/4 / REF.5/S7.03 L9 I 11I I w 1/4 114 I a 4 I //' 1 NN HSS BEAM \L:711 A.N. I I O T.O.STEEL ,-� 1 l - - 1 T.O.STEEL EL.: REF. PLAN 1 1 r 11 r - - - �11 ti IEL.: REF. PLAN -- �, � ` _ - � � _ I 1 my 01 © - MC BEAM W/ (4) 718"0 1 112" L� 7Z i WF COLUMN I A325N BOLTS THRU � _ ; REF. PLAN III 1 1/2" COLUMN FLANGE = - I 1/2„ I NOTE: SHEAR PL 1/4x6x0'-4" EA.SIDE METAL ROOF DECK NOT OF HSS CENTERED VERTICALLY II SHOWN FOR CLARITY. ON LONGITUDINAL HSS 2 REVISION 8/21/18 ____ W/ (2) 3/4"0 A307 THRU-BOLTS � WE BEAM, REFI ` 12/56.01 1 REVISION 8/08/18 HSS GIRDER FOR CONN. INFO FULL-DEPTH STIFFENER #\ REVISIONS DATE EA.SIDE OF SLOPED WF WE GIRDER NOTE: GIRDER, REF. 5/56.01 I REF. PLAN CONCRETE SLAB ON DECK NOT SHOWN FOR CLARITY. CHANNEL CONNECTION CANOPY DETAIL ROOF TRANSITION CONNECTION 8 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" 2" 1/2 /MIN. r ® I � BENT PL, REF. 4/S6.51 T.O.STEEL r -_..._.._ ..0 EL: REF. PLAN 7' 'S 1 ;; I " TIGARD TUALATIN SD - <> @I I �� KNIFE PL, REF. 4/56.02 f TIGARD 1/ COLD-FORMED `D 1 METAL STUDS If WF BEAM (HIGH) HIGH REF. ELEVATION - I DRAG PL 1/2X12 CHANNEL, REF. 4/S6.02 SCHOOL FOR CONN. INFO 5/16 5/16 METAL ROOF DECK © I HSS4x4x1/4 POST 9000 SW DURHAM RD. METAL ROOF TIGARD,OR.97224 5/16 V DECK,TYP. 46 T.O.STEEL ,.REF. PLAN I I EL.: JOB NO: 16992.00 I — — — -- — — T — , ISSUE DATE: June 19, 2018 r, '7''I T.O.STEEL j T.O.STEEL �. 1 1 / 1 E Jurisdiction Stamp Area �_— ( EL.: REF. PLAN EL.: REF. PLAN 1 Ip I HSS GIRDER, 1 I I C bli a REF. PLAN • I `� I L i 1 f - ILS�4J . „ �( (�t SHEAR PL, REF. 2/S6.01 I FOR THICKNESS & ff,a WF BEAM, rip REQUIRED NUMBER OF REF. PLAN BOLTS CENTERED ON I WF BEAM, REF. DEPTH OF HSS GIRDER PLAN AND 2/56.01 � ,J1� FOR CONNECTION WF BEAM (LOW) STEEL DETAILS HSS WIND GIRT, INFORMATION 2 REF. ELEVATION dL BEAM Iw a c7; 11{1 REF. PLAN e NOTE: 1 CO REF. 2/56.15 FOR INFO NOT SHOWN. iii cD SLOPED WF GIRDER CANOPY DETAIL ROOF TRANSITION CONNECTIONS6. 15 co C e Cb 0 MI CL GIRDER EL.: REF.REF. ARCH. i IJasSl3tti I • 2x6 WALL & NAILER, I I I 1 architects METAL ROOF DECK REF. 12/57.56 600T150-54 TOP TRACK -� - SPLICE AS REQ'D AT I I PLYWOOD SHEATHING, STUD W/CLIPS BENT PL METAL ROOF DECK I I COLD FORMED METAL REF. PLAN,TYP. REF.4/S6.51 TYP. 721 NW 9TH Ave, Suite 350 STUDS, REF.8/S7.02 I I Portland, 1I I _ _ -_ ffi E T 206 340r9500 F7(206) 340 9519 PANEL EDGE NAILING LI \--S T.O.STEEL I I I VERTICLIP Y EL.: REF. PLAN I I l REF. 1/57.02 I A , \ 13.O.PLYWOOD I I T.O.STEEL (HIGH) CIVIL ENGINEER & LANDSCAPE J� I I TYP. ° �_ //i / /i //" i/ /i / / i, I • EL.: REF. PLAN I I I I-JOIST (BY OTHERS) 1/4//4 V EL.: VARIES I r, / b00S162 54 @ 16"o.c. Cardno 6720 SW Macadam Ave Suite 200, M-.1 I . I Portland, OR 97219 I ) T(503)-419-2500 di B.O. PLY /// \//,' ,�, ///-„�/ /// �1lb - I WF BEAM (HIGH) Al I ) I I FULL DEPTH STIFFENER PL ` I L� • EACH SIDE, REF. 5/56.01 EL.:VARIES gni I REF. PLAN STRUCTURAL ENGINEER ; / \ 1 I + - „ fI I Catena Engineers 112”MAX. 1 • I I 1500 NE Irving St., Suite 412 al G I } } Portland OR 97232 -4980 ) HSS5x5x3/8 HANGER I I WF BEAM,TRIM NS I I FLANGE AS REQ'D. (" f f I T(503)467 - MECHANICAL ELECTRICAL & \ -,--,-/L, GAUGE METAL CLOSURE -T l r� 1 -L/\/_ PLUMBING ENGINEER I Glumac \ I I CONCRETE WEB STIFFENER, I 900 SW Fifth Ave.,Suite 1600 C( I I SLAB ON DECK EACH SIDE l N� A� I I I Portland, OR 97204 ANGLE STRUT \ 5/16 V i I- - II UPPER LEVEL I I I T(503)-227-5280 d r b q - a SIMPSON TOP FLANGE \ BOTTOM TRACK REF. 5/S6.02 \ A ,.4. e A° Q d �.. • a EL.:208' 0" HANGER, REF.8/S7.52 ) I REF. 5/S7.03 I Q -1 FOOD SERVICE CONSULTANT ~�-�° .a. . - . _ •.`° .$ v �• 11/4-AL w 04 Webb Foodservice Design ■' GL BEAM I I z LL, \ TYP.\ 3.. f I o U p 3700 SE Lafayette Ct. � .a ° 1/4IL116- 1- z Portland, OR 97202 N. i - 1 - - -0 1/2''' '' 1 1/2" (2) 3/4"0A307 '� - ,� ce LLA ,,, T(503)-236-8566 ta -- MAX. THROUGH BOLTS I 1,11 12 I A HSS HANGER / . � *6'1 WF BEAM 7 I ACOUSTIC &AV CONSULTANT t;•5) I �v i BOTTOM PL 1/2x4 1/2x0'-6 1/2" I PL 3/8 �� The Greenbusch Group \ 3/8 _ J SIDE PL 3/8 EA. 1= 1 TYP. KNIFE PL - - - - _ T.O.STEEL (LOW) Nickerson St.,Suite 201 318 1/2"--fie we/ SIDE OF GL BEAM ` EL.: REF. PLAN CL BEAM Seattle,WA 98119 STEEL OWJ i 206-378-05 BY OTHERS 69 PL 3/8 LI:ID — A� COST CONSULTANT , - W(P. Construction Focus ANGLE STRUT I• 1 I1 \ ISt Eugen740 Aie,OR 97402 • GL TO WF BEAM CONNECTION T54,$$62031 WF BEAM 1 1/2 1'-0" WF BEAM {LOW) KNIFE PL 1/2 W F BEAM REF. PLAN 5/16 (2) REF. PLAN GJ,C�'VC+TI//Qgt 5116 •ED P. i TYP. k „-11 \/ lid s�°NOTE: 4_ rSECTION A-A REFER TO 2/S6.01 FOR CONNECTION i INFORMATION NOT SHOWN. • •EGO DETAIL *oc„,,�.,, ,Z► BACK PL 3/8x(GL BEAM1 112"= 1'-0" OH M HANGER CONNECTION DETAIL TYP.\ WIDTH 1 3/41)(0.-2") 2018.08.20 1/4 V EXPIRES:0818Q12020 0 . 1 1/2"= 1'-0" PLYWOOD SIDE PL 3/8x5x(V-3") SHEATHING TYP \ EACH SIDE OF GL BEAM O 1/4 KNN 1/2" W/ (2) 314"0 ASTM A307 O MAX. THROUGH BOLTS 0 U _ (E) GLULAM BEAM T.O.STEEL 1%/ /�f �/ /rte /rf //i' //� // /,�/ �' ;' ,, /f / ,/- ,/,./,/,./ - -/// //i /// /7/ -/ /7/ .//,- I • B.O.PLY$_ - W/ L4x4 EACH SIDE EL.: REF. PLAN I \ I' EL.T EF. PLAN (N) HSS COLUMN, WELDED TO (E) W12. REF. PLAN BEAM BEARS ON (EJ I I WF, V.I.F. 0 I I TEE SHEAR PL, I I I I I I REF. 6/S6.02 TO (E) W12 AND TS8x3J II SUPPORT (E) I I BUILT-UP BEAM I I -0 I ash I NIPI I II T.O.STEEL \ Aa I 1/4 4 `w 1 I r� f� II METAL ROOF DECK EL: V.I.F. taw I 1/4 4 - \ II t1 �.7 HJii vi r: 1I i Irf Ii /21 NIL I I� \ fj I I Z I I WF BEAMW/ BUILTUP I I / 3" / 6 2" IIII / -, _ TEE AT CONN.TO HSS, - -\-- - _ I — _ REF. 6/S6.02 1" 1/4 I / -TYP. MAX.b ' I I V T.O.STEEL \ I _- A \ ' I IIf EL.: REF. PLAN I STEEL OWJ 1 I HSS COLUMN, I I BOTTOM PL't'x5x(GL BEAM III BY OTHERS TRIM O BEAM I REF. PLAN —I 1 WIDTH + 1 3/4") I1 AS SHOWN I TRIM (E) ANGLE AS I REQ'D. AND FIELD DRILL I I I HOLES TO ALLOW FOR I I NOTE: I _ NEW CONNECTION _ t' = 3/4" FOR 5 1/8"WIDE GL BEAMS III - BEARING _ t' = 1" FOR 6 3/4"AND 8 3/4"WIDE GL BEAMS I1 PL 3/4" 1 REVISION 8/08/18 1, 4\t REVISIONS DATE --/\/-0 _ ---- ( E) BEAM TO HSS CONNECTION GL TO HSS COLUMN L TO 5/16 5/16 l\CBEARING ARINGPL ) SIDES I 1/2"= 1'-0" 1 1/2"= 1' 0" 1111 STEEL OWJ BEARING ON WF COLUMN CONNECTION 1/2 = �-0„ ND PIPE COLUMN, CN9 {� REF. PLAN T.O. WALL I EL.: REF.ARCH. TIGARD TUALATIN SD I I PIPE COLUMN BEYOND 46T.O.SLAB ' FULL DEPTH EL: REF. PLAN I BASE PL 3/4 TI GAR D STIFFENER PL TYP., 0- 1 1/2" I , REF. 5/56.01 1 I WF BEAM, HIGH I BASE PL BEYOND I REF. PLAN \ , 1Al/ / // // I SCAFCO SHAFT WALL 2 Ain . . SCHOOL I-STUD W/ NESTED STUD `f ��:- _ -�� ! � ins !Eli b Q 1 < iii / I , �� ND MY I in f TSN STIFFCLIP CL362/400-1 18(H) i \\ i A " A AT EA.STUD, FASTEN TO STUD t ,• tJ i W/ (9) #12 S.M.S. IN PATTERN 2 & /111TO WF OR HSS W/ 1/2"0 REDU CED 9000 SW DURHAM RD. Nu/ I - BASE THREADED WELD STUD — TIGARD,OR.97224 FULL DEPTH SHEAR PL WF GIRDER miJ ® m JOB NO: 16992.00 1,:r--21- ,-1��10 ED ® ISSUE DATE: June 19, 2018 G1 T.O.STEEL • f FULL DEPTH PL 1/4 , Nu/ EL.: REF. PLAN I Jurisdiction Stamp Area (4) 7/8"0 EACH SIDE OF WF k 1 - I GIRDER. ALIGN W/ f / A325N BOLTS J II • -__/'� y PIPE COLUMN WALL -•-- — —1 HSS OR WF BEAM, REF. PLAN II II II FULL DEPTH SHEAR PL AT WF BEAM II H SECTION A-A LOCATION. REF. 2/S6.01 FOR '1:_14:41 CONNECTION INFORMATION • J SCAFCO J-TRACK 7/ // /A SCAFCO W/ (2) 0.157"O P.A.F.S WF GIRDER, I NOTE: @ 24"o.c., PROVIDE REF. PLAN CONCRETE ON METAL DECK 1" DEFLECTION GAP • NOT SHOWN FOR CLARITY. I SCAFCO SHAFT WALL STEEL DETAILS I I-STUD W/ NESTED STUD M • REF. 15/57.03 I— 0_ co w N r-. ni- c7 F- co (15 2 N PIPE COLUMN CONNECTION SHAFT WALL DETAIL w S6 . 16 EL 1 NON-COMPOSITE METAL DECK PROPERTIES z n TYPE PROFILE WE OR HSS (gage) (in4l)/ft. (in3)/ft. (in )/ft COLUMN BUTT TIGHT OR PROVIDE CLINCH 20 0.216 0.235 0.248 WF BEAM,TYP. / 6 U U PROFILE CLOSURE PLATES TIGHT' bassetti1 TYP. I / r AT DECK HIGH FLUTES ONLY; DO NOT CLOSE B' \THEN B -c.1 3' 0., >` 18 0.302 0.322 0.335 16 0.377 0.411 0.417 WELD J' L architects / SIMILAR AT �LAI�I1/2'', A' U COMPOSITE OFFSET - 20 0.780 0.466 0.548 CL G �- - - ALTERNATE A'U COLUMN A U q' (} BUTTON PUNCH N )N 2' 0„ I 18 1.146 0.664 0.737 I \ii , * 16 1.542 0.851 0,914 721 NW 9TH Ave, Suite 350 {- \-1 f Portland, Oregon 97209 ,- _ -, i1, T (206) 340 9500 F (206) 340 9519 PLACE TOP CONCRETE SLAB T REINF. PARALLEL ON METAL DECK 2"MIN. DECK DEFORMED WITH DECK FLUTE ce BEARING,TYP. 1 1/2"MIN. DECK I COMPOSITE METAL DECK PROPERTIES BAR c, J SLAB REINF LAP JOINT AT ROOF DECK BUTT JOINT AT COMPOSITE DECK BEARING,TYP. THK. I +S -S vCIVIL ENGINEER & LANDSCAPE ANCHOR, TYP. TYPE PROFILE (gage) (in.'}/ft. (in3]/ft. (in3}/ft 4 A. END JOINTS B. SIDE LAP C. DECK PARALLEL TO FRAMING D. DECK PERPENDICULAR TO FRAMINGCardno a 20 0.896 0.534 0.564 _ • -.° - ° - - - • 6720 SW Macadam Ave Suite 200, A! / \ .► ° = . ° ° a .-1° ° W3 18 1.203 0.767 0.767 Portland,OR 97219 . - o . ° T(503}-019-25Q0 WELD SCHEDULE 3' °" PROVIDE 16 GA 9 �. / 16 1.509 0.960 0.960 CLOSURE PLATE,TYP. CLOSURE AT GAPS b NOTE: 'B' STRUCTURAL ENGINEER SLAB SUPPORT 3 AT COMPOSITE METAL DECK, ALTERNATE BUTTON 20 0.423 0.361 0.370 ANGLES, REFI/S6.51 1"GAP t DECK TYPE LOCATIONS 'A' C PUNCH REMARKS Catena Engineers 56.51 REINFORCING AT CONCRETE SHEAR STUDS ARE ACCEPTABLE SIDE SEAM WELD TOP SEAM WELD W2 r I� 18 0.555 0.510 0.511 . c'i 3' -0" 1500 NE Irving St,Suite 412 IN LIEU OF WELD ATTACHMENT COMPOSITE L M N ( PLAN ) SLAB ON METAL DECK TO STEEL FRAMING ONE FOR ALL 3/4"0 @ 12"o.c. 11/70 @ 24"o.c. 1 1/2"0@24"o.c. 3/4"0@ 12"o.c. 3/16"0@ 18"o.c. SEENOTE 16 0.694 0.639 0.639 Portland,OR 97232 1 EDGE OF METAL DECK AT COUONE PROVIDED THERE ISA METAL DECK T(503)-467-4980 NON COMPOSITE i 1/2"0 e 4"o. ft-kr-Lr-I__r-l-r-1--r-L-1-Th 20 0.216 0.235 0.248 MINIMUM OF 1" BETWEEN EDGE ALL 3/4"� 8"o.c. 1 i/2"0 @ 24"o.c. 3/4"0 @ 6"o.c. O N.T.S. OF DECK AND STUD METAL DECK �� U.O.N. 2 B 18 0.302 0.322 0.335 MECHANICAL ELECTRICAL & N.T.S. CENTERLINE. NON COMPOSITE PENTHOUSE 3/4"0 @ 12"o.c. 1 1/2"0 @ 24"o.c. 1 1/2"0 @ 24"o.c. 3/4"0 @ 12"c.c. 3/16"0 @ 12"o.c. 3 0 PLUMBING ENGINEER METAL DECK ROOF 4 �`����N v V > 16 0.377 0.411 0.417 illa 411 Glumac '4 1 cq L 20 0.780 0.466 0.548 METAL DECK CONNECTIONS900 SW Fifth Ave.,Suite 1 fi00 N 18 1.146 0.664 0.737 Portland, OR 97204 2' 0 T(503)-227-5280 yI/ I 1 6 1.542 0.851 0.914 N.T.S. FOOD SERVICE CONSULTANT �� `� Webb Foodservice Design L' NOTE: \ i 1. METAL DECK SHALL BE AS SHOWN WITH PROPERTIES CALCULATED IN 3700 SE Lafayette Ct. \ / ¢ ¢ 0 ACCORDANCE WITH THE LATEST EDITION OF THE AISI PUBLICATION Portland,OR 97202 Lu L''5 T(503)-236-8566 \ // �{ AT BEAMS LIGHTER THAN ml N "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL _ U U Ott MEMBERS". } 17 PLF, ALIGN CL OF STUD N. STAGGER 1" SPLIT DECK FULL ,4 1/2"MIN. 2. COMPOSITE DECK SHALL BE VENTED. ACOUSTIC & AV CONSULTANT ''6- :.a. '-\ \ 3"MAX. TRIM W/CL OF BEAM AND 71- MIN. LENGTH OF BEAM .. . -",---\ \ 1 1/2"MIN. • 'L' STUDS REMOVE METAL DECK 1 1/2"MIN. The Greenbusch Group TRIM REINF. TYP. I REINF.,TYP. 1900 W. Nickerson St., Suite 201 ` REF. 12/56.52 �f STIFFENING RIB AS , 3/4 01 1/2 12 METAL DECK PROPERTIES Seattle,WA 98119 !�a NECESSARY ■= ,. f -ii I ( NON-COMPOSITE & COMPOSITES T206378-0569 ■ �.•-- Au; --- Q ' - i _ 4COST CONSULTANT / A \ / PROVIDE SHORING ' '� '�� �� N.T.S. •4- - /- u M a ' _ ' / i NOTE: AS NECESSARY IF METAL Construction Focus R 1 t. FRAMING NOT SHOWN. OPENING IS CUT PRIOR TO SHORE SHORE METAL _ ° a �/� / DECK DECK y MIN. 18GA x CONT. Eugene, ne, OR 97402 <n / CONCRETE PLACEMENT SECTION A-A CLOSURE OR BEGIN T 541-686-203 1 \\ � = ° / / AT SMALL OPENINGS ONLY 1 1/2"MIN. NEW STRIP OF DECK TPLAN DESIGNATION uC.rU /` COMPOSITE SLAB W/ -^ ,q DECK SPANNING IN 5 �ED P•i - DIRECTION SHOWN CENTERED FLUTE ALIGNED FLUTE OFFSET FLUTE T BEAMT\ T . �.s� DIR C T _ _ I - = SHEAR STUD TO MATCH X. TYP. SIZE OF STUDS ON [X] [X Y X] T • Z X STUDS Y STUDS X STUDS � �l�J�, ►Or / / ADJACENT FRAMING \ 3/16 • ir, SMALL OPENINGS - PLAN @ 12"o.c. MAX., TYP. TYP. / 3116 4 1/2" ALIGN SHEAR STUD / 112/ OREGON CLOSURE PL I /MIN.'/ W/ CL BEAM U.O.N. MIN. ..- _ e Q - _ EX1 STUDS DISTRIBUTED NUMBER OF STUDS 9 �� OVER FULL LENGTH OF DIVIDED AMONG s`7N �( TK��'� 12'-0"MAX. , _aiL__ �0 0 0 0 0 a a a o \ BEAM MULTIPLE SECTIONS 2018.08.20 EL CL BEAM CL BEAMinIr a 0 0 0 0 0 0 o a o `• SEE NOTE 4 EXPIRES:06/30/2020 C8 1 NOTES: • FRAMING, REF. PLAN SINGLE ROW OF STUDS MULTIPLE ROWS OF STUDS 1. REFER TO PLAN FOR NUMBER OF STUDS [X]; WHERE NO NUMBER IS GIVEN, PROVIDE STUDS @ 12"o.c. MAXIMUM. COMPOSITE SLAB PL 1/4 x 3 1/2 x 0'-6"W/ 1 1/2 /2 W/ DECK (2) 7/8"0 BOLTS @ 3"o.c.,TYP. SECTION B-B NOTE: 2. STUDS SHALL BE SPACED EQUALLY ALONG THE LENGTH OF THE BEAM �� SPANNING IN AT FRAMED OPENINGS FOR TRIPLE ROW OF STUDS, USE SIMILAR SPACING WHERE METAL DECK IS PARALLEL TO BEAM. -DIRECTION SHOWN W/CENTER ROW OF STUDS PLACED OVER CL BEAM. N / 113. AT METAL DECK PERPENDICULAR OR SKEWED TO BEAM, THE FOLLOWING z N / WHERE CHANNEL -< NOTES: STUD ATTACHMENT / WHERE'S2' ¢ 1. 'FRAMED OPENINGS' SHALL 8E DEFINED AS SLAB OPENINGS OTHER THAN SHALL APPLY: J J6 • IF NUMBER OF STUDS [X] REQUIRES IN EXCESS OF (1) STUD PER RIB,STUDS / �. ; __ < 1' 0" 'SMALL OPENINGS' AND SLAB OPENINGS NOT OTHERWISE DETAILED IN THE SHALL BE PLACED IN DOUBLE ROWS STARTING AT EACH END OF BEAM; .° C8x11.` 'i STRUCTURAL DRAWINGS. N.T.S. Lu $ - • IF NUMBER OF STUDS [X] REQUIRES IN EXCESS OF (2) STUDS PER RIB,STUDS 0 tib ` - "` " ` ° °.X 0 2. 'SMALL OPENINGS' SHALL BE DEFINED AS OPENINGS THAT SATISFY ALL OF SHALL BE PROVIDED IN TRIPLE ROWS STARTING AT EACH END OF BEAM. z ' \ 4 • 1 z THE FOLLOWING: 4. STUDS SHALL BE SPACED EQUALLY BETWEEN PERPENDICULAR BEAMS x ` ° .. OMIT CHANNEL 'D' < 1'-4" (DIMENSION PERPENDICULAR TO DECK SPAN) WHERE NUMBER OF STUDS IS DIVIDED AMONG MULTIPLE SECTIONS. �. • kr?. WHERE'S' < 1'-6"AND iL 'L' < 2'-0" (DIMENSION PARALLEL TO DECK SPAN) b �- --',-,--<::::- - X n DECK IS 'X' OR 'Y' 32"AND NOT LESS THAN 4D, WHERE'D' - LARGEST 2"MIN111.- // 5. FIRST AND LAST STUDS SHALL BE PLACED WITHIN 1'-0" OF THE END OF THE �o co ( r �' a CONTINUOUS OVER - BEAM; AT BEAMS WITH TOP COVER PLATES,THE FIRST AND LAST STUDS U.. , DIMENSION OF ADJACENT OPENINGS. TYP. --\,'(\-- - - SHALL BE PLACED WITHIN 1'-0"OF THE ENDS OF THE PLATES. \ U U , FRAMING ��- 3116 V ` \ •- ;-,.4•- _ ; _-e- / / \ Z - BEAM,TYP. Z I - BEAM,TYP. 6. SHEAR STUDS SHALL BE AS FOLLOWS: • v 3. OMIT TRIM REINFORCING AT OPENINGS WHERE LARGEST DIMENSION<6". I COLUMN < � C8xl�� TOTALSLABTHICKNESS STUDSIZE BEAM,TYP. II �� 3/16 / / COLUMN �1 TYP. 5" 3/4"x 4 1/2" II . �> ��'� N• � „ N 3/16 A - 3"TYP. 'S' jo '1! '., >�• �r / I 194DECK SPAN DECK SPAN DECK SPAN /DECK SPAN WELDED SHEAR STUD LAYOUT DIRECTION DIRECTION DIRECTION DIRECTION FRAMED OPENING - PLAN COLUMN III o1 , �!it ii N.T.S. 41110 �� i� 3116 ii COMPOSITE DECK OPENING REINFORCING 7 // 77 G, L o J - II 3/16 TYP.N.T.S. II II L3x2xl/4 (LLN},TYP. t- L3x2x1/4 (LLH),TYP. f-� I -��- -^ - 3 REVISION 8/21/18 // // `�,, ,,,/ / w 2 REVISION 8/08/18 I COPE VERTICAL B. ONE-WAY COLUMN C. ONE-WAY COLUMN m 1 PLAN CHECK 8/21/18 ��II III �� I > L', 3'-0"MAX. U { ' LEG,TYP. ANGLE WHERE / TOP FLANGE / \ OCCURS AT SIM. REF. ARCH. L_.._ .-. REVISIONS DATE OMIT ANGLE WHERE'S' < 6" III III COVER PL, {00 L3x3x1/4 SUPPORT © REF. ARCH # - - Mite III 1 WHERE ANGLE,TYP. SLAB REINF. i7 `� OCCURS I NOTES: 1/4 V 3- 12 Z // L / it III i 2"MAX. EXCEPT WHERE 1. PROVIDE 16 GA CLOSURE AT GAPS AND VOIDS. I R III I GOVERNED BY COVER 2. OMIT SUPPORT ANGLES AT BEAMS WITHOUT TOP FLANGE COVER / Tf , ° \ / I PLATES WHEN 'D1' < 6" AT DECK SPAN PARALLEL TO COLUMN WEB + �♦ - °° -- - �� PLATE CLEARANCE ATBENT CLOSUREu _� \�I II III \ I BOTH ENDS OR; 'D2' < 6"AT DECK SPAN PERPENDICULAR TO COLUMN WEB. PL 5/16 x CONT. -\----ka° • .q. P ° ^ // in II- / _��_ 3. AT BEAMS WITH TOP FLANGE COVER PLATES, CUT METAL DECK TO W/ 1/2"0x36" d d a_ ° "4 ° o- Z /, I I N\ 1��� 5- CONTOUR OF PLATES. DRAB @ 18"o.c. a a - ° .. e I III \ LJl Ill A.TYPICAL 4. SIMILAR DETAILS APPLY AT PERIMETER COLUMNS. SEE NOTE 4 G ' .,, 5. WELD SIZE SHALL BE THE LARGER OF A.W.S MIN. AND THE SIZE ro '� III III \\ SHOWN. SHORE, / I • III II I` 1 i I I III III 1 TYP. AT DIAPHRAGM REINF. SEE NOTE 2 2 NOTES: [2J #5 x CONT. p _ } �� 3" MAX. ,L /EACH METAL DECK SUPPORT AT COLUMNS � I I ` AI I! II lA i 1 1/2"MIN.��i 3/4 U \LOW U.O.N. ON PLAN MIN. 1. REFER TO PLAN FOR DECK SPAN 1 I III H I _ T / FLUTE N.T.S. SEE\ 2. SHORE SLAB EDGE CLOSURE PLATE PRIOR S / L2x2x3/16,TYP.; EXTEND DIRECTION. 11 I I II H I r // PAST (4) HIGH DECK , I I I NOTE 3/ 1/4/ 3- 12 - _ FLUTES MIN. EACH SIDE 1 F TO CONCRETE PLACEMENT WHEN 'L' I III III "- / 3. THIS WELD IS NOT REQUIRED WHERE TIGARD TUALATIN SD EXCEEDS l'-6". \\ ] W Li / OF OPENING SECTION A-A CLOSURE PLATE IS INSTALLED IN THE FIELD. AT SMALL OPENINGS ONLY ��I� 4. PROVIDE (3) DBA's @ 2"o.c. CENTERED ON \\\ /� NON COMPOSITE DECK EACH STAIR STRINGER. TIGI\ RD r SPANNING IN DIRECTION SHOWN, / 'S' �! ' 'X' TYP. OU O J J HIGH V / 1/2" 1 1/2" \ 3/16 UI n 0 n SMALL OPENINGS - PLAN TYP'/ 3/16 V i' ' V COMPOSITE SLAB EDGE SCHOOL r -\ /- - rII I N.T.S. i II I u ID a ei 1 9'-0"MAX. f /� 3 I DEFORMED (3- I DEFORMED PL 1/4 x 4 x 0' 6 1/2" 56.51 I BAR 56.51 I ( I BAR 1/4 N3-12 9000 SW DURHAM RD. W/ (2) 7/8"0 BOLTS LOCATE CHANNEL II I ANCHOR, TYP. ANCHOR,TYP. 1/4 V 3-12 TIGARD, OR. 97224 ., FRAMING, REF. PLAN ) @ 3"o.c.,TYP. SECTION B-B UNDER LOW FLUTE Nr " II I REF. ARCH. AT FRAMED OPENINGS OF DECK CLOSEST COLUMN, I I WF OR HSS 12"MAX. U.O.N.\ N-ON-G-0M-PO&TE - TO OPENING REF. PLAN I I COLUMN, I Z \} / JOB NO: 16992.00 �r� SYHIVIV11Vle IfJ NOTES: REF. PLAN ] I N. METAL DECK, ISSUE DATE: June 19,2018 DIRECTION J IOWN 1. 'FRAMED OPENINGS' SHALL BE DEFINED AS DECK OPENINGS I I �� CLOSURE PLATE �� CLOSURE PLATE -- REF. PLAN FOR WF BEAM, WF BEAM, ] I SPAN DIRECTION Jurisdiction Stamp Area zNiOTHER THAN 'SMALL OPENINGS' AND DECK OPENINGS NOT I r in / OMIT CHANNEL OTHERWISE DETAILED IN THE STRUCTURAL DRAWINGS. REF. REF. I � Q WHERE ¢ PLAN, PLAN, l: `` / 1'-0" 2. 'SMALL OPENINGS'SHALL BE DEFINED AS OPENINGS THAT SATISFY TYP. I -,_ 5/16 V I TYP. f" I �_ •� L , fl i` 1..6x8.2 II:, ALL OF THE FOLLOWING: SUPPORTPL 1/2CL COLUMN _ s _ r SLAB SLAB SUPPORT ANGLES, ,� I I - 'D' < 2'-0" (DIMENSION PERPENDICULAR TO DECK SPAN) CL COLUMN _ _ _ _ _ c-` J/ TJ( z J Iz 'L' < 2'-0" (DIMENSION PARALLEL TO DECK SPAN] ��� _ _ i T I REF'7156.51 1 S f 1 - OMIT CHANNEL_. 'X' OR 'Y' > 32"AND NOT LESS THAN 4D, WHERE'D' = LARGESTt j �,/ �� / / 2" 2 MIN. � � PROVIDE 16 GA BENT PL 511 b x CONT. Q N - _ WHERE'S' <6"AND ¢ DIMENSION OF ADJACENT OPENINGS. 1NPROVIDE 16 GA \ c - - coo DECK IS 7-?zo �o �o MINUOUS OVER CLOSURE AT GAPS CLOSURE AT GAPS CO - I ( 1 - _ 1.71 WF OR HSS BEAM U U ! U FRAMING Li& / ^.r / REF. PLAN \ .\ o�6x8.z © 6.. ``p) © 6.. NAo!)) METAL DECK -.. LAP (1) #4x10' 0" < LAP (1) #4x10' 0 < / � y., .,"1/..Y.- 7, S6.51 TYP. 56.51 TYP. ' DETAILS W/ END DEFORMED W/END DEFORMEDI- CN / BAR ANCHOR,TYP. BAR ANCHOR,TYP. 3"TYP. 'S' fUi FRAMED OPENING - PLAN EDGE OF NON-COMPOSITE i- cy, 04E) NON-COMPOSITE DECK OPENING REINFORCING METAL DECK SUPPORT AT CORNER COLUMN METAL DECK 2 r N 84 O N.T.S. N.T.S. N.T.S. S6 . 51 N W : co CL 0 600T150-43 TOP TRACK. GRD CA ? bassett! SPLICE AS REQ'D. AT STUDS SLAB-ON-GRADE CONC. ON DECK/ architects REF. PLAN WI VERTICLIPS \ • TSN VERTICLIP @ 32"o.c. REF. 5/S7.03 N O w e ae. a , A T.O. PARAPET BEND CONT. I J 600T150 54 TOP TRACK, U REF. PLAN 721 NW 9TH Ave, Suite 350 ': -• • . : 4 :-"8'`P EL REF. ARCH. I I U I LOCATE SPLICES AS REED Portland, Oregon 97209 I + , 0"MIN. • I I 7 A 7/8"Sd A325 N BOLT 2"MAX. _ T (206) 340 9500 F (206) 340 9519 AT STUDS WITH STIFFCLIPS COLD FORMED 4 6005137 43 @ AT CONN. TO OWJ REF. ARCH. METAL ROOF DECK -\ - METAL STUDS, I 16"o.c. I � ' REF. 8/57.02 ••_.: _e Q I I PL1/4 AT CONN. TO OWJ f I I T' I - -� - GAUGE METAL d.. -°, >! q 5" 2„ 600S162-54 PARAPET T.O.STEELt 1 I 1 I 1 1/2" I I I I � � I�-� � EL.:VARIES CLOSURE PL CIVIL ENGINEER & LANDSCAPE L6x4x3/8 x CONT. (LLV) \ j , , METAL ROOF DECK STUDS @ 16"o.c. �J I I W F COLUMN Cardno - W/3/8"0 SCREW ANCHOR I MN. I a FROM EA. END OF I7'7 6720 5W Macadam Ave Suite 200, I II I CONCRETE PTortland, OR 19 LEDGER & @ 3'-0"o.c. MAX. I i 1 STIFFCLIP CL600 1 18(H) AT I SHEAR PL & BEAM . . I I / SLAB ON DECK (503)-419-2500 W/2 1/2" EMBED l ■-Al I i•i_ a: T.O. SLAB$L' I t l ► EA. STUD, FASTEN TO STUD X 2/S BEYOND, ADD'L - I I EL.: REF. PLAN :. . • ° \ U W/ {6) #12$.M.S. IN Q u 4 •- • I I � 1)77 W/ PATTERN 3 & TO WF BEAM - � INFORMATION ��� � .;_ -".H STRUCTURAL ENGINEER STEM PL 3/16 x CONT. 1/4 }I Catena Engineers WI 112"O REDUCED BASE _ co �� II d^. I'. 9 BETWEEN OWJ I I L6x4x5/16 LLV}, [ +r__ _ w 1500 NE Irvin St., Suite 412 THREADED WELD STUD CENTER VERT. ,i 11 ' Portland, OR 97232 T.O. STEEL I �. 1 • • ..• — CONC. RETAINING WALL \ I I EL: REF. PLAN LEG ON WF COL. I { T(503)-4674980 REF. PLAN & 4/55.06 TRACK.600T150-43 BOTTOM 1 2„ I �% MECHANICAL ELECTRICAL & • TRACK. FASTEN TO I MIN.\ 2" MIN. d, PLUMBING ENGINEER - EACH HIGH FLUTE W/ / A �� I® ® WF GIRDER I Glumac - (1) #12 S.M.S. - I � � � I � I IR I • I _ _ 1 ® ® PIPE COLUMN !• "' 900 SW Fifth Ave., Suite 1600 `: 5.4 T.O. LEDGER T.O.STEEL 7 1 1l I , METAL ROOF. iADD'L' NFORMOATION I Portland.(503)-20 R 9720480 EL: VARIES EL.:VARIES �� �+�� �� DECK,TYP. WF BEAM, _- .- • _ NI t REF. 3/56.01 FOOD SERVICE CONSULTANT L3x3x3/16xCONT. LEDGER -- W F GIRDER I Webb Foodservice Design \ U _ DECK SUPPORT 3700 SE Lafayette Ct. 7 -- T.O. LEDGERK:\I _._/\/_._ ANGLE, REF. 7/S6.51 Portland, OR 97202 3/16 2-12 EL.: VARIES T(503)-236-8566 3116 2-12 114 V METAL DECK SUPPORT AT CONCRETE WALL L3x3x3/16 x coNT. ACOUSTIC & AV CONSULTANT 2 1„- 1,-0„ LEDGER The 900 W.rNiicnbusch cker on St., Suite 201 Group 1/4 Seattle.WA 98119 (3) 1/4 # 3/16 2-12 2-12 T 206-378-0569 SIDES> 3/16/ SLAB SUPPORT DETAIL TYP• V PL 3/16 WHERE STUD COST CONSULTANT BENT PL, TYP. 2"TYP. OCCURS BETWEEN BENT PL'S WF BEAM i 1" - 1'-0" Construction Focus 740 Almaden St. V �., Eugene, OR 97402 COMPOSITE SLAB; Y T 541-e, OR 9 REF. PLAN FOR SPAN 7 (1) #4 X 6'-0" DIAGONAL ��` ri /7 7/s /l ... i,i - DIRECTION 11 EA. CORNER OF OPENING ! 1 I ,��UCTU�� OR DEPRESSION; Gj REF. ARCH. FOR Tr, I // REF. PLAN �R�� PR* Si t ADDITIONAL - /- ' NOT REED IF OPENING o PLCOLD FORMED METAL � OR DEPRESSION IS < 2'-0" BOLT, L8x4x7/1 bx8' D" WI (8) 1/2"O S REQUIREMENTS '' �- STUDS, REF. ELEVATION AND ,.', ; IN BOTH DIRECTIONS, REDUCED BASE THREADED WELD � r U.O.N. ' 7T METAL STU D PARAPET STUDS @ 12"o.c. IN VERTICAL _ 7 J 17 8/57.02 FOR BASE CONNECTION i � LONG SLOTTED HOLES. PROVIDE + (3) L8x4 EQUALLY SPACED �R GO STANDARD4 / 3'-0"TYP. 1 112"= 1'-0" ALONG W 18. VERTICAL LEG OF I - SLAB EDGE CLOSURE, y�gcH Zoe �• • HOOKS /% / WF BEAM ANGLE MAY POINT UP OR DOWN I REI .3/56.51 / �2"TYP. I 0� Tgt 2018.08.20 — SLAB ON METAL DECK EXPIRES:08/30/2020 • \ / f ri / — I EDGE OF SLAB N � !3"MAX. . ,�/ TYP T.O. STEEL —,.,] T.O.SLAB X ' p OWJ TOP CHORD Lu EL.: VARIES, REF. PLAN +I r' I 6 EL.: REF. PLAN / STEM PL,TY I d / % I 600T150-54 TOP TRACK, \ 4 - rd REF. 5/S6.52 ` - / OPENING OR \ I } METAL DECK / DEPRESSION \ / I SECTION A-A I / 600S162-54 PARAPET 1" MAX. 1 I I STUDS @ 16"o.c. STEEL SHIM (1) #5 FOR OPENINGS I , UNDER 2'-0" & ALL I DEPRESSIONS; ROOF EDGE DETAIL (2) #5 FOR OPENINGS OVER �C3 I 5/16 3-12WF BEAM,TYP. 5116/ 3-12 � ar_ 2'-0",TYP. EA. SIDE: 8 1 1/2"= 1'-0" _____/\/_1,_ te . NOT REQ'D IF OPENING IS < 1'-0" IN BOTH DIRECTIONS, v I STIFFCLIP CL600-118(H) AT U.O.N. /� EACH STUD, REF. 5/S6.52 V i I I I GRIDI I I METAL ROOF DECK DETAIL L REINFORCING AT SLAB REF. ARCH. ® METAL ROOF DECK i� / e REF. PLAN 4' 0"MAX T.O.STEEL I I (��! U Li COLD FORMED METAL 3 OPENINGS AND DEPRESSIONS L: REF. PLAN " �(/ STUDS. REF. ELEVATION AND 411) N.T.S. , I41 /ft 8/57.02 FOR BASE CONNECTION I I10 PL 1/8x5 x CONT. I T EL:.O.REF.STEEL PLAN 4..` J • 1/8 2-12 METAL DECK I _ I REF. PLAN • _ 1/8 2-12 3 REVISION 8/21/18 BENT PL 43 MIL x CONT. 2 REVISION 4 WF BEAM, FASTEN TO DECK W/ WF BEAM I __,,ci 1 PLAN CHECK 8/28118 REF. PLAN =_ #10 SMS AT EACH FLUTE ' T.O.STEEL I — TOP AND BOTTOM EL.. VARIES, REF. PLAN t A' 1 REVISIONS DATE ,mss „ A - —'`~'' SLAB ON METAL DECK I EXTERIOR STUDS — ROOF METAL STUD PARAPET 9 1/2"_ 1 l a= 1,-0, I EL.: REEF �PLAN 1 SLAB EDGE Q CLOSURE, • • Lt REF. 3/56.51 U • TIGARD TUALATIN SD 2' 0" MAX. - WF BEAM,TYP. TI GAR D J/ REF. ARCH. METAL ROOF DECK WALL CONTINUES, WHERE OCCURS I I I� / , r H I H I I I I Ns 1f.; COLD FORMED METAL STUD WALL, REF. PLAN I I � I I I I , A, .. .., SCHOOL CONCRETE SLAB I i I I \ T.O.STEEL I CONCRETE SLAB I I /1 EL.: REF. PLAN ilo DETAIL ON GRADE I BENT PL 5/16 I I ON DECK I I 1/2"MAX. I I 1/4�\ 2-12 1"= 1'-0" 1 \ - :. i r TYP. ! i 1/4 2-12 I 'N 9000 SW DURHAM RD, 4 : _...r e- I I HSS BEAM TIGARD, OR. 97224 d • • ,4- 4• • d "'•. .. �" -•� 1-" a _ I I , COLD FORMED METAL _iii-._�_ & -- • �f �; 4- - ..4 !�- a� -d ' ' y•4, _-1.- - i .."4-�"I I ., „ „ i STUDS, REF. ELEVATION AND — • _ CD JOB NO: 16892.00 LA d 8/S7.02 FOR BASE CONNECTION d. d I I ISSUE DATE: June 19, 2018 EIII—IIIE. -- .: " . r --. .--- — =11�I11=11 = :• I I I Jurisdiction Stamp Area I=I�I=I�I �� I I I SLAB ON METAL DECK =III—III—II = _ I I =III=1I I=' "' +d L3x3xl/4 LEDGER I I 2 I METAL DECK MIN. 11G11 -- 11': i',. c� I I `I I T.O. SLAB 1=111=III=..: I ! �I AT I I DECK EDGE DETAIL - . . _ 0.043) I --r . a 4' . , " a- -" EL.: REF. PLAN EACH I I 4 . 4 _ CONCRETE a STUD 40.043) I 1 1/T= 1'-0" T.O.STEEL I <' ° RETAINING WALL. +" • I I EL.: VARIES, REF. PLAN - - - f-. I, 4 REF. 4/S5.06 FOR ADD'L. INFO. -:4' • L5x3x1/4 (LLV) LEDGER. ANCHOR TO •• r 4 WALL W/ 1/T0 SCREW ANCHOR W/ 3 i L4x3x5/16 x CONT. (LLV) - / 1/4" MIN. EMBED @ 2'-0"o.c. I I I I SLAB EDGE " CLOSURE, WF BEAM METAL DECK �/ 1/4 REF. 3/S6.51 - 1/4 3-12 3 12 DETAILS � } , w �cy) cn ti I— A 00E DECK OVER GYM STORAGE �, w S6 . 52 0 4 1 - 1 0.. N 1 0 1 1/2''= 1'-0' - - - - - - bassetti ROOFING AND —�-- architects WATERPROOFING, CUSTOM CURB W/ REF. ARCH I SLOPING BOTTOM AND LEVEL TOP, BY OTHERS . \I i — CONNECTION TO 721 NW 9TH Ave, Suite 350 k' _ h_ ---- STRUCTURE BY OTHERS. Portland, Oregon 97209 ! -.---h--k- li - , ___ I • COORDINATE W/ T (206) 340 9500 F (206) 340 9519 ----- i CONCRETE POUR i .- --- ±:±-+- --- - , _ ____ _1 , ,,,• T — •° ; _ _ . CIVIL ENGINEER & LANDSCAPE e •° Q 4._ ° a Cardno . ° ;.•4 T.O.STEEL6720 SW Macadam Ave Suite 200, I [ Portland, OR 97219 • EL: REF. PLAN I T(503)-419-2500 GAUGE METAL POUR STOP - STRUCTURAL ENGINEER Catena Engineers METAL ROOF DECK W/ WF BEAM, 1500 NE Irving St., Suite 412 CONCRETE HOUSEKEEPING PAD. FILL 2"ABOVE HIGH REF. PLAN Portland, OR 97232 FLUTE. REF. PLAN FOR DECK -• T(503)-467-4980, 503) 467 4980 ORIENTATION MECHANICAL ELECTRICAL & PLUMBING ENGINEER REF. ARCH ( 3' -0"MAX.) cL BEAM AND CURB Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 WHERE CONCRETE (FOR ACOUSTICS) IS REQUIRED FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 I(503)-236-8566 ACOUSTIC & AV CONSULTANT ROOFING AND The Greenbusch Group WATERPROOFING, CUSTOM CURB W/ REF. ARCH I SLOPING BOTTOM AND 1900 W. Nickerson St., Suite 201 I LEVEL TOP, BY OTHERS Seattle,WA 98119 T 206-378-0569 I— \ J j_i l -I I . I ' lJ I COST CONSULTANT ff —T CONNECTION TO Construction Focus I] i i ! STRUCTURE BY OTHERS 740 Almaden St. _ '_� Eugene, OR 97402 r T 541-686-2031 iI I r ,-;`_,.7.-7._ , -- • ' ••:;:,:',j 5 .EaP4� r EL: REF. PLAN C4 a '1,, j METAL ROOF DECK, IN REF. PLAN FOR DECK j 0• G N ORIENTATION WF BEAM, ,�so11'�RCH I'1�d' �� REF. PLAN H i .. 2018.08.20 GROUT AT LOW FLUTES fe` ' 1 EXPIRES:06/30/2020 CL BEAM AND CURB NO CONCRETE IIIRTU CURB DETAIL 1 1/2"= 1'-0" 1 REVISION 8/21/18 AI REVISIONS DATE TIGARD TUALATIN SD TIGARD HIGH SCHOOL 9000 SW DURHAM RD. TIGARD, OR. 97224 i JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area METAL DECK w DETAIL r~ U) Cri Q co 2 01/41 8 Ct W S6153 1 PL3/8x5 EA.SIDE OF HSS W/3/4"0 A307 THROUGH BOLT IN 2 1/2" METAL ROOF DECK, GR� / EA. PLATE AND STD. HODS IN HSS. VERTICAL LONG IN bassetti REF- PLAN FOR SPAN DIRECTION / SNUG TIGHTEN AND UPSET THREADS ' .. >114 k architects TRACK BLOCK PIECE TO I 1/4 MATCH WALL STUD, CLIP FLANGE AND INFILL STUD TO MATCH / INSTALL BETWEEN END STUDSI BEND, SECURE W/ (2) TYPICAL WALL STUDS AA T.O.STEEL / #8 S.M.S. EA. FLANGE CRIPPLE STUD TO MATCH TYPICAL 721 NW 9TH Ave, Suite 350 IIIPIFF EL: REF. PLAN �" `�- ''� / WALL STUDS W/ (2) #10 SCREWS Portland, Oregon 97209 .YWIDTH TOP HEADER TRACK W/ TO CAP TRACK @ 24"o.c. MAX-, g I r� TO MATCH JAMB STUDS ,� '� T (206) 340 9500 F (206) 340 9519 ev WALL STUDS k k ABOVE OPENING ] I r OR DBL STUD$ t1 1 ©AND 2" LANGES, U.O.N. ON + f f i VATION; PROVIDE #10 SCREWS I TO HEADER MEMBERS @ 8"o.c. - 54mil CAP TRACK W/ - - - EQ/EQ � ' �, f #10 SCREWS AT 24"o.c. CIVIL ENGINEER & LANDSCAPE WF BEAM, REF. PLAN ,� (2) 6005200-54 f AT EACH FLANGE Cardno J f % - f HEADER (HDR) �, -------1?, 6720 SW Macadam Ave Suite 200, { / SIMPSON S/LS50 W/ (6) #10 SMS, Portland. OR 97219 I I ► #8 S.M.S. @ 3"o.c. / / / PROVIDE (2) EA. SIDE END OF T(503)-419-2500 I / / HEADER, (4) TOTAL PER HEADER STRUCTURAL ENGINEER -- 54mil BOTTOM HEADER TRACK W/ ` / f '� ® � (2) 54mil JAMB STUDS W/ DEPTH TO Catena Engineers I I / WIDTH TO MATCH JAMB STUDS AND ' k MATCH ADJACENT STUDS AND 2" 1500 NE Irving St., Suite 412 1 1/2 X 20 GA.STEEL STRAP 2" FLANGES, U.O.N ON ELEVATION; FLANGES, U.O.N. ON ELEVATION. NOTE: HSS, REF. ELEVATION Portland, OR 97232 PROVIDE #10 SCREWS TO HEADER y FASTEN JAMB STUDS TOGETHER W/ T(503)-467-4980 METAL STUDS NOT SHOWN FOR CLARITY. I BLOCKING, INSTALL TAUT MEMBERS @ 8"o.c. (2) #10 S.M.S. @ 24"o.c. WEB TO WEB -T-÷-- / MECHANICAL ELECTRICAL & SIMPSON SSC4.25 FRAMING / PLUMBING ENGINEER CLIP W/ (4) #10 SMS IN JAMB Glumac HSS - ROOF NOT USED BLOCKING ATTACHMENT AT EA. HORIZ.TRACK1.1900 SW Fifth Ave, Suite 1600 1 4 i 1/2"= 1' 0" e O N.T.S. N.T.S. Portland. OR 97204 T(503)-227-5280 1%4 FOOD SERVICE CONSULTANT \-- BASE TRACK Webb Foodservice Design II— ADDITIONAL ANCHORAGE AT JAMB 3700 SE Lafayette Ct. 1I� Portland, OR 97202 GRD I T(503)-236-8566 REF. ARCH. GRID I I COLD FORMED STEEL / " ' STUD SPLICE I FRAMED DOOR OPENING ACOUSTIC & AV CONSULTANT METAL ROOF DECK x 4'-0"MAX The Greenbusch Group Q REF. ELEV. 1900 W Nickerson 5t.. Suite 201 I \ I4 I IN.T.S. Seattle,WA 98119 BENT PL, I ] STUD SPLICE, REF. 12/S7.01 1---,,. // 0.157"O HILTI X-U T 206 378-0569 REF. 9/56.52 T.O.STEELQ 46 T.O. STEEL .A.F.'S O 16"o.c., TYP. EL: REF. PLAN Al�r EL: REF. PLAN '' I COST CONSULTANT I I• Q%' 740 Almadeni0nt. Focus WF BEAM, REF. PLAN `; ® ® I Eugene, OR 97402 ® ® - % ////4', T 541-686-2031 I n I INFILL STUD TO MATCH I COLD FORMED - - - Y I i i%//I`%� TYPICAL WALL STUDS ? METAL STUD, TYP. \ CRIPPLE STUD TO MATCH - ------- STUB STUD AND DRIFTTRAK z I TYPICAL WALL STUBS W/ (2) wC TU DTSLB., REF. 3/57.02 FOR I 54mil TOP HEADER TRACK W/ #10 SCREWS T4 ,RACK '1. .�� , ,���.4t ADDITIONAL INFO. ~ HSS POST, WIDTH TO MATCH JAMB STUDS @ 24"o.c. MAX., AL 5 y, �. .�. I I I REF. ELEVATIONS COLD-FORMED METAL STUDS, AND 2" FLANGES, U.O.N. ON �' k ABOVE & BELOW OPENING �S�/ YI/O ` J I I DRIFTTRAK DTSLB., REF. 3/S7.02 REF. ELEVATIONS ELEVATION; PROVIDE #10 SCREWS 44431141: .,. COLD FORMED METAL / FOR ADDITIONAL INFO. TO HEADER MEMBERS @ 8"o.c. �i I 1 NOTE. WALL STUD, REF. ELEV, I �\ N54m RACK W/ #10 / �+ STUDS OCCUR ON OTHER HSS BEAM - { SCREWS AT 24"o.c. AT EACH I METAL STUDS AT HSS POST (2) 6005200-54 FLANGE v REGOo © SIDE OF GRID AT SIM. i 6 HEADER (HDR) '� SIMPSON 5/LS50 W/ (6) #10 SMS, PROVIDE (2) EA. �9�,I �9c�r to‘Ii_. - N.T.S. /� SIDE END OF HEADER, (4) TOTAL PER HEADER `M 1:,' �/ 2018.08.20 54mil BOTTOM HEADER TRACK W/ // (2) 54mil JAMB STUDS W/ DEPTH TO MATCH j EXPIRES:06/30/2020 aTH TO MATCH JAMB STUDS AND / // ADJACENT STUDS AND 2" FLANGES, U.O.N ON 0 EXTERIOR STUDS - ROOF STUDS AT HSS ARID © NGES, U.O.N ON ELEVATION; ��/ ELEVATION; FASTEN JAMB STUDS TOGETHER -*VIDE #10 SCREWS TO HEADER ____........----- MEMBERS W/ (2) #10 SMS @ 24"o.c. WEB-TO-WEB MEMBERS @ 8"o.c. k 1 1/2' = 1' 0" 1 1/2"- 1' 0" `\ T.Q, PARAPET SIMPSON SFC4.25 FRAMING CLIP EL: REF. ARCH. SIMPSON SSC4.25 FRAMING CLIP ep Q`} k �� WI (6) #10 SMS IN EA. MEMBER = I I I I W/ {4) #10 SMS IN HEADER AND S 0` + k'' CONCRETE METAL DECK OR BARE (5) #10 SMS IN JAMB 9 II + METAL DECK WHERE OCCURS, d I II I I II i f REF. PLAN FOR SPAN DIRECTION `Lu i -J—A,_ I - I I 54mil SILL TRACK W/WIDTH TO FLATCH JAMB STUDS ANGES U.O.N. ON ELEDVATION I I I CMU VENEER, WHERE I �, _ -- - ' .- �•_ I V— OCCURS, REF. ARCH. k / • I '�.- ' '- - + • I I INFILL STUD TO MATCH 1 7 GRID/ I T.O.STEEL '- e - L. I I 1 TYPICAL WALL STUDS —�� GRID I ' STUD SPLICE EL: REF. PLAN ",, I 7, PROVIDE ONE ADDITIONAL REF. ELEV. I �� ANCHOR AT JAMB METAL ROOF DECK, � I I I I DRIFTTRAK DTSLB., REF. 3/S7.02 TOP AND BOTTOM TRACK AT 1 FOR ADDITIONAL INFO. TYPICAL BASE REF, PLAN FOR SPAN I BENT PL, I I I IBASE TRACK DIRECTION I STUD SPLICE. FASTEN TRACKS ANCHORAGEREF.3/S6.51 I ! I TOGETHER W/ (21 #12 S.M.S. @ OR 4/56.51 I I I I NOTE: I I 16"o.c. ALIGNED WITH STUDS I I I COLD FORMED METAL STUDS, REF.3/5.701 FOR LINTELS AT HEADERS. CONCRETE ON METAL DECK I i WF BEAM I I REF. ELEVATION 1 n 46 T.O. STEEL � Li i 1 T.O. SLAB REF. PLAN I COLD FORMED STEEL EL: REF. PLAN a :. ( EL: REF. PLAN I I I • rA '4' _ FRAMED WINDOW OPENING 'gyp •r ' a n .. AT ® ®� � IT) -A. _� ,_.. - <e �- .6 .._'_ d Y �� I rr�//lyr-,7 - - - I (0.068] 2-24 /AT _N - r I: ® ® - 4 .�' I )® -® ® 'I (0.068) 2-24 STUD N.T.S. L2x2x54 MIL x CONT. ` -'/J ) z DRIFTTRAK DTSLB., REF. 3/S7.02? FASTEN TO EACH STUD � ' f I I } l STUD STUB AND DRIFTTRAK >°T. W/ (1) #12 S.M.S. , i I FOR ADDITIONAL INFO. ANGLE BRACE AT SIM. I DTSLB., REF. 3/57.02 FOR .--. ~ r I REFER TO 1/S7.03 I ) I 3 REVISION _ 8/08/18 ADDITIONAL INFO. ! I _Av , , / 2 REVISION 7/11/18 1 ADDENDUM 5/11/18 G I I PARAPET ./ `� I I0 R DETAIL CONT. BASE TRACK A\t N REVISIONS DATE WF GIRDER OR HSS r I l N.T.S. BEAM, WHERE OCCURS WF BEAM f SCT(DU NN COLD FORMED N METAL WALL STUD REF. ELEVATION , I STUDS, REFD-FORMED. ELEVATION ----- . I 1 STUD, REF. PLAN ^ / } / .:' • - I I . _ // .' ,I a I - COLD FORMED METAL 11 - -0 METAL STUD DETAIL EXTERIOR STUDS - LEVEL 2 BOTTOM I STUDS, REF. ELEVATION, TYP. 4 j TRACK • , q. • 16 1 1/2"= 1'-0" 1 1/Z= 1'-0'' I I I - I �: ' 4 r ° A 1J DRIFT/DEFLECTION A _i - - L J JOINT _ _ I 3,4,40' • 0.157"0 HILTI X-U P.A.F.'S W/ 1 1/2" EMBED @ 8"o.c. AT WALLS C FO /N BACKING CMU VENEER, OMIT P.A.F.S AND FASTEN TRACK W/ �F-9�SCF 1@/�OoSIMPSON TITEN HD SCREW ANCHORS W/2 1/2" EMBED TIGARD TUALATIN SD A@ HSS POST, REF. ELEVATION \____,_46,_____ HSS POST, REF. ELEVATION ) I 1-I GAR D 1 1/2"TYP. 1 1/2" TSN DRIFTTRAK DTSL W/ (2) #12 S.M.S. I I BASE PL1/2, CENTERED ON HSS I I I I 1 1/2.,TYP. 1 1 BASE PL 1/2 I I FASTEN TO BOTTOM TRACK W/ (2) #12 (1/8) \ I I i/ I I S.M.S. ALIGNED W/ EA. STUD HIGH III i 1/2" NON-SHRINK GROUT I I I 1 1/2" NON-SHRINK GROUT I A I , I �• I COLD FORMED A A A I SCHOOL rOR r— I e FLOOR r— \ r----) -� CHANNEL STEEL SILL TRACK ANCHORAGE_s s �• ° _ r BLOCKING. )REF. PLAN EL: REF. PLAN <.4 • m . ' - e ? REF. 4/57.01 N.T.S. _ = ,•1: ,-co:('— \'''.......'''''''S.--------'-----4 c� r 90D0 SW DURHAM RD. - _ DRIFT/DEFLECTION DETAIL • TIGARD,OR.97224 N.T.S. I 71/16 JOB N0: 16992.00 Ahab, ISSUE DATE June 19,2018 1/16 Jurisdiction Stamp Area (1/8) I\ i / n A 3/4' 6„ PROVIDE 3"0 MAX. BOLT ACCESS HOLE .'� {2) 5/8"0 HILTI KH-EZ V 1 z_ e / THIS FACE SCREW ANCHORS IN STD. N NHOLES IISCREW ANCHORS IN STD.WINDOW SYSTEM \ // HOLES w� (2) #10 SCREWS CHANNEL TO Z `� , WHERE OCCURS I 1 WA; CD ANGLE AND ANGLE TO STUD, TYP. Zir „; _.,. -±__ _1> T I i ,:-.."''''.'''.-0/\-- CLIP ANGLE LENGTH = $0% OF STUD DEPTH (d). WHERE 1/4 I ; STUDS ARE < 6”DEEP, SIMPSON SUBH3.25 W/ (2) #10 1/4 SECTION A-A SLAB EDGE SLAB EDGE SECTION A-A 1/4 S.M.S. MAY BE SUBSTITUTED FOR CLIP ANGLE METAL STUD cCENTERED CONDITION NOTE: OFFSET CONDITION CO 18 GA COLD-ROLLED CHANNEL @48"o.c. wco DETAILS ti A PROVIDE'CENTERED CONDITION' B CHANNEL BLOCKING •cr UNLESS THE HSS OCCURS AT THE END OFA WALL. co © NOT USED METAL STUD WALLS HSS BASE CONNECTION 9 NTS. 4 N.T.S. ct N _ LI] S7 . 01 1 1/2"_ 1'-0" - - - REF. GENERAL GRID - METAL ROOF DECK STRUCTURAL NOTES REF. PLAN I '11 I bassetti I I I \ I .. J \ STEEL ANGLE, SA I 1I LI \ Iarchitects - __ REF. PLAN AND 6/S6.07 GRID ` I FOR CONNECTION TO I I • � OWJ TOP CHORDS I T.O.STEEL 721 NW 9TH Ave, Suite 350 1 I � EL.: REF. PLAN � • � \43- I � I I e e e ® Portland, Oregon 97209 I9 1 a Q — — — — e e I e e I, -- = T (206) 340 9500 F (206) 340 9519 CONCRETE ON METAL DECK I I -- - — ® - STEEL OWJ TOP CHORD II I I z EXTENSION WHERE OCCURS I I I I I T.O.SLAB z I ! CML ENGINEER & LANDSCAPE d . a° al ,,4 I I EL: REF. PLAN , Q =~ ,- .- - I I Cardno '4 ° °_ a• I I iiiiii:-i- COm.s ' L WALL STUDS, { T(503)-419-2500 WH— OC _ BENT PL Catena Engineers I I EXTEND BOTTOM CHORD OF REF. 4/S6.51 1500 NE Irving St., Sulte 412 I I JOIST TO BRACE BEAM. REFER TO 3/S6.10 FOR ADDITIONAL I Portland,OR 97232 - CHANNEL BLOCKING, T(503)-467-4980 I I METAL STUD CORNICE, INFORMATION 400S137-54 STUB STUD. REF. 4/S7.01 / I REF. 2/S7.02 FOR PROVIDE (4) #12 S.M.S. MECHANICAL ELECTRICAL & I I INTO WALL STUD ! INFORMATION NOT NOTED I I ii PLUMBING ENGINEER WF BEAM I 1 COLD-FORMED METAL WF BEAM, REF, PLAN TSN DRIFTRAK DTSLB600 W/CLIP AT EACH STUB STUD. FASTEN TO WF T.O.STEEL i I Glumac I I STUDS, REF. ELEVATION BEAM WEB W/ (2) 0.157"0 HILTI X-U P.A.F. @ 16"o.c. ALIGNED W/STUDS. EL.: REF. PLAN I 900 SW Fifth Ave., Suite 1600 I I AT JAMBS OR DOUBLE STUDS, PROVIDE CLIP AND STUB STUD EA.SIDE OF i Portland,OR 97204 , � JAMB AND FASTEN DRIFTRAK TO WF BEAM W/ (4) P.A.F.s AT THE HOLES T(503)-227 52$0 NEAREST THE JAMB. AT HSS JAMB, FASTEN STUB STUDS TO HSS W/ (4) I ' I P.A.F.s EA.SIDE OF JAMB. I FOOD SERVICE CONSULTANT I Webb Foodservice Design �� ROOF EDGE DETAIL I I VERTICLIP SLB600 W/ (3) 3700 SE Lafayette Ct. #12 S.M.S. INTO STUD r z, � I Portland, OR 97202 1 112"= 1'-0" A ! I AND (2) 0.157"0 HILTI X-U T(503)-236-8566 P.A.F. INTO BENT PL HSS BEAM ! ACOUSTIC &AV EXTER" IOR STUDS - LEVEL 2 GRID I CONSULTANT I The Greenbusch Group 3/16 V I I 1900 W. Nickerson St.,Suite 201 1 1/2"= 1'-0 I Seattle,WA 98119 T 206-378-0569 METAL ROOF DECK \ I WT (HSS AT SIM.) WHERE OCCURS, I I COST CONSULTANT REF. PLAN Construction Focus GRID I 740 Almaden St. Eugene,OR 97402 T 541-686-2031 I r I I T.O. STEEL 1 . n I I COLD FORMED METAL I EL.: REF. 11 I \kr... I • - I �IV C T[/R I I STUDS, REF. ELEV. I I I CO 'Ed P�,• Fssq� COLD-FORMED METAL ��� I �J I STEEL ANGLE, I I WALL STUD. �� � 3/16 I - - Z• REF. PLAN AND 6/56.07 I REF. ELEVATION I 3/16 ! � - I e -11 I .- FOR CONNECTION TO WT I I \ � 0 � � a ` e e I f REG•N I I BOTTOM TRACK FASTEN TO AT HSS 3/16 I i I ON ! I CONCRETE W/0.157"0 I I I COLD-FORMED METAL M. HILTI X-U P.A.F.S W/ 1 1/2" EMBED @ 8"o.c. STUB STUD AND DRIFTTRAK I I WALL STUDS, 11 8.08.20 DTSLB, REF. 3/S7.02 FOR I �� REF. ELEVATION I EXPIRES:06/30/2020 IADDITIONAL INFO 1-7-.--„••,-5.---.7-71 I � A. 1"MAX.----..., e e e i f CONCRETE ON I I _ _ _ _ , METAL DECK WF BEAM, REF. PLAN I I1 T.O.CONC. I ' BENT PL, b [ WF COLUMN WHERE�� i ANGLE BRACE AT SIM. REFER TO 1/S7.03 REF. 3/56.51 3„ 1� :a y EL: REF. PLAN Y OCCURS, REF. PLAN HSS BEAM BETWEEN COLUMNS, MIN.;;TN" , •46 ° ,4':::::7 -� --8 _ . p d -. — 4. 4 a_ NOTE: � a REF. ELEVATION a REF.3/S7.02 FOR INFORMATION NOT NOTED. _ 4 :•.:.-,•:, ROOF EDGE DETAIL - 4 11/2"= 1'-0' SOUTH COMMONS EXTERIOR DETAIL 1 1/2"= 1'-0" i GRID 4005137-43 @ 24"o.c. FASTEN TO STEEL ANGLE AND HSS p 2"MIN. WF BEAM TD W/ (4) TOTAL 0.157"O HILTI SC1 TYP COLD FORMED METAL EACH STUDW/WASHERS AT L2x2x54 MIL x CONT. STUDS BELOW SLAB, WHERE HSS, REF. PLAN. - - - - - 1 - -I FASTEN TO EACH STUD OCCURS, REF. 7/S7.03 SPLICE AT CL e e I W/ (1) #12 S.M.S., TYP. METAL ROOF DECK L2x2x54 MIL x CONT. OF JOISTtfif: e e ® e I FASTEN TO EACH STUD I ® e AND 2" I I W/ (1) #12 S.M.S.,TYP. I I I REF. GENERAL I EACH\ 3/16 2-12 L ® - - - e J e e I 1-,--„k„ ,,, STRUCTURAL SIDE AT/ 3/16 2-12 �� �Z I MSN., I NOTES OWJ TC = r 2 Sip- ! I , i r / ._., I I --�— �, i , �C :� i I I ILII _ — — 400S137-43 @ 24"o.c. —\ e ,11 FASTEN TO OTHER STUDS I I z = ., ` e ® _ -'p-- W/ (3) #10 S.M.S., TYP. N 3 REVISION 8106118 EXTERIOR STUDS - LEVEL 2 ~ _ -- ea ADDENDUM PLAN K 8/21/18 5111!98 8 1 1/2"= 1' 0" 4 T.O. STEEL - z 1 I �� EL.: REF. PLAN � �� ;•��� �� /' � � Z j\t\e __-u.�-- . - - _ - 4005137-43 @ 16"o.c. FASTEN REVISIONS DATE ® ® I TO OTHER STUDS W/ (4) #10 L4x4x1/4xCONTINUOUS BETWEEN TOP i D IH e CHORDS. END ANGLE 1"FROM TOP CHORD I I S.M.S., TYP. I I I ''''IN STEEL OWJ TOP CHORD I VERTICLIP SLB600 W/ (3) EXTENSION WHERE OCCURS 46 T.O.STEEL #12 S.M.S. INTO STUD i �J EL.: REF. PLAN I �i i/✓ /` %J I - I I AND (2) 0.157"0 HILTI X-U 3 VP t j COLD-FORMED METAL WALL STUDS, I ! I P.A.F. INTO HSS 1 r REF. ELEVATION. WHERE METAL J I I I--rr-n'I r // 1 _ STUD SOFFIT OCCURS ONLY, REF. ARCH. I I ft ft ft 1� EXTEND BOTTOM CHORD OF ® -® ®] I I V JOIST TO BRACE BEAM. REFER - J STUD STUB AND DRIFTTRAK DTSLB., I I I I TO 3/56.10 FOR ADDITIONAL WF BEAM, REF.3/S7.02 FOR ADDITIONAL INFO I I `- ! INFORMATION REF. PLAN -----N— GRID I I ANGLE BRACE AT SIM. REFER TO 1/S7.03 I I I I I I II I I ! I ROOF EDGE DETAIL I I TIGARDTUALATINSD CONCRETE SLAB-ON-DECK I I 1 1/2"= 1'-0" I I HSS BEAM BETWEEN TIGARD HSS COLUMNS, STIFFCLIP L8600 W/ I I I (4) #12 S.M.S. I l REF. ELEVATION HIGH JI.O. SLAB I � I I GRID A SPECIAL TRUSS MOMENT FRAME EL: REF. PLAN © I I 1/4 • • SCHOOL ao ° ° ° 4 � I e ®4 WHERE DECK IS PARALLEL ) I I 1/4 4` TO WT, SUPPORT EDGE W/ HSS, REF. PLAN ) ` I COLD-FORMED METAL 3x3x54rniIxCONT. FASTENED ! i ! ° I STUDS, REF. ELEVATION, E ® e e I I "f' `/ \ I I TYP METAL ROOF DECK, REF. TO HSS W/ #12 SCREW @ 1/2"MAX. 4 1 i ©PLAN FOR SPAN DIRECTION 12"o.c. CENTERED IN ANGLE GAP ).< e _ ® J ) ) I I I j 9000 SW DURHAM RD. I I I I COLD-FORMED METAL (0.054) / <3 SIDES _...!_y I I I WALL STUD, TIGARD, OR. 97224 ✓ U LT I REF. ELEVATION I T.O.STEEL 1 • 1 —1 JOB NO: 16992.00 I I $EL.: REF. PLAN �•s_- _ _ - ISSUE DATE: June 19, 2018 _ I 1 x I i 1 i BENT PL, REF. 3/86.51 ® ;< - 1 j LI I Jurisdiction Stamp Area WF BEAM „NN: Q I I 'C� e - ! I e ® - I , _ __,1, i II 1 , , ,;:r ® e I e e L4x4x1/4xCONTINUOUS BETWEEN TOP i - ----1 J CHORDS. END ANGLE 1” FROM TOP CHORD I I 1 � STUB STUD �— I I - - - '„ ,/�j. // ,I TSN DRIFTRAK WT W"- 'E ,N OCCURS, HSS COLUMN, I I ��� REF. PLAN WHERE OCCURS I I HSS BEAM BETWEEN UJ I I e ® e; I HSS COLUMNS, WFBEAM COLD-FORMED METAL n I REF. ELEVATION METAL STUD WALL STUDS, V \- 1 1 i/ BOTTOM TRACK / • Ir REF. ELEVATION HSS STUB BEAM AT DETAILS I ANGLE BRACE AT SIM. HSS COLUMNS, REF. 7/56.07 0_ I © REF. 1/S7,03 NOTE: 66 REF. 4 AND 5/S7.02 FOR INFORMATION NOT NOTED. coT a EXTERIOR STUDS - LEVEL 2 ROOF EDGE DETAIL SOUTH COMMONS EXTERIOR DETAILS7. 02 N 9 w CZ 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 112"= 1'-0" r40-41Ph 00014_ STUDS CONTINUE AT SIM. .© i I PROVIDE SLOTTED TRACK AT TOP 1 T.O. PARAPET ' I CONNECTION TO STRUCTURE GLAZING, WHERE 46 EL: REF.ARCH °�i SIMPSON SFC4.25 CLIP FASTENED OCCURS, REF. ARCH. I GRID bassetti 1 I I TO JOIST AND TRACK W/ (6) #10 PL1/8x8 WHERE GLAZING OCCURS I (0.125) ( 2-12 T.O. PARAPET GRID architects ISMS IN EACH MEMBER 7 _ _L J, 1/8/ 2-12 ' EL: REF. ARCH. I 1 1 I T.O. PARAPET BENT PL, _- f REF. 4/56.51 I I I EL: REF.ARCH. \411r METAL DECK. FASTEN W/ #10 S.M.S. @ 6"o.c. HSS WIND GIRT, REF. 3 SIDES z- 0541 V I i I ALONG PANEL EDGES AND @ 12"o.c. AT ELEVATION INTERMEDIATE FRAMING _i x Q f 721 NW 9TH Ave, Suite 350 T.O.46 METAL DECK STIFFCLIP LB600 W/ Portland Oregon 97209 EL: REF. ARCH I � A� . : :+�►. AM. r a DRIFT/DEFLECTION JOINT METAL ROOF DECK x (4) #12 S.M.S. AT EACH STUD....k, mar g - - - - - - - - - - - - - - I Q 1 I T (206) 340 9500 F {206} 340 9519 TSN DRIFTTTRAK, REF. - _ I ' :L e. I dt 8/S7.01, FASTEN TO HSS § @ o I REF. 5/S7.01 e W/0.1570 HILTI X-U I f I I METAL DECK � i P - P.A.F.S @ 12"o.c. I IED 0 I I.04 T.Q.STEEL I I CIVIL ENGINEER $ LANDSCAPE SI I � Cardno I I EL: REF. PLAN 4 ® 1 © COLD FORMED I I 1' I I 6720 SW Macadam Ave Suite 200, COLD FORMED STEEL I I STEEL JOISTS, I I I I MAX. Via, I i Portland,OR 97219 STUDS, REF. PLAN I I REF. PLAN COLD FORMED METAL VERTICLIP SLB600. I COLD FORMED METAL STUDS, T(503)-419-2500 STUDS, REF. ELEVATION REFER TO 1/S7.02 I (AT SIM., REF. 11/S7.03 I I I I I I I REF. ELEVATION FOR FOR 600T200-68 LEDGER TRACK. FASTEN TO STUDS I I I STRUCTURAL ENGINEER CONNECTION OF �� I I AND JOIST W/ (2) #12 S.M.S. IN EACH STUD -� I I I I Catena Engineers STUDS TO SLAB) AND JOIST. PROVIDE TIGHT FIT BETWEEN I I I 1500 NE Irving St., Suite 412 _ JOIST AND LEDGER, 1/8"MAX. GAP. I I I Portland,OR 97232 600S137-43 @ 16"o.c. - I I I I T(503)467-4980 I I r , I MECHANICAL ELECTRICAL & 0METAL STUD DETAIL STUDS AT WIND GIRT I PLUMBING ENGINEER BOTTOM TRACK W/ (2) #12 S.M.S. @ I I Glumac 1 1/2"= 1'-0" 1 1/2"= 1'-0" 12"o.c.OR INTO EACH HIGH FLUTE I i 900 SW Fifth Ave., Suite 1600 WHEREDECK SPANS PERPENDICULAR I Portland,OR 97204 I I W F BEAM I T(503)-227-5280 I SHEATHING I I �� I FOOD SERVICE CONSULTANT JOINT, TYP. xCONT. � � � I I Webb Foodservice Design METAL ROOF 54 MIL PL BETWEEN ADJACENT I I 3700 SE Lafayette Ct. INTERIOR HIGH FLUTES WHERE SCREW DOES NOT L2x2x97 MIL @ 4'-0"o.c. MAX. COLD-FORMED METAL DECK I Portland, OR 97202 SHEATHING WALL STUDS, REF. ELEVATION N 11 _ _ 1 ALIGN W/HIGH FLUTE W/ (31 #10 SMS TO STUD AND i I T(503)-236-8566 DO NOT FASTEN TOGETHER -T � �" [3) 0.157"0 HILTI X-U PAPS W/ I I - - COLD FORMED METAL I I T.O.STEEL[ WASHERS TO BEAM I ACOUSTIC &AV CONSULTANT EXTERIOR - - - I I, - - - STUDS, REF. ELEVATION EL: REF. PLAN -" BOTTOM TRACKI � The Greenbusch Group SHEATHING 1900 W. Nickerson St.,Suite 201 BOTTOM TRACK, FASTEN COLD FORMED METAL STUDS, Al e a DRIFT/DEFFJOIINTL T SIM) T 206-378-05Seattle,WA 69119 I I TO HSS W/0.1570 HILTI X-U J I SIM., REF.8/S7.01 FOR { ] DRIFT/DEFLECTION JOINT CONN. - - - - - - P.A.F.S @ 12"o.c. WF BEAM,TYP. @ Or COST CONSULTANT I I I I (0.125) ( 2-12 ' Construction Focus 1/8/ 2-12 I I 740 Almaden St. METAL PANEL, REF. ARCH, HSS WIND GIRT, REF. I I Eugene,OR 97402 PROVIDE JOINT CAPABLE ELEVATION T 541-686-2031 ��� ,,, OF ALLOWING VERTICAL 50CTUR4 DEFLECTION ALIGNED WITH DRIFT/DEFLECTION JOINTS IN SHEATHING AND STUDS L _FAJOINT �'• PROF-L. PL1/$x8 WHERE i I VERTICAL JOINT DETAIL METAL STUD DETAIL EXTERIOR STUD DETAIL �5� 411 .11:-...t, s'GLAZING OCCURS Q � 2 . 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" f t GLAZING, WHERE0 1 OCCURS, REF. ARCH. fill O'EGO� GRID COLD FORMED METAL STUDS, • s T4i off � ° 201 T BOTTOM TRACK, REF. ELEVATION EX' ' S:08/30/2020 8 08.20 - - FASTEN TO BOX BEAM GRID I I W/ #12 S.M.S. @I I BOX BEAM W/ (2) 600S200-97 & (2) STUDS AT WIND GIRT 12"o.c.STAGGERED 6001200-97. FASTEN THOUGH TRACK I I FLANGES W/ 4001150-54,T&B 9 1 1/2"= 1'-0" (0.068)I2-16 / ALIGNED PL54M1Lx16xCONT, I ..10..: 7� \ W/STUDS #12 S.M.S. @ 6"o.c. FASTEN BASE TRACK TO (0.068) 2-16g , PL W/ #12 S.M.S. @ 12"o.c.STAGGERED \ I 1 SLAB BENT PLATE, ON METALCONCRETEDECK REF. 3/56 51 1 7/8" (0.054) 3-12 1/2I / METAL ROOF DECK GRID MAX. COLD-FORMEDf ii ',� (0.054) 3 12 ... . \, f--4 4005162-54 @ 16"o.c. Z METAL STUDS, 1 f $ELREF. ELEVATION d) .: REF. PLAN -4- ed I - - - • METAL ROOF - I:41 - .- - 1@ 'Rlid Q U #12 S.M.S. @ 4"o.c, DECK a tr `" . �. I �N% I I z Q A - .d - -. .: : co cc TRACK BLOCKING <�. WF GIRDER 'I I � -Nakli BETWEEN EA. STUD, 0/ REF. 5/57.01 I T.O. STEEL[ TSN DRIFTRAK COLD FORMED BELOW DECK,7.01 . >e EL.: REF. PLAN Y DTLB600 W/CLIPS �Q I I WHERE OCCURS, REF.8/57.01 FOR H 1 I I " W/O NOTCHES & I I DRIFT/DEFLECTION JOINT CONN. 1 I PE® _ - '- ' (4) #12 S.M.S. / I I U f i Q I I T.O.STEEL L® Illf EL.: REF. PLAN ` ` J- -1 WF BEAM • I I 0 CHANNEL BLACKING _ - BENT PL, �� 1 ,'� METAL ROOF DECK REF. 4/S7.01 • REF.4/S6.51 REF. PLAN1 --------------__________..0 , HIGH TO LOW ROOF STUDS z• WF BEAM CHANNEL BLOCKING, WF BEAM REF.4/S7.01STUI I I I 600T200-97x0'-6"CAP TRACK. FASTEN TO WF 2 REVISION 8/08/18 , x r, D SBLB.TRE UD AND DRIFTRAK FORK I I �� BOX BEAM, CL BEAM BOTTOM TRACK W/ (5) 0.15T'0 HILTI X-U P.A.FS @ 1"o.c. AND 1 REVISION 7/11/18 TO BOX BEAM W/ (5) #12 S.M.S. @ 1"o.c. - 2 ADDITIONAL INFO. REF. 2/S7.03 PROVIDE 1"MIN. EDGE DISTANCE FOR P.A.FS AND S.M.S.,TYP. 7#\ REVISIONS DATE I SEISMIC JOINT DETAIL METAL STUD DETAIL (6) METAL STUD DETAIL te e 1 4 1 1/2"= 1'-0" 1 0 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1"MAX., TYP. (2)ROWS OF #8 SMS WF BEAM -/f @ 6"o.c. I SCAFCO SHAFT WALL 1-1- �-------- I-STUD ,/ TIGARD TUALATIN SD (4) #8 SMS EACH METAL ROOF DECK GRID FLANGE COLD-FORMED METAL T NOTE: TIGARD ` '� STUDS WHERE OCCURS, BOTTOM TRACK AND STUDS NOT SHOWN FOR CLARITY. VERTICLIP 46 EL'.T.O. ME AL DECK - `� SPLICE BOTTOM TRACK AS REQ'D 1'-0" MIN. FROM GRID. HIGH SECTION A A ^ '�1 +1 /� /J`� n REF. ELEVATION,TYP. j° WHERE WALL IS INTERIOR, I I ' REF. ARCH. BOX BEAM TO WF BEAM SCHOOL 0 a ----y--- I BOTTOM TRACK, FASTEN 1 1/2"= 1'-0" BENT PL, w = SCAFCO I-STUD. REF I \ COLD FORMED TO CONCRETE W/0.157"0 I REF.4/S6.51 Q EXTERIOR ELEVATION GYPSUM BOARD 600T200-68 LEDGER TRACK. FASTEN TO STEEL JOISTS HILTI X U P.A.F.W/ SHEATHING I STUDS AND JOIST W/ (2) #12 S.M.S. IN 1 1/2"EMBED @ 8"o.c. CONCRETE ON 9000 SW DURHAM RD. �}� I I EACH STUD AND JOIST. PROVIDE TIGHT FIT METAL DECK TIGARD,OR.97224 METAL ROOF DECK 54 MIL x CONT. PL BETWEEN ADJACENT BETWEEN JOIST AND LEDGER, 118" MAX. 1 I I HIGH FLUTES WHERE DTSL SCREW DOES I I JOB NO: 16992.00 GAP. T.O.SLAB l I I A I NOT ALIGN W/HIGH FLUTE I Illy EL.: REF. PLAN • ISSUE DATE: June 19, 2018 ST 11 U , I `41 i =- METAL ROOF DECK J ITP . a� Jurisdiction Stamp Area I I I d r° a,A .. . d-4 -n - . - - ♦ ♦d , z I VERTICLIP SLB362/400 W/ (2)#12 SMSCOLD FORMED STEEL CONCRETE A _r , I I INTO STUD AND (2) 0.157"0 HILTI X-U STUDS, REF. PLAN ALIGNED x(0.043) 2-16 1 P.A.F. INTO BENT PL I I f SLAB-ON-DECK II _*. W F BEAM, REF. PLAN - � , FASTEN TO W/STUDS /{0.043) 2-16 I 612T200-97 W/ a I I I I CONCRETE SLAB W/ 1/4"0 WF BEAM COLD FORMED SIMPSON TITEN HD W/2 1/2" I (2) #12 S.M.S. @ 12"o.c. > I I 400S162-54 AND I I EMBED @2'-0"o.c. TSN DRlFTRAK DTSL I f METAL STUD, INTO EACH HIGH FLUTE. , 400T150-54, 24" LONG 9 REF. ELEVATION SKEW FLANGES AS I I -- - tl T.O.SLABflii, W/ (2) #12 S.M.S. REQ'D. DO NOT FASTEN NOTE: EL: REF. PLAN N,\_ I I 400S162-54 STIFFENER ‘ee° d : o- a e a I TO BOTTOM TRACK . EXTENDS FULL HEIGHT ,a a _ '." a " °" ° a d . CHANNEL BLOCKING WHERE INDICATED ON ---- - a.a -a "- ' a - - REF. 4/57.01 II „----,../e• ,- , TOP TRACK METAL STUD _---VI _- ELEVATIONS. ar a b i a _ .LJV_1-- DETAILS fi w (/) N 41) METAL STUD DETAIL IDF WALL METAL STUD DETAIL METAL STUD DETAIL 2 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" 4 1"= 1'-0" w 7. 03 QO 1 32"MAX. (2) 6(0162-43 2x6 BLOCKING W/ 11COMPRESSION POST AT (2) #8 WOOD SCREWS EACH HOI_DOWN, TYP. bassetti EACH SIDE I FASTEN TOGETHER W/ f _,s T.O. WALL I I � (2) #10 S.M.S. @ 16"o.c. ..--- ! I architects EL: VARIES (REF. ARCH.) 177 1,7z SIMPSON S/HDU4 ' 4005137-43 @ 16'b.c. P TOP TRACK (4) #8 S.M.S. EA. SIDE OF HOEDOWN, I9 IF STUD LIES WHERE �� 1 HEADER IS FRAMED, TRACK, EA.SIDE OF I I SPLICE (16 TOTAL SCREWS 721 NW 9TH Ave, Suite 350 TRIM TO FIT AT SPLICE CONNECTION) '� , Portland, Oregon 97209 __/\/__ I1 I 600S162-43 x 1'-4" T (206) 340 9500 F (206) 340 9519 I 1 I BASE TRACK I 518"� x 3 1/4" HILTI KH- EZ SCREW ANCHOR OR (2) 8d NAILS INTO I I I I SPLICE SECTION A-A 5/8"0 REDUCED BASE EACH TRIMMER I I I I THREADED WELD STUD CIVIL ENGINEER & LANDSCAPE STEEL STAIR STRINGER, AT STEEL BEAMS \,. i T s 7 BY OTHERS I I Cardno I 6720 SW Macadam Ave Suite 200, I I I I i HEADER J'+ I I I WA METAL STUD HOEDOWN Portland, OR 97219 T(503)-419-2500 + I I I TRIMMED TO FIT,TYP. STRUCTURAL ENGINEER Q I i I I (4} #10 SCREWS Engineers Catena E CLIP TRACK FLANGE g i TRACK BLOCKING TO MATCH AT LAP JOINT 1500 NE Irving St., Suite 412 �-( ' (3) 2x6 POST 1 I I STUD/JOIST; INSTALL BETWEEN . Portland, OR 97232 TSN VERTICLIP SLB400 I I I I I I END STUDS AND @ 8'-0"o.c. I . T(503)-467-4980 W/ (2) #12 S.M.S. INTO STUD MAX. I I I I CLIP BLOCKING FLANGE TRACK AND (2) 0.157"0 HILTI X-U AND BEND WEB; SECURE MECHANICAL ELECTRICAL & (% P.A.F.S INTO STRINGER 2x6 TRIMMER, I I STUDS OR JOISTS EACH BLOCKING FLANGE TO ' PLUMBING ENGINEER I I BOTTOM TRACK, FASTEN TO WF EACH SIDE OF POST I I I ! ei STUD FLANGE W/ (2) #8 Glumac .140111111111171 BEAM W/0.157'0 HILTI X-U P.A.F. I @ 16"o.c. (1/40 SCREW ANCHOR I I I I S.M.S. 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 @ 32"o.c. W/2" MIN. EMBED AT SIM.) I I T(503)-227-5280 f�; WALL BOTTOM TRACK, �� : , #8 5.M.5. @ 3"o.c. STUD PLYWOOD SHEATHING I I FOOD SERVICE CONSULTANT I I NOT SHOWN FOR CLARITY REF. 4/S7.04 1Design / ° AI CONCRETE WALL I i I I Webb Foodservice Desi I 1.-a.----- � AT SIM. I 1 I 3700 SE Lafayette Ct Portland, OR 97202 I A I #8 S.M.S. AT EACH T(503)-236-8566 STUD FLANGE I I WF BEAM I I I ACOUSTIC & AV CONSULTANT �• = -� -L i 4' 1 _eJ_ i ® � II 710 t 1/2"43 MIL STEEL ` The Greenbusch Group 1900 W. Nickerson r®-®-®l STIFFENER STRAP BLOCKING; FINISH / Seattle,WA 9811gSt., Suite 201 I INSTALL TAUT T 206-378-0569 I l fir` I I I I I BLOCKING ATTACHMENT TOP TRACK AT CORNERS COST CONSULTANT 1,--77-d/i-,,, , l o f m Construction Focus Ii- II 740 Almaden St. I • Le efe1 _ �,. BOX BEAM T 541-n686-2 031402 I I (5) #8 WOOD SCREWS SECTION A-A #8 S.M.S. EACH SIDE __ TRACK TO MATCH I I 9" LONG 600S162-54 / T&B OF STUD, TYP. STUD THICKNESS VC►T�/ EACH SIDE. PROVIDE A WEB STIFFENER W/ — A / W/ 1 1/2" FLANGE C,' D P�o�Agl WOOD SHIMS, AS REQ'D (6) #10 S.M.S. AS / SHOWN, EACH SIDE I I • I / , 1 S� ,tb, �O c`e- i NOTE: ,�' cif SHORE (E) WALL FRAMING AS REQ'D. A 8" 8" +R tON , f / s 'ARCH 9,200 �� STAIR WALL DETAIL FRAMING DETAIL °" M 2018.08.20 6 - TOP TRACK I l 1/2" = 1'-0" 1 1/2"= 1' 0" �� 7. , EXPIRES:06/30/2020 / SPLICE /\.( 1, I (E) WALL FRAMING @ 16"o.c. I • 1 TRIM WHERE NECESSARY / 1/2" GYPSUM I OR DENSGLASS T.O. WALL f 1 SHEATHING EL.: VARIES {REF. ARCH.] I I 4 • 6005162-54 @ 16"o.c. I f 600T150-54 FASTENED HEADER (E) PLYWOOD SHEATHING I I TO BOX BEAM W/ / I I I (2) #10 S.M.S. @ 16"o.c. #8 S.M.S. @ 12"o.c. / NOT SHOWN. REMOVE / AS REQ'D. RE-FASTEN TO I • ' NEW FRAMING W/ I I / -�� BENT PL7CONCRETE #8 S.M.S. @ 6"o.c. _L� - STAGGER PANEL / �' 7 REF. 3/S6.51 SLAB ON DECK ALONG PANEL EDGES I e e e e e e e e EDGE FASTENING AT rI -��- i HOLQOWN STUD / T.O. SLAB a {1) #10 S.M.S. ' / '''...-41:(.. s_ - a� EL.: VARIES I i EACH SIDE / r _ . . PANEL ' : . Y- ' 1° — d� . 41 #8 S.M.S. @ 12'b.c. @ �� EDGES 01 • INTERMEDIATE TSN VERTICLIP SLB600 I - I ' L® ®- e=e - ® ® ® ® FRAMING // i STEEL STRAP BLOCKING, REF. 5/57.01, EACH W/ 3 #12 S.M.S. INTO I I ® #8 SMS @ 6"o.c. SIDE OF WALL BEHIND ALL HORIZONTAL STUD AND (2) 0,157"0 HILTI I I 77 ; AT PANEL EDGES / X U P.A.F.S INTO BENT PL JOINTS IN SHEATH NG AND @ 4'-0"o.c. MAX. SIMPSON'S S/LS50, I I BOX BEAM, FASTEN • WF BEAM EACH SIDE TRACKS TO STUDS / t �e. ' I 1 I W/ #10 S.M.S. @ 6"o.c. _... ....0"•• c I 1 I n I I . I �. .0 . V SIMPSON SSC4.25 N. COMPRESSION POST 110 0.1 FRAMING CLIP AT HOEDOWN, TYP. -...N.,„,,,,,,, W/ (4) #10 S.M.S. \ I I IN JAMB T&B — 2-43 BAC BACK-TO-BACK \ I, /' 1// /,�/� // /,� WI CAP TRACK II ' 0' I I 43 MIL x 6x3 FASTEN g' TO EACH TRACK W/ 11 110 / 1 REVISION 8/08118 (2) #10 S.M.S. , II / 011 318"x 2 Al/2" HILTI KH-EZ BOTTOM TRACK, FASTEN TO HOEDOWN WHERE II SCREW NCHOR @ 2' D"o.c. j\it REVISIONS DATE 0 SOLE PLATE FASTENING OR I I Z SLAB W/ 1/4"0 SCREW FRAMING DETAIL INDICATED ON 11 / REF. 9/S6.12 FOR FASTENING ANCHOR W/2" MIN. EMBED /� PLAN. CENTERED @ 32"o.c. "f' 1 1/2" = 1'-0" ON STUD f1 CONCRET AT STEEL BEAMS I I o i T.O. SLAB SLABS / /� s ° EL.: REF. PLAN W i �, �� BASE TRACK TO MATCH d - a ` . " '` F $EAM 0 STUD WALL THICKNESS 000, #8 SMS @ d'b.C. ' '' W/ 1 1/2" FLANGE \- it AT PANEL EDGE �/� /- BASE CONCRETE - -- � • li:il•mir 0 - - - - - - • - .i.t. Ili il ilorlIgliI. - . - - - - - � . _ - " • SLAB-ON-GRADE Alt WF COLUMN ellh STAIR WALL DETAIL � . e 0 1 112 1' o" " CFS SHEAR WALL - ELEVATION TIGARD TUALATIN SD `J 0 METAL STUD SHEAR WALLS TIGARD --, % l''= l'-0" 1— ra o o o 0 0 0 0 0 0 0 0 0 0 0 O \ 0 01 HIGH #10 S.M.S. EA. \ \ SIDE, TYP. \ \ SCHOOL \\ I \ 97 MIL TRACK W/2"VERTICAL \ SLOTS, FASTEN TO BEAM co \ \ I W/0.157"O P.A.F.S @ 16"o.c. 7i_r/\,_ __ \ \ BRB & GUSSET PL, SLOT AT GUSSET & PROVIDE JAMB STUD W/ CAP TRACK. \ \ BY OTHERS P.A,F. EA. SIDE OF GUSSET REF. EXTERIOR ELEVATIONS BACK-TO-BACK A 1 DOUBLE JAMB DBL 9000 SW DURHAM RD. \ / /\ (5)#12SMS IN PRE- i STUDS JAMB II = FULL HEIGHT TIGARD, OR. 97224 \ / / \ DRILLED HOLES, i I STUDS -- I CAP TRACK HSS WIND GIRT, \\ // / \\ TOP & BOTTOM I i y JOB NO: 16992.00 REF. PLAN \ v _ r CAP TRACK AT 1- ALIGNMENT OF SUNSHADE -moi • \ \ - / 11 ® 1 ISSUE DATE: June 19, 2018 DRIFT DEFLECTION \\ \\ CL CONN.;_ MAX. N \, `` 1 SUNSHADE PL 11 AT TOP OF WINDOW u a DRIFT/DEFLECTION \\ \\ \ r-- - ® Jurisdiction Stamp Area J JOINT \\ \ ` 2 eI e 6 ,' \� , - FULL HEIGHT = e t•K SUNSHADE TSN DRIFTTTRAK, REF. \\ \ - '� •i1„I 11„ } CAP TRACK �' e • CONN. PL 8/57.01, FASTEN TO HSS /It I \\ \\ A A - II e W/0.1570 HILTI X U \\ \ COLD-FORMED r o I \\ \ METAL STUDS, � i 1 I �i '- ----- SUNSHADE �� I'D r P.A.F.S @ 12"o.c. \\ \\ I REF. ELEVATION, FASTEN TO BRB - - — \\ - J i, CONN. PL \\\ \\ W/ 1/2"0 REDUCED BASE I600T200-97 W/ \\ THREADED WELD STUDS @ 4'-0"o.c. Q 11 ®� (0} #110 SMS AT I \�\ \\ PROVIDE SLOT AT GUSSET ' e ,� 1- EACH FLANGE COLD FORMED METAL I I \\ \\ SUNSHADE AND \ i 11 \\ ATTACHMENT i H STUDS, REF. ELEVATION I I \\\ \\ BY OTHERS i \\ \\ SECTION A-A —��v-- r, \\ ® \\ \ KNIFE PL 3/8" METAL STUD \ \\\m WHERE SUNSHADE ALIGNS i SECTION BLB WITH CENTER OF WINDOW, 2 I \\ /� - \, , CENTER KNIFE LEG ON PLATE, I— DETAILS CL V WHERE SUNSHADE ALIGNS -uN� W WITH TOP OF WINDOW, f^ � 1000T200-68 @ EA.SIDE & AT LOWER BEAM, FASTEN ALIGN TOP OF KNIFE LEG vJ cfi TO STEEL W/0.157"0 P.A.F.S @ 16"o.c. SLOT WEB AT WITH TOP OF PLATE. I— co GUSSET & PROVIDE P.A.F. EA. SIDE OF SLOT c"" o C c., STUDS AT WIND GIRT DIAGONAL STUD CONNECTION KNIFE PLATE AT JAMB STUD w 57 . 04 0. 8 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" / O- COLD-FORMED METAL STUDS, REF. ELEVATION FASTEN TO HSS IJaSSetti W/0.157"O P.A.F.S @ 16"o.c. METAL ROOF DECK I I 5/16> 721 NW 9TH Ave, Suite 350 WF COLUMN -� I I I 5/16 Portland, Oregon 97209 I T (206) 340 9500 F (206) 340 9519 1 # I 1/a r) L... I 1/4 STIFFENER PL 3/4, TYP. 11 CIVIL ENGINEER & LANDSCAPE I I TSN DRIFTTRAK DTSL, IHSS BEAM, REF. ELEVATION Cardno REF. 8/57.01 WHERE BEAM ENDS AT COLUMN, 6720 SW Macadam Ave Suite 200, I �C — — _ I. .. t -. I Portland. OR 97219 EXTEND 1" PAST F.S. FLANGE & T(503)-419-2500 PROVIDE 3/8"CAP PL I 1 • (3) SIDES,\ 5/161> ii 3"MAx. STRUCTURAL ENGINEER COLD FORMED METAL TYP. / 5/16 - • STUDS, REF. ELEVATION 11 ill/ 1/8\ 2 12 Catena Engineers 11 1500 NE Irving Si, Suite 412 IN (0.125) 2-12 Portland, OR 97232 — _ C T(503)-467-4980 L — �' — ' MECHANICAL ELECTRICAL & EXTENSION PL 1/8x8 x CONT. PLUMBING ENGINEER I I AS REQ'D Glumac I I I I 900 SW Fifth Ave., Suite 1600 GLAZING, REF. ARCH. Portland, OR 97204 HSS 10x8x5/16 STU B I 111,....______---- 1 T(503)-227-5280 n ii v FOOD SERVICE CONSULTANT EXTERIOR DETAIL (D.31) Webb Foodservice Design 4 3700 SE Lafayette Ct {0.31) Portland. OR 97202 1 1 f2"= 1`-0" T(503)-236-8566 (0.25) ACOUSTIC & AV CONSULTANT (0.25) The Greenbusch Group NOTE: 1900 W. Nickerson St., Suite 201 CAP TRACK TO MATCH THICKNESS AT SIM., STUDS OCCUR BELOW BEAM & GLAZING OCCURS ABOVE & EXTENSION PL IS REQ'D. Seattle, 8- 98119 OF STUDS AND HAVE 1 1/2"LONG T 206 37$0569 LEGS. FASTEN TO STUDS W/ (2) COST CONSULTANT ROWS OF #10 SMS @ 24"o.c. Construction Focus SIMPSONHDU6 W/ 5/8 0 740 Almaden St. ROD EMBEDDED 14" INTO5/8 WEB-TO-WEB STUDS HSS GIRT CONNECTION Eugene, OR 97402 STEM WALL. DRILL AND T 541-686-2031 EPDXY W/SIMPSON SET-XP r _ S S,���EQ FR r 44 e r1 1 10 PANEL EDGE FASTENING le. y __,\/__ _An_ _AfF_ RV ]..., TO EACH STUD r IOREGO II I :s *'�ACfi 9,'G�° I O'' I ` M 2018.08.20 / , I - I I EXPIRES:06/30/2020 PLYWOOD SHEATHING 1 I METAL STUD WALL, FASTEN TRACK TO HSS W/0.157"O RETURN WALL I I P.A.F.S @ 16b.c. • I I I ...... I I I I ,1_ i PROVIDE WELD \(0.25) L _1®� I_ NOTE: SHIM AS REQ'D /(0.25) L — — e!� —— — - - —K. REF. 4/S7.51 FOR — — (E) ON INFILL COLD FORMED / ADDITIONAL STEEL STUD SHEAR WALL INFORMATION. e /i : _ _ _ e -( - - - HSS, REF. ELEVATION / • • co HOLDOWN AT ( E) WALL I I WF BEAM — - -,, II _ (1) 1/4"0 HILTI KH-EZ I COLD-FORMED METAL J� -� CENTERED ON COLD STUD, REF. ELEVATION FORMED METAL STUD WEB I I W/ 1 5/8" EMBED @ 24"o.c. I I — PLACE CONCRETE CURB 1 MONOLITHIC W/SLAB, REF. CONC. ON METAL ��, I 5/S5.02 FOR REINFORCING INFO. 1 REVISION 8/08/18 DECK, REF. PLAN FOR EXTERIOR DETAIL DECK DIRECTION QI 1� _I RIGID INSULATION IN HIGH TERMINATE CONC. o - `� & LOW FLUTE OF METAL DECK. • // 1 1/2"= 1`-0" REVISIONS DATE AT INSULATION _ ° 1" EXTEND TO TOP OF SLAB •. • I _ W ' .'••. ■■■■■iiii■i■■ii■s■■■■■e�iiiiii. = � �- .�" = a`: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■. - .■■f ■■■■■��\■■■■ai■■■■■■■u._ . . . . ' . 1— — — e ® PARAPET STUDS, ThiFLEXIBLE INSULATION ./ REF. 6/56.52 I§ @ IN DEFLECTION GAP RIGID INSULATION IN LOW FLUTES i — LOWER STUDS & CONNECTION • TO BEAM, PER 10/S7.03 (I u i I I ' • TIGARD TUALATIN SD „--,r">, „ , WF BEAM,TYP. TIGARD STEEL BEAM /1 REF. PLAN H I G H ______,\,__ TSN DRIFTTRAK, REF. 8/57.01 SCHOOL 4 = FASTEN TO UNDERSIDE OF BEAM SLAB THERMAL BREAK i W/ (2) 0.157'0 P.A.F.S @ 16"o.c. 6 1 1/2"= 1'-0" f l I 9000 SW DURHAM RD. COLD-FORMED METAL TIGARD, OR. 97224 I I / STUDS, REF. ELEVATION BOTTOM TRACK, FASTEN I I JOB NO: 16992.00 TO EA. HIGH FLUTE W/ #12 ISSUE DATE: June 19, 2018 S.M.S. IN STAGGERED ROWS I I 1 Jurisdiction Stamp Area I 3,. I METAL ROOF DECK, ire , TYP. �_I I I /,„ /J A .,..., METAL STUD - - — / I-L11 DETAILS U-�1 WHERE OCCURS U) n r. v, cT5 I— Go 2 O N EXT10RERIDETAIL wco '-0" DBL TOP PLATE SHEAR WALL SCHEDULE (2) 0.148"0 NAILS 0.148"0 NAILS @ @ 4"o.c. AT SPLICE FRAMING 4' o" WALL WALL WOOD STRUCTURAL EDGE THICKNESS AT SILL PLATE SILL PLATE SHEAR CLIPS L f i 1SYMBOL SYMBOL PANEL SHEATHING NAILING ADJOINING THICKNESS FASTENING bassetti I L I I I I I I I I I I I I I I ' ( -ILDIAPHRAGM NAG NG PANEL EDGES architects FLOOR SHEATHING, O 2x6 @ 16"o.c. 15/32" 0.131"0 @ 6"o.c 2x 2x 5/8"0 A.B. A35 @ 20"o.c. CL COL. SPLICE WHERE 2 @ 4'-0"0.G. MAX. -A,- -ham __/\,_ AT ROOF JOISTS, PROVIDE REF. PLAN OCCURS 43MIL x 1 1/2" 1/2"0 SIMPSON TITIN A35 @ 16"o.c. WEB STIFFENERS EA.SIDE, O 6005162-43 @ 16"o.c. 15/32" #8 SMS @ 6"o.c 43MIL TRACK 2x STUDS 721 NW 9TH Ave, Suite 350 NAILED OPTION TYP. MIN. HD @ 2'-0"o.c. MAX. -- - .. ... ... _ f / 5/8"0 A.B. A35 @ 20"o.c. Portland, Oregon 97209 L� O 2x4 @ 16"o.c. 15/32" 0.131"0 @ 6"o.c 2x 2x @ 4'-o"o.c. MAX. T (206) 340 9500 F (206) 340 9519 DBL TOP PLATE SIMPSON MSTC28 I I I CENTERED 0.148"O NAILS I I s `' BETWEEN SPLICE I POINTS @ 1 f j\\NOTES: CIVIL ENGINEER & LANDSCAPE 4' 0" 16"o.c. ,i 1. REF.3/S7.51 FOR EDGE NAILING REQUIREMENTS AT ADJOINING SHEAR WALL EDGES. I Cardno i / ........_ 2. REF.5/57.51 & 6/57.51 FOR SILL PLATE ANCHORS. 6720 SW Macadam Ave Suite 200, L I :� a: o a•: ::e -0:J I JOISTS, REF. PLAN GLU-LAM BEAM, I Portland, OR 97219 • J1 T(503)-419-2500 TOP FLANGE HANGERS; REF. PLAN BEAM, REF. PLAN SIMPSON CCQ COL. AT ROOF JOISTS, FILL ALL CAP TO MATCH POST& SHEAR WALL SCHEDULE STRUCTURAL ENGINEER NAIL HOLES W/ 10d x 1 1/2", -/\ Catena NOTE: BEAM COMBINATION 2x STUDS ROTATE COLUMN CAP STRAPS N.T.S. 1 00 NE Irving St, Suite 412 STRAP OPTION WHERE NECESSARY. --N- WOOD COLUMN, Portland,OR 97232 REF. PLAN T(503)-467-4980 NOTE: SPLICE SHALL OCCUR OVERASTUD. HOLDOWN & STRAP SCHEDULE - DF/L STUDS[1,2] MECHANICAL ELECTRICAL PLUMBING ENGINEER ANCHOR Glumac 0TYPICAL TOP PLATE SPLICE G4) JOIST CONNECTION TO BEAM TYP. BEAM SADDLE AT MID SPAN POST SIZE CONCRETE EMBEDMENT [4] pots Fifth 972pquite1600 N.T.S. N.T.S. N.T.S. TYPE {MIN.) FASTENERS CAPACITY NOTES T(503)-227-5280 U.O.N. SIZE STEM WALL[5] FOOTING (KIPS} TOP OF WALL CONDITION [3,15] [13] C.I.P. OR [9] FOOD SERVICE CONSULTANT SHEATHING, REF. PLAN VARIES, REFER TO DETAILS C.I.P.[6] ADHESIVE[7] ADHESIVE[6,8] Webb Foodservice Design CUT ON PLAN 3700 SE Lafayette Ct. N FRAMING, REF. PLAN Er LTT20B (2) 2x (10) 0.148"0 x 3"NAILS 5/8"0 OR 3/4"0 [10] 10" 10" 8" 1.5 [10,11] Portland, OR 97202 / \ 0 HDU2 (2) 2x (6) SDS 1/4x2-1/2 5/8"0 10" 10" 8" 3.1 - T(503)236-8566 1 -' NII TJ Li-i] 1 HDU4 (2) 2x (10) SDS 1/4 x 2-1/2 5/8"0 10" 10" 8" 4.6 - ACOUSTIC &AV CONSULTANT I# [ 0O HDU5 (2) 2x (14) SDS 1/4x2-1/2 5/8"0 12" [14] 8" 5.6 __ The Greenbusch Group 11 II I DIAPHRAGM EDGE DIAPHRAGM EDGE w HDU8 (3) 2x (20) SDS 1/4 x 2-1/2 7/TO 15" 15" [16] 10" 7.9 Seattle,WA 98119 I 11 I I I NAILING 1 T 1 1 1 1 NAILING U HDU 1 1 (1) 6x _ - T 20fi 378-0569 ' ROOF SHEATHING ROOF SHEATHING Z (30) SDS 1/4 x 2 1/2 1"0 20" 12' 9.5 \ I / 0 HDU 14 (1) 6x (36) SDS 1/4 x 2-1/2 1"0 23" --- 12" 14.4 --- COST CONSULTANT SIMPSON A35, ]-1/2" LVL OR LSL U Construction Focus 2x6 ABOVE AND I HEADER, WEB STIFFENER AS HD19 (1) 6x (5) 1"0 BOLTS 1-1/4"0 20" --- 12' 19.1 - 740 Almaden St. WHERE SHEAR BELOW HEADER ! REF. PLAN WALL OCCURS BLOCKING REQ'D BY MFR Eugene,OR 97402 BETWEEN JOISTS CS16 .148 O x 3 NAILS -- -- --- --- 1.7 ] T 541-686-2031 (4) 0.148"x 3" I f 1 I [ I B.O.SHEATHING (1) 2x (20) 0 1 1 B.O.SHEATHING _---..__ I i[ 1 NAILS EA. END I - JI -..ST T, ` 0 CS14 {1) 2x (26) 0.148"0 x 3" NAILS - 2.5 [12] EL: REF. PLAN _+ EL: REF. PLAN 0 - - - - � !I HOAINGER _ 1 MST48 (2) 2x (32) 0.162"0x3-1/2'NAILS 4.0 [12] S4,%U PR Upq� I I KING STUD I I 11 y-- SIMPSON A35 WHERE G MST60 2 2x 46 0.162"0 x 3-1/2"NAILS ---- --- ---- 6.2 [12] '� 11� H �s49/�1 I SHEAR WALL OCCURS { ) [ }TRIMMER STUD 1 \ / '\ �� 1 O --- ---- - 44 9 �� CMSTCI6 (2) 2x [50} 0.148"0 x 3 114" NAILS 4.6 [12] r \ �' AT ADJACENT 1-1/2"CONT. LVL //1-___"„„Im JOIST, -' '" G CMST14 (2) 2x (56) 0.162"0 x 3-1/2" NAILS -- --- --- --- 6.5 [12] PANEL JOISTS; BEAR AT TOP OF WALL IN - - - - • IN 2x6 SILL WHERE T��-- ---- ---- OPENINGS; OR LSL RIM JOIST : TYP., REF. PLAN /// ACCORDANCE W/MFR REQUIREMENTS; \\ PROVIDE (3) KING EDGE NAILING CMST12 (2) 2x (74) 0.162"0 x 3-1/2" NAILS 9.2 [12] CCN 4,2 OCCURS 1-JOIST, LVL, OR LSL BLOCKING @ 4'-0"o.c. INSTALL (2) 16d TOE NAILS EACH SIDE TO °� STUDS AND (2) PANEL W/ (2) l 6d TOE NAILS TO TOP PLATE TOP PLATE LW . .4' ` (2) 0.148"0 x 3" I TRIMMER STUDS EDGE NAILINGWALL SHEATHING �j NOTES: 2018.08.20 NAILS EA. END WALL SHEATHING (2) 2x TOP PLATE STUD WALL (2) 2x TOP PLATE [1] NOT ALL HOLDOWN TYPES ARE NECESSARILY USED. [9] INCLUDES 1.6 LOAD DURATION INCREASE FOR WOOD. EXPIRES:06/30/2020 6*--1-- o -. - - ��- [2] REFER TO DETAIL 4/S7.51 FOR TYPICAL HOLDOWN DETAIL. [10] STANDARD CUT WASHER BETWEEN SEAT OF STUD WALL -�^ NOTE: NOTE: ANCHOR AND NUT AT 5/8"0 ANCHOR BOLT. AT SHEAR WALLS, REFER [3] REFER TO SCHEDULE 1/S7.51 & DETAIL 3/S7.51 FOR PANEL EDGE I AT SHEAR WALLS, REFER TO SCHEDULE 1/S7.51 NAILING REQUIREMENTS AT SHEAR WALL POSTS. [11] 0.148"O x 3-1/4" NAILS ARE ACCEPTABLE WHERE i TO SCHEDULE 1/57.51 FOR EDGE NAILING, 0.148"O x 3"NAILS ARE SPECIFIED. -LJ',r -Ar - -�- ______N___ FOR EDGE NAILING, [4] BASED ON MINIMUM f'c = 2500 PSI CONCRETE. AND A35 SPACING. [12] TOTAL NAILS SPECIFIED; INSTALL HALF ABOVE AND AND A35 SPACING. [5] 6"WIDE MINIMUM STEM WALL AT 5/8"0 ANCHOR BOLTS; HALF BELOW THE LEVELS CONNECTED. ADD'L KING STUD AT EXTERIOR OPENINGS AND AS 8"WIDE MINIMUM STEM WALL AT > 7/8"O ANCHOR BOLTS. INDICATED ON PLAN; LAMINATE STUDS WITH (2) [13] HOT-DIPPED GALVANIZED BOLTS AT PRESSURE TREATED SILLS. ROWS OF 0.148"0 x 3"NAILS @ 12"o.c.STAGGERED [6] HEX HEAD BOLTS WITH STANDARD CUT WASHER AT CAST-IN-PLACE (C.I.P.) TYPE ANCHORS. [14] CONTACT ENGINEER OF RECORD FOR POST-INSTALLED HOLDOWN OPTIONS. [7] THREADED ROD WITH SIMPSON SET ADHESIVE. [15] LAMINATE MULTIPLE 2x STUDS WITH (2) ROWS OF 0.148"0 x 3" NOTE: LAMINATE TRIMMER STUD TO KING STUD WITH (2) ROWS OF NAILS AT 12"o.c. STAGGERED. 0.148"0 x 3"NAILS @ 12"o.c.STAGGERED. [8] THREADED ROD WITH SIMPSON SET OR HILTI HY-200 ADHESIVE. [16] REDUCED INSTALL TORQUE REQUIRED. 411111/1 FRAMED WALL OPENING ELEVATION INTERIOR WALL PARALLEL TO JOIST R INTERIOR WALL PERP. TO JOIST HOEDOWN/STRAP SCHEDULE N.T.S. O N.T.S. `-' N.T.S. N.T.S. 2x MEMBER AT ADJOINING PANELS I Q.EQ REF. 6/S7.51 FOR WASHER AT 5/8"0 ANCHOR BOLTS @ \ N. SHEAR WALL ANCHOR 48"o.c.TYP. AT NON-SHEAR I . " ' . . " " . . " ( BOLTS;STANDARD WASHER WALLS; REF. SCHEDULE I I J PANEL JOINT \ \, ACCEPTABLE AT NON-SHEAR 11/S7.51 FOR SPACING AT I r - - rr - - - Ti- - - -1r - - 7i- - - - ri - - - moi- -I 1- �rr - - - r� - - - �� - - -it - - - rr r I ACCEPTWALL ABLE CHOR BOLTS SHEAR WALLS ! 'I I I 6 I I I I I I I I I I I I I I I I I I II 6 I I I I TYPE (1)TO n SHEAR WALLS II II II II II 11 II II I 11 l I I' II II II II II li II II 11 I I I I v '� STAGGER - INSTALL (1) BOLT - I T- -11- 7117 711_ 7117 -a 17 711_ 47 - �1-- k 1 1 1 1 11 II 1 I 11 11 11 II II I I 11 I I 1 I PANEL SIDE EACH SIDE OF NOTCH JOINTS, SEE r II 11 11 II II II II 11 11 11 II I •I II II II 11 11 II 11 11 11 II 11 I I I (2) BOLTS MIN. PER WHERE SILLPLATE IS 0.148 Ox 3" @ 4'o. . _ .. I 11 II II II II II 11 II II It 11 EDGE I �• u .._. i- _ - JL _ _ _1I_ - .� _ - _ _11_ _ _ -IL - _ _ u - _ - � _ _ _ _L _ - _ _1L _ _ _ u _ � I c NOTE 1 I I I E I I I I I I I I I I I I I I I NAILING, I i �� • ;�� • I SILL PLATE SEGMENT DRILLED OR AT (2) 2x MEMBER 2 REVISION 8/08/18 I I 11 I I II I II II II 1 11 II TYP. 1 11 11 I NOTCHED MORE 1 BP2 ADD#2 4/18/18 1 II 11 II 11 11 11 11 11 11 I I 9 II © 11 I O THAN 1/3 OF PLATE 1 FRAMING I • •• • _LI. . _U WIDTH %#\\ II II EI II II II II II II II If • • ,T - FT - - - TI-- --I - - - -I- _. - - T1 - - - -n- - - -17 - - - 1T - - - - - - - 71- - - -1r - - - fT - r I IL:. . . II . . . . . . REVISIONS DATE �r �r �>_ 1- �Ir-�r 1 r �r 1 I- r EDGE II 11 II II II II II II II 19 FIELD `rt'- - I* - - - rt1- - - 11- - - rt1- - - - tt - - - fil- - - Il- - v -It - - - ti - - - rtl- - - � r - - -Irt -f \ \ 1 11 II II II II II II II •1� = i17 = _ 7[ 17 _ _ 71i_ _ _ _ii_ _ _ _ _ti` - _._ -I1--. - - = - L = T1- = = � 1- _ _ 1_ _ _ -1 1 ® J ® ® ® I El NAILING I NAILING, - - - - - - - - F-7 3x OR (2) 2x MEMBER II 1 i 1 II II 11 II II 11 1 11 �; TYP. st- II 11 II 11 1 I 1 I 11 II 11 II II II \ w 1 II II II II I 11 11 II II II 11 I.1 11 11 II 11 II I I II II II II 11 I I 11 I CENTERED ON PANEL 1 II I! II II II 1 II II II II 1 I 11 Il II 11 1 ! II I II I II II II 11 1 I 1 I "L" "L"/ f JOINT BEARING/ 1= , '.= �- ��_ ` �fr �� �� zlli. .11I1 II II II I � II '�2 II 1011 11 II II 11 II SHEAR WALLS I II I I i I I I II II I I II II 1 I 11 I.I I 1 I II 11 1 1 11 �/ 11 E I I I I I I I I I I I PANEL JOINT OR BEAMS - � I_ J L _IL _IL LL _ ll 1J 11_ _H_ J L _IL _LL _ •I 1 11 11 I 1 1 i I I 4s 1 I 11 I I i t 3 11 I I I I II II 11 105 II 11 11 11 II 1 1 I I I I I I SILL PLATE SPLICE TYPE r�SHEAR WALLS T `/3 / j -11- 11- 11- IT TT -11 71 -11 -11- -I1- IT •I.1 11 ® I I 11 II H I 1 1 11 v 1 1 11 I I II II 11 1 1 EDGE NAILINGXII 11 II II II H II 11 II 11 BLOCKINGATALONG SHEAR 11 11 1I 11 II II II II II EDGES WHERE •1 1 11 I ! II 11 i1 II II I I II II II II "L"= 41/2"MINIMUM, 1 -0" MAXIMUM. NOTE: EDGE NAILS SHALL BE AT LEAST 3/8" FROM WALLORDRAG �� �� �� �� �� �� �~ �� � � = INDICATED HII II II i1 II II II EI IE ® II II 11 11 STRUT, REF. PLAN 11 11 11 I I I I I I 1 I I I II 11 ON PLAN I I I I I I ! 11 I I I I I I I I I I I I I I I I NAILING. ANDEDGES PANELS. STAGGER II II II II II II II II II II II .11 II II II i1 I1l II II II II II II II II NOTES: �I,I II 11 II 11 I fi 1.1 I If I I I I I I in i I 1 I 0II II II II 11 11 II u 11 11 TYP. SILL PLATE BOLT PATTERN ADJOINING SHEAR WALL EDGES 1. MAINTAIN 1/8"GAP AT ALL PANEL JOINTS; REFER TO GENERAL STRUCTURAL H I I I I I I I f I I I 9 I I I I I I I I ! I I I I I `II II 11 II II I,I II II II 11 I1 1I II NOTES FOR ADDITIONAL INFORMATION. Mr N.T.S. N.T.S. XI I I III I I I 11 �I I 1 1 II 11 U 11 I I TIGARD TUALATIN SD 2. PANELS SHALL BE 4'-O"x 8'-0"MINIMUM EXCEPT AT BOUNDARIES AND CHANGES IN TYP. \ 11 11 11 11 1 1 II I I 6 II II II II 1 1 FRAMING; SUCH UNDERSIZED PANELS SHALL HAVE A MINIMUM DIMENSION OF 24" •I I I II 11 II I I I I I II I I N II II UNLESS EDGES OF ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR I 1' I II I II I I II II II II ®I I II II E II I I WALL END TIGARD BLOCKING. I *1.0 I I I II II 11 11 11 II 11 11 11 11 O 1 . 3. INSTALL NAILS 3/8" MINIMUM FROM PANEL EDGES. t .1 I I I 1 1 II II U II II I I I I 11 IJ 1 I I1+1 '1 N- WALL END q I I. II I lO II II II 1'1 II II 11 II H II I IV '+` V ,+ HIGI-I 1 J Ill -,_ - 11- - - L - - 1- - - ti 7 _ 11- '� - -11_ _ LL _ - - ry - - - 41- - - - ._ _ x _ 11 L I I I+ I 1 1 1+1 SHEATHING PER I 1+ •• • �,r, I I I+ + SCHEDULEI /57.51 1 1 1+1 SCHOOL PANEL EDGES ES I I O 0 0 4"SHEAR WALLS: ,k 1+1 I+I PLYWOOD DIAPHRAGM G 1 1 PL 0.229x3xa'-3" OR • BUNDLED STUDS OR 1 4 I I SIMPSON BPS 5/8-3 Li lik POST PER PLAN W/ N.T.S. I 1 ► �p�6•, EDGE NAILING PER 1 I 6"SHEAR WALLS: 4." (:), X SCHEDULE 2/S7.51 I I PL 0.229x3 x 0.-4 1/2" 9 NOTES: - 9000 SW DURHAM RD. I /'' I OR SIMPSON BPS 1. REF.SHEAR WALL SCHEDULE 2x TRIM STUD AROUND TIGARD, OR. 97224 I 1 _._ _0"MAX. 5/8-6 -.�- 1/57.51 FOR SHEAR WALL TYPES. BOLTS; DO NOT I 1A.B.'S PER JOB NO: 16992.00 \ PLATE WASHER 2. HOT DIP GALVANIZE ALL SCHEDULE COUNTERSINK BOLTS o FASTENERS AND PLATES N 1/S7.51,TYP. pHOLDOWN PER PLAN ISSUE DATE: June 19,2018 CONTACT W/ PRESSURE- SCHEDULE 2/57.51 Jurisdiction Stamp Area FLOOR SHEATHING, T.O.STEM WALL 1 , .L illi EDGE NAILING TREATED SILL PLATE. EL.: REF. PLAN 1 REF. PLAN FLAT SIDE OF \ PLATE WASHER 2/S7.51� J SHEAR WALL KEYED NOTES: 3 w `\ "' PT SILL PLATE Q Q HOT-DIPPED � � m m 1yf PRESSURE- 1, GALVANIZED EDGE NAILS 1/2"MAX. , , HEADED A.B.'S PER HOEDOWN ANCHOR OR STRAP, REFER TO PLAN. TREATED 1 O JOIST/RIM BOARD SPACE. O ALIGN BUNDLED STUDS OR POSTS ABOVE WITH ® �) 2x6 MINIMUM.SHEAR WALL OT; REFER TO DETAIL 2/S7.51, SILL PLATE �' A HOEDOWN 1__. 2x4 FLAT BLOCKINGCONCRETE CONTINUES SCHEDULE BUNDLED STUDS OR POST BELOW. N 1 II 1 W/SIMPSON Z2 CLIP © 410, ® INSTALL SOLED BLOCKING AT PANEL EDGES; WHERE OCCURS L1- , II 7 , EACH END,TYP. TYPICAL WALL STUDS. ANCHOR BOLTS; REFER TO DETAILS 5/57.51 & 6/57.51 REFER TO SHEAR WALL SCHEDULE FOR • 11 CONC. STEM JOIST, REF. PLAN -‘ �� 11 WALL \ II �� JOIST HANGER, FRAMING THICKNESS AT ADJOINING PANELZ.;, O II (� WOOD STRUCTURAL PANEL SHEATHING II © Q STEM WALL (WHERE OCCURS) AND EDGES. #4 x CONT. PLACED ° rn - a z 0 REF. PLAN ORIENTED HORIZONTALLY OR VERTICALLY; FOUNDATION. OUTBOARD OF ,4'- ; . 6 m 11 - m 11 REFER TO SHEAR WALL SCHEDULE FOR , ALIGN (1) STUD MINIMUM WITH PANEL EDGES;SEE ALSO '�v. " o O I I C O 1 II ANCHOR BOLTS,TYP. 4 . w CONC. _�} O w REF. FOR AREAS OF ADDITIONAL REQUIREMENTS. EDGE NAILING; REFER TO SHEAR WALL 3/57.51 FOR ADDITIONAL INFORMATION. 46 B.O. FTG. O��- �, `'�/�j FOOTING ��- WOOD DETAILS DIAPHRAGM TO BE BLOCKED, IF ANY, PRESSURE-TREATED SILL PLATE; CONNECTORS O SCHEDULE 1/57.51. TOP OF WALL CONDITION VARIES. ANCHOR BOLT; REF. a EL: REF. PLAN ,s.,/ �j\�j\\ O AND HARDWARE IN CONTACT WITH SILL SHEAR WALL SCHEDULE e . /` J \'\ EXCEPT AS OTHERWISE NOTED ON PLATE SHALL BE HOT DIPPED GALVANIZED. • INTERMEDIATE SUPPORT NAILING @ 12"ac• REFER TO DETAILS CUT ON PLAN. ° Y ° g�l/16 LARGER THAN LL \��\/,`\/`\\'\\�,/\\/:\ \//\�*\//\\//\\/\\ 11 DETAIL 14/S7.51 cD DOUBLE NUT & WASHER If ANCHOR BOLT LOCALLY INCREASE FOOTING THICKNESS W 40 DOUBLE TOP PLATE WHERE OCCURS. REFER TO PROVIDE EDGE NAILING TO EACH SHEAR ' V-0"MIN. h DETAIL 12/S7.51 FOR TOP PLATE SPLICE. WALL POST; PROVIDE STAGGERED NAILING 2"MIN.-) DIAMETER; DO NOT AS NECESSARY TO ACCOMMODATE �/ TO EACH MEMBER WHERE SHEAR WALL POST OVER-DRILL HOLE IN SILL HOLDOWN ANCHOR BOLTS I- CY) TYP . DIAPHRAGM IS BUILT-UP FROM MULTIPLE MEMBERS. PLATE HD TYPE HOLDOWN LTT & HDU TYPE HOLDOWNS g BLOCKING AT PANEL EDGES SHEAR WALL ELEVATION TYP . SILL PLATE AT SHEAR WALL TYP . HOEDOWN AT CONCRETE w S7 . 51 N.T.S. N.T.S. `•' N.T.S. N.T.S. j- A 4x NAILER, W/WIDTH RIPPED WALL STUD /0,000* SIMPSON Ijassetti AS NECESSARY, ANCHOR TO WF W/5/8"O ASTM A108 THREADED CS16 WELD STUD ANCHORS @ 32"o.c. PANEL EDGE NAILING AT SIM. BEAM WIDTH COIL STRAP W/ COUNTERSUNK HEX NUT AND �, + 1/8" ■rry .10,:,:_________./ �� architects STANDARD WASHER PLYWOOD SHEATHING SIDE PL,TYP. JOIST, TYP. \\I 1/4"TYP. SIMPSON H8 STRAP_ / TYP.j 3/16 � FLAT 721 NW 9TH Ave, Suite 350 �.. /ii /A, ��� ,. z,-,- _ -- �= BLOCKING, Portland, Oregon 97209 �rjy iv iv TYP. I _ T (206) 340 9500 F (206) 340 9519 BEARING PL g TOP PLATE; SECTION A-A J / DOUBLE 2x6 O + i , NAIL TO EA. STUD COLUMN WIDTH, MIN. NA 13) 16d TOE NAILS SECTION A-A W/ SIMPSON H8 TIES AND SIMPSON CS16 x 4'-0"COIL STRAP CIVIL ENGINEER & LANDSCAPE S + T.Q. PARAPET / W/8d NA4LS AT EA. HOLE; PROVIDE TIES AND STRAPS Cardno SHEATHING CL COL. EL: R.A.D. AT 4'-0" o.c. AND AT EACH KING STUD ADJACENT TO WINDOWS 6720 SW Macadam Ave Suite 200, + SPLICE, WHERE OCCURS / Portland,T(503)-419-2500 97219 \ /- PANEL EDGE NAILING A A - il , 1' -g°I SIMPSON CS16 COIL •11- 1 2x6 LEDGER W/ (2) 16d AT EA. STUD AND STRUCTURAL ENGINEER f/ 1 112"TYP. STRAP W/8d @ 3"o.c. Catena Engineers 10d @ 6"o.c.TO WALL BLOCKING �, FULL LENGTH OF WALL v..< B.O.SHEATHING 1500 NE Irving St., Suite 412 I-JOIST (BY OTHERS) Q ! � ' EL: REF. PLAN Portland, OR 97232 #�� //�/� �� /./1 t I s- / j T(503)-467-4980 - WEB STIFFENER EACH SIDE I I -k--- 2x6 WALL BLOCKING / 1 M BETWEEN EACH STUD // MECHANICAL ELECTRICAL & ! `% \ 2x4 FLAT BLOCKING PLUMBING ENGINEER `` lin SIMPSON RBC @ 48"o.c. �� FULL EXTENT OF SIMPSON Glumac WF BEAM - SIMPSON TYPE B TOP FLANGE \ HANGER, FILL ALL NAIL HOLES Q I I I STRAP W/SIMPSON Z2 CLIP EA. END. 900 SW Fifth Ave., Suite 1600 W/ 16d x 2 1/2"NAILS I I BEAM, REF. PLAN PLYWOOD Portland, OR 97204 1/4/ I i i SHEATHING, TYP. �� D T(503) 227-5280 ROOF JOISTS, I SIDE PL1/4 EA. SIDE W/ COLUMN, REF.PLAN --At (4) 3/4V A307 BOLTS REF. PLAN FOOD SERVICE CONSULTANT 2'-0" 2'-0" Webb Foodservice Design BEARING PL1/2 EXTERIOR WALL • » TYPICAL JOIST HANGER STUDS REF. PLAN TYP.SPACING 3700 SE Lafayette Ct. • REF. PLAN Portland, OR 97202 8 N.T.S. T(503)-236-8566 i ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 TYPICAL BEAM SADDLE AT INTERIOR POST ROOF DETAIL Seattle,WA 98119 T 206-378-0569 SIMPSON TYPES TOP FLANGE74 N.T.S. N.T.S. HANGER W/ (6) 16d x 2 1/2" / (4) WELDS, COST CONSULTANT NAILS INTO JOIST 1/8/ 2 \8"TOTAL Construction Focus 740 Almaden St. Eugene, OR 97402 PANEL EDGE NAILING W/ T 541-686-2031 WEB STIFFENER EACH SIDE 0.157"0 P.A.F.S AT SIM. t' DOUBLE TOP PLATE 1 PANEL EDGE NAILING ��UCTURq r' /// / -7u; /` %'// ././� 777 ////// ////' //7/ (E) 2x4 STUD WALL, TRIM T.O. PARAPET 0 PROf�cs • STUDS AS NEEDED FOR NEW EL: REF. ARCH. �`.a /� OPENING, FASTEN EACH SIMPSON LT-206 W/ (8) lOd , y W AND 1/2"x 4" FULLY THREADED � : - STUD / (2) 16d TOE NAILS �� ' + + INTO HEADER (NOT SHOWN) LAG SCREW @ 2'-0"o.c. MAX. _, (4) 1/4"x 4 1/2"SIMPSON 1 ;4 <---„ 10d @ 3"o.c. SDS SCREWS AT EACH STUD ' 'E . s <-› + + STEEL STRAP, REF. PLAN. 2x'STUD DEPTH' BLOCKING ,�5O Cf1 200*•0`� PROVIDE 2x6 FLAT BLOCKING FOR EXTENT OF SHEAR WALL `N M. T41'! + + FOR EXTENT OF STRAP 2018.08.20 06/30/2020 B.O.SHEATHING - i HEADER W/ 10d NAILS STAGGERED I - L. . EL: REF. PLAN / - - @ 8"o.c. T&B. EXTEND HEADER TO `` PANEL EDGE NAILING 1 � r// �� �� �� /./1- �� "IMI" NEXT FULL HEIGHT (E) STUD EACH I) ��� END AND PROVIDE (1) NEW 2x4 I I-JOIST (BY OTHERS) ��I I TRIMMER NAILED TO (E) STUD f1 f 1 WF BEAM �'��'� W/ (2) lOd @ 12"o.c. / {� N� WEB STIFFENER / EACH SIDE ROOF JOIST NOTES: - HEADER, WHERE OCCURS, 1. SHORE FRAMING AS REQ'D DURING INSTALLATION. REF. PLAN AND 13/S7.51 2. PROVIDE ADDITIONAL FRAMING TO ACHIEVE REQUIRED ROUGH OPENING. TOP FLANGE HANGER; FILL ALL NAIL HOLES W/ 10d x 1-1/2" 1-3/4" LSL LEDGER TO MATCH DEPTH ,1)/ TYPICAL JOIST HANGER SECTION ` � OF JOIST. PROVIDE {2J SIMPSON / ! I, MSTI36STRAPSATSPLICES • 9 �- STUD WALL = SHEATHING i ROOF SHEATHING /-: JOIST 1 0 EXTERIOR WALL PERPENDICULAR TO JOIST N.T.S. 1 1 REVISION 8/08/18 JOISTS, REF. PLAN At REVISIONS DATE I TOPPING WHERE OCCURS, ► � I I.;' REF. ARCH. 1 [ :; BLOCKING, 2x4 W/ (2) 16d SINKERS REF.8/S7.51 2x BLOCKING @ DBL TOP PL NAILED ; 16"o.c.w/"Z"CLIP PLITEQ GENIECLIP LB @ 48"o.c. W/ 10d @ 16"o.c. (NAIL AT MID-HEIGHT OF SLOT) EACH PLY AS SHOWN FILLER WOOD WHERE REQ'D, TYP. \ . , _ , ___ . .. . „t_ (2) 2x6 TRIMMERS BEYOND FASTEN HEADER TO KING / STUD W/SIMPSON A35, I ; EACH SIDE I I r , I I _ HEADER, PROVIDE FULL T+ +�� -� BEARING ON TRIMMERS I - __ =1T: B -l_ _ o SECTION CEILING SHEATHING WHERE TIGARD TUALATIN SD i OCCURS; REF. ARCH. FOR SIZE 6 AND CONNECTION; DO NOT TI GAR D 1 = 1 -0CONNECT WITHIN 16" OF WALL Id TOP PLATE; CONNECT TO WALL TOP PLATE W/"DS" @ 16"o.c. HI G NON-BEARING V BOUNDARY NAILING WOOD STUD WALL - BLOCKING @ 48"o.c. EACH SIDE OF JOINT SCHOOL SIMPSON TOP FLANGE TYPE B JOIST HANGER NOTE: W/ (14) lOd NAILS PANEL JOINT PLITEQ DEFLECTION CLIPS NOT REQUIRED WHERE PERPENDICULAR WALLS ARE SPACED CLOSER PLYWOOD THAN 10'-0"o.c. AND TOP PLATES ARE JOISTS, REF. PLAN 9000 SW DURHAM RD. TIGARD, OR. 97224 SHEATHING PANEL EDGE NAILING CONNECTED IN "LOG CABIN" FASHION PER / TOPPING, REF. ARCH. JOB NO. 16992.00 ��.__..�..AiPi� ����__ : i PLITEQ GENIECLIP LB @ ISSUE DATE: June 19, 2018 OP 48"o.c. (NAIL AT MID-HEIGHT - + + OF SLOT) Jurisdiction Stamp Area <>" r + + + + l I • SHEAR WALL SHEATHING -I- - - _ = �-k- B c - - - - - - - i � JOIST, TYP. —/' � 4 Q OCEILING SHEATHING WHERE WEB STIFFENER - HEADER WHERE OCCURS; REF. ARCH. FOR SIZE EACH SIDE,TYP. _ OCCURS in AND CONNECTION; DO NOT >-`_ OPENING R.O. CONNECT WITHIN 16"OF WALL WOOD DETAILS DOUBLE TOP PLATE EL: REF. ARCH. NON-BEARING TOP PLATE; CONNECT TO WALL TOP PLATE W/"DS"CLIPS @ 16"o.c. 2 WOOD STUD WALL ____A___cr) 1— 0LU - STUD WALL ♦^ F---: v, •zr 6-5 co i N INTERIOR WALL PERP . TO FLOOR JOISTS NON-STRUCTURAL PARTITION WALL HEAD CONN . ct N w S7` . 52 co N.T.S. N.T.S. CL A • PLYWOOD SHEATHING __An_ SIMPSON STRAPS AND bassetti1/ BLOCKING, REF. PLAN I METAL STUD LEDGER I - 6001150-43 LEDGER architects (E] METAL STUD WALL W/FASTENED{2] #8TO S.M.S. ° r� �� FASTENED TO (E) STUD WALL I I 7 A 0/ AT EAC. STUD. EE ► (ATE 1 I� DOUBLE TOP PLATE EDGE OF ROOF �� 1 I 57.5b #8 S.M.S. @ 4"o.c. J 1 II 7 � 1T r E f _ -r - SIMPSON STRA'�'t T.O. WALLSIMPSON H2.5 W/ #8 BLOCKING, REF. 6"METAL STUD WALL J 721NW 9TH Ave, Suite 350 EL.: REF.ARCH. • (E) / SCREWS. ONE EACH SIDE Portland, Oregon 97209 AT {E) BUILT-UP STUD PLYWOOD SHEATHING 7 INTERRUPT BLOCKING AND I I-JOIST,TYP. 1 T (206) 340 9500 F (206) 340 9519 COIL STRAP NAILING AT 2x14. SIMPSON S/H2.5 AT EACH PLYWOOD 8D @ 3'o.c. S7.56 • SHEATHING r'; B.O.SHEATHING ®• =� _-_ f 1 DO NOT INTERRUPT STRAP. (E) BUILT-UP JAMB STUD EL.: REF. PLAN T I IXI I I 1 1 1>1 I^I�1`� SIMPSON H6 W/ REF. 6/S7.56 FOR STRAP AND r (8) #8 SMS TO BLOCKING SIZE , CIVIL ENGINEER & LANDSCAPE (E) STUD AND I . 1 Cardno TO 2x14 TYP. (E) SCREWS \ 2x4 FLAT BLOCKING FOR X LENGTH OF CS STRAP A 6720 SW Macadam Ave Suite 200, Q . 2x14 BLOCKING 362T150-43 W/ #10 SMS Portland, OR ---•N- - 2 UNDAMAGED, T ,„sI T(503)-419-25001 EACH FLANGE, EACH STUD 6001150-43 BLOCKING '� _ _L J - - _L SALVAGED #8 WOOD SCREWS @ 6"o.c. -�- BETWEEN (E) STUDS "" (E) BUILT-UP WOOD IS I 362T125-30 @ 16"o.c- \ �� I-JOIST,TYP. STRUCTURAL ENGINEER SIMPSON LTT20B W/ (8) lOd PANEL EDGE j ACCEPTABLE Catena Engineers STUD �� FURRING WALL, REF. ARCH (E) 6"METAL STUD WALL 9 & 112"!^d x 4"FULLY NAILING i �� 1500 NE Irvin St., Suite 412 THREADED LAG SCREW \__ _• •_ _•- J_ I VARIES , I #8 S.M.$. @ 6 o.c. Portland, OR 97232 @ 4' 0"o.c. MAX. ALIGN (2) 1/4"0 x 4 1/2" ' ° ° _ -.- .- • BRACE `7- h 7 (E) STEEL CLIP TO 15/32'PLYWOOD SHEATHING W/ #8 SMS @ Co.c.ALONG 2 T(503)-467-4980 W/STUD AND JOIST SIMPSON SDS SCREWS C -' ' _• < DURING DEMOLITION ) ® 1 l i }i BE REMOVED PANEL EDGES AND @ 12"o.c. AT INTERMEDIATE FRAMING MECHANICAL ELECTRICAL & 2AT EACH STUD _ _ _ _ -IT AND CONSTRUCTION I, 'l B.O.SHEATHING - - - -•- it 1i RE)MO\\.- ODOD TO BE I GlumacPLUMB\ \ lNG ENGINEER 2x4 FLAT BLOCKING FOR (3] l Od NAILS AT t 1 it n #8 S.M.S. @ 6"o.c. I I - EL.: REF. PLAN EACH E BLOCK __ • ! i -� z 900 SW Fifth Ave., Suite 1600 Y LENGTH OF CS STRAP I ) �- - T - - - - - T ZA L__ j {E} 2x14 JOISTS TO BEILIIj (E) 2x14 LSL RIMT.O. (E) BLOCKING T(503)-2O 5 80 PANEL EDGE C5 STRAP W/ (15) lOd NAILS JOIST V.I.F. REMOVED EL.: VARIES ,' JI�lIlII NAILING INTO 2x14 BLOCKING AND SHORE I V 1 I Nil V 1 I 1]I 1 I I A I11I (E) PLYWOOD AND FRAMING FOOD SERVICE CONSULTANT JOIST 1Od NAILS @ 6"o.c. (E) 16d TOE NAILS {E} 2x14 BLOCKING ' 1#t11 `i#1#)'ll TO BE REMOVED Webb Foodservice Design I 2x6 BLOCKING ELSEWHERE @ 8"o.c., V.I.F. TO BE REMOVED 3700 SE Lafayette Ct. 10d @ 6°o.c. (6) #10 WOOD Y Y 1 (E) 6001150-33 Portland,OR 97202 SIMPSON A21 W/ (4) SCREWS AT (E) 2x14 BLOCKING @ T(503)-236-8566 SIMPSON PLYWOOD SHEATHING, 10dx1 1/2" NAILS @ R EACH BLOCK 4'-0"o.c. TO REMAIN, V.I.F. BLOCKING,V.I.F. JB HANGER TYP. • /-• PLYWOOD SHEATHING EACH (E) BLOCK TRIM FLUSH TO FURRING I (E) LEDGER TO BE REMOVED 2x8 LEDGER, PROVIDE (E) WALL STUD,TYP. I (E) 1/2" PLYWOOD WALL AFTER SHORINGACOUSTIC & AV CONSULTANT STUD WALL �� - SHEATHING, V.I.F. WALL IS REMOVED #8 SCREWS @ 6"o.c. The Greenbusch Group E 2x4 @ i 6"o.c. I I (E) PLYWOOD SHEATHING 1900 W. Nickerson St., Suite 201 (2) SIMPSON MSTI36 �L f I ,,., [ ) STRAPS AT SPLICES NOTE: Seattle,WA 98119 1 1. PROVIDE LONGEST CONTINUOUS TRACK PIECES FEASIBLE. WHERE SPLICE IN TRACK IS T 206-378-0569 NOTE: REQUIRED, PROVIDE 12"LONG 6005137-43 SPLICE STUD W/ (3) ROWS OF (6) #8 S.M.S. EACH REF. 1/S7.56 FOR ADDITIONAL SIDE OF SPLICE ((18) TOTAL EACH SIDE). GAP BETWEEN TRACKS AT SPLICE SHALL NOT COST CONSULTANT INFORMATION. EXCEED 1/2". Construction Focus PLATFORM WALL PERP . TO JOIST WOOD DIAPHRAGM DETAIL SECTION AT ( E) BUILDING SECTION AT ( E) BUILDING 740 Almaden St. Eugene, OR 97402 10 1"= 1'-0" 1 1/2"= 1'-0„ 4 i"= ,,_0" ,-= 1'-0" T 541-686-2031 • *Okt) uft 2x6 BLOCKING BETWEEN -�� -� - SIMPSON STRAP PLYWOOD CUT F y '\x..11 PRa i d'�t (4) STUDS NEAREST TO BEAM W/ 10d @ 6"o.c. (2) 8d NAILS, EACH ENDSTAGGERED O STAGGERED INTO 2x8 Q � �� � (E) 8d @ 12"o.c. V.I.F. C7 r PLYW SIMPSON CS16 W/ 2x8 x CONT. FOR PANEL I PROVIDE ADD'L 8d @ 12"o.c. SHEATHINGOD \ � l' 1" TYP. (1 1) 8d NAILS EA. EXTENT OF STRAPS EDGE NAILING MID-WAY BETWEEN (E) NAILS • •EGO 'PCH a,2' \ SIDE OF LEDGER DOUBLE TOP PLATE, PLATES SHALL O /- 1 -�-r SIMPSON STRAPS AND PLYWOOD SHEATHING Op + THS SPLICE BE CONTINUOUS FROM CORNER T OGOCABIN"CONNECT l Od NAILS 1 , ,'7/ -''' f I��-��W "7 if- i •? n. :<_ . �.� (E) 6"METAL STUD WALL ) BLOCKING, REF. PLAN 2018.08.20 i iri iri i.7 ///r I'7 .i // 7/7 i i -r/ i7 i -1_1// -,,,,,---/o7-,44,---, { J II ) I EXPIRES:0813012fl20 I �� � T C3. WALL 1 7 - - - PLYWOOD ...-i EL.: REF.ARCH. \\I (E) PLYWOOD4 lit I I I ) I I 2x4 BLOCKING --- B.O.SHEATHING ®_. S7.56 J I 1 ) I I PLYWOOD I JOIST W/FULL-DEPTH / @ 16"o.c. W/ (2) 10d EL.: REF. PLAN " I I I 1X1 I I 1 I l I I 1 I�� V' 1 1 V : I I I FILLER AT BLOCKING ,/ NAILS EACH END4.. SHEATHING I I I W/ (2) 8d NAILS I I I TYP. 2x6 LEDGER :11-I 1 ' I JOIST,TYP. ri- 7///' STUD WALL W/ (2) 10d @ 16"o.c. (E) SAWN OR FRAMOING.LID WHERE I-JOISTISI-JT 1 l - LEDGER FOR JOISTS, � x 2'-0"MAX. ,/ OCCURS FILLER FULL-DEPTHTH ea REF.2/S7.52 -- - OPTION 1 I Eg1 J/ in LOCATION OF GL BEAM PLYWOOD CUT PLYWOOD SHEATHING /'// SHIM AS REQ'D 2x6 KING STUD, BOTTOM PLATE W/ I (E) PLYWOOD AND FRAMING EACH SIDE PANEL EDGE / (2) 16d @ 16"o.c. V.I.F. TO BE REMOVED NAILING (E) LEDGER TO BE STUD ( I REMOVED _r_-_„.... JOIST .-,W /77 .Zi /ii ft/ _i����' mac.irr �� - -/ IB.O.SHEATHING �` I _.. EL.: REF. PLAN ! - (E) (2) #8 WOOD ni11I - - - - II 1I (E) 2x14 ROOF FRAMING TO BE STUD IL \-- V SCREWS @ 8"o.c., V.I.F. �iJ MVI IVIVI REMOVED __� ✓- WOOD FILLER, 2 �I IAINI IATA A11111 II 1)19111 SIMPSON AS REQ'D / 'a�' 1 9 J 1 i I y ' (E) 2x8 ROOF FRAMING JB HANGER HEADER �,7 ! ' - TO BE REMOVED /� i� (E) GL51/8x15 - � - - - `� )' 2' o"MAX. r - 11111 . ivni - .1- - • I111111 ' - - - X111111.; - - PLATFORM WALL PERPENDICULAR TO JOIST TOP PLATE W, • _�= =1. L 202'$"+ 3 REVISION 8121118 NOTE: BUNDLE STUDS TO MATCH 8 1"= 1'-0" (2) 10d @ 8'o.c. _�_ 2 REVISION 8/08/18 SHOWN WIDTH OF BEAM, U.o.N. OPTION 2 vER1FY 1 REVISION 7111/18 JOISTS NOT CLARITY. WOOD SHEAR At NOTES: WALL INFILL REVISIONS DATE III GL BEAM CONNECTION 1. SEE OPTION 1 FOR ADDITIONAL INFORMATION NOT SHOWN IN OPTION 2. '-��-`- (E) GL 5 1/8x12 TO BE REMOVED 2. OPTION 1 OR 2 MAY BE USED. FIELD VERIFY LOCATION OF (E) JOISTS. ,,,_ _s NOTE: 1 1/2 - V-0" DOUBLE TOP PLATE REF. 1/7.56 FOR ADDITIONAL INFORMATION. T.O. WALL EL.: R.A.D. SECTION SECTION ATE BUILDING PANEL EDGE NAILINGGI CO/ PLYWOOD 1 1/2"= 1'-0" 1.,= 1," Q SHEATHING TYP. SIMPSON H2.5 TIES AND SIMPSON _._/\/__ CS20 x 3'-0"COIL STRAP in `-/\/- W/8d NAILS AT ALL HOLE. PROVIDE WEB STIFFENER A TIES AND STRAPS @ 4'-0"o.c. MAX. A EACH SIDE,TYP. PANEL EDGE NAILING \___ 46 B.O.SHEATHING I' ' •\ I1111 EL.: REF. PLAN B.O.PLYWOOD iii /ice /ii /// ,/i' - 1 �� S EL: REF. PLA15/32" PLYWOOD W/8d @ SIMPSON CS20 COIL 2x4 FLAT BLOCKING i / FOR EXTENT OF CS /� �a TIGARD TUALATIN SD �" 6"o.c. AT PANEL EDGES AND @ STRAP W/8d @ 3"o.c. _ _ T.O.HSS VARIES. WHERE HSS {E] STEEL CLIP TO (EJ PLYWOOD + ," 12"o.c.AT INTERMEDIATE FOR LENGTH OF WALL STRAP EXTENDS TO T.O.BLOCKING, 57.52 BE REMOVED I TO BE REMOVED TI GA R D FRAMING INTERUPT BLOCKING AND JOISTS TYP. NAILING OF STRAP FOR WIDTH OF 1 2x6 WALL BLOCKING + � BETWEEN EACH STUD HSS. DO NOT INTERRUPT STRAP \\:\/ 4 VARIES 1 -=-,,=--4) H I G H (2) 2x6 TOP PLATE SIMPSON / 1'-0" TYPICAL SPACING / ��' RBC @ 48"0.c. ii• -- �, MAX. SIMPSON COIL STRAP /ij 2x6 @ 16"o.c. 1I III SCHOOL..W/ BLOCKING. REFER1V1VI MVI 1....__._._'_/H----------- 2x6 LEDGER W/ TO 1/S7.52 111I}l I Ij!11tiPANELEDGENAILING (2) 16dATEACHSTUD � AND 10d @ 6"o.c.TO ° '� {E) 6"METAL STUD WALL �h`11t11 i#1#t11 SIMPSON A35 W/ WALL BLOCKING I ) _ B.O.SHEATHING I r 1 (E) 2x14 @ 16"o.C. (12) #6 x 1/2$PAX PLYWOOD ^ I EL. REF. PLAN0_ TO BE REMOVED / @ 2'b.c. SHEATHING, TYP. STUD WALL 1-JOIST (BY OTHERS) ��� ' - -�- 90�GARDORDURHAM724RD. /i - B.O.PLYWOOD (E) LEDGER TO BE JOB NO: 16992.00 SIMPSON HANGER, /' �� ��'" ��� ��� '�� REMOVED EL: REF. PLAN HSS COLUMN REF. 7/57.52 REF. PLAN (E) 1/2" PLYWOOD ISSUE DATE: June 19, 2018 SHEATHING, V.I.F. PLYWOOD SHEATHING #8 S.M.S.4x6 BOTTOM PLATE, + @ 6"o.c. Jurisdiction Stamp Area REF.8/57.52 FOR SIMPSON STRAPS AND FASTENING TO WF , ADDITIONAL STUD EACH BLOCKING, REF. PLAN 7A + r SIDE OF HSS FASTENED B.O.SHEATHING 57.56 W/0.157"0H ILTIXU ! I I ( Nor SIMPSON CS20 PAF'$ @ 2'-0'b.c. -- _ EL.; REF. PLAN �� 1 � - I I I 1 1 WALL STUD + COIL STRAP I-JOIST,TYP. N fir► �- �® 6001150-43 BLOCKING / ././-`/)' // i4 % - - - JOIST, TYP. �� TYPICAL WALL STUD - = BETWEEN {E) STUDS I-JOIST (BY OTHERS) SIMPSON H2.5 STRAP I WF BEAM I I FLAT BLOCKING, '' WOOD DETAILS SIMPSON HANGER r / TYP. .n ►� _i V6001150-43 LEDGER FASTENED d REF.9/57.52 -"1_I T TO (E) METAL STUD WALL W/ (2) #B S.M.S. AT EACH STUD LLI Lo CO SECTION A-A ROTE:/S7.56 FOR ADDITIONAL I- M 00 INFORMATION. E. 2 IDJOIST CONNECTION AT GRID CE.S PLATFORM WALL PARALLEL TO JOIST STRAP DETAIL SECTION AT ( E) BUILDING c, w 57. 56 co 1 1/2"= 1'-0" 1"= 1'-0" v 1 1/T= 1'-0„ 1„= 1'-0" 0 WEB STIFFENER EACH SIDE, TYP. PANEL EDGE NAILING bassetti1f B O PLYWOOD I 15/32' PLYWOOD W/8d @ 6"o.c. _ANAT PANEL EDGES AND @ 12" - o.c. AT architects EL: REF. PLAN : ' INTERMEDIATE FRAMING 2x6 PONY WALL W/STUDS @ 16"o.c.W/ (2) + TOP PLATES AND (1) BOTTOM PLATE FASTENED TO NAILER W/ (2) 16d NAILS @ 16"o.c. 721 NW 9TH Ave, Suite 350 + Portland. Oregon 97209 PANEL EDGE PLYWOOD T (206) 340 9500 F (206) 340 9519 NAILING SHEATHING, TYP. ^ i/ B.O.PLYWOOD — - Iii mil EL: REF. PLAN CIVIL ENGINEER & LANDSCAPE • / — - Cardno _ // Yl,... ./. + 6720 SW Macadam Ave Suite 200, I-JOIST (BY OTHERS) — Portland, OR 97219 T(503)-419-2500 SIMPSON HANGER, + REF. 7/57.52 STRUCTURAL ENGINEER Catena Engineers + 1500 NE Irving St.. Suite 412 4x NAILER, REF.8/57.52 - Portland. OR 97232 - - T(503)-467-4980 \\N MECHANICAL ELECTRICAL & PLUMBING ENGINEER I-JOIST (BY OTHERS) Glumac WF BEAM it %� ii iii 900 SW Fifth Ave . Suite 1600 Portland, OR 97204 SIMPSON HANGER T(503)-227-5280 REF.8/S7.52 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland. OR 97202 11111 JOIST CONNECTION AT GRID CC .5 T(503)-236-8566 1 1/2" = 1 0" ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle.WA 98119 T 206-378-0569 (N) GL BEAM, - (E) GL BEAM COST CONSULTANT REF, PLAN Construction Focus 740 Almaden St. / T T.O.BEAM Eugene, OR 97402 — EL:V.I.F. T 541-686-2031 ---- — St)C TUR4 - -- - - - -- 5 DPRo ( 4! ia4 rfe .$'' MN 7 EGO 4 @9 , I I , A, efOctf a,10 ,. H — — — — — 4)4 M. T IiO�Q I t I I 1 � 2018.08.20 / • NNEXP ' :06/30/2020 • FASTEN (N) GL BEAM (E) BEAM W/ (E) THROUGH BOLT —' SADDLE, V.I.F. (E) HSS POST - I 4111 GL BEAM TO HSS POST CONNECTION 1 1/2"- I'-0" 1 REVISION 8/21/18 /i\t REVISIONS DATE TIGARD TUALATIN SD TIGARD HIGH SCHOOL 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 ISSUE DATE: June 19, 2018 Jurisdiction Stamp Area WOOD DETAILS 2 I— w LO LO CO r~ 6-5 c Q N OCV L1 1 00 0 1 IBEAM 7- bassetti AJ <' •,,•. Il % f, architects CJP, AT FLANGES �� //` �!/ /DEMAND S° "' G` I CONTINUITY / i \ 1/4 CRITICAL �� �t`f COLU<PLATEMN WEB I / z ��PC /� ' \ _ /\/P,„„ � ti6' z 721 NW 9TH / 1/4/ z G ' ' \ �' o Portland, Oregon 97209350 CJP, AT FLANGES \ < /- BOLTED OR MOMENT 114 /CONTINUITY PLATE �p / .6) DEMAND CRITITCAL/ BOLTED OR MOMENT CONNECTION, REF. 1/4 \TO CLUMN WEB J o P , �o o T (206) 340 9500 F (206) 340 9519 WF BEAM, / CONNECTION, REF. 2/S6.01 OR 2/56.02 - U 5�� / �/� • U / REF. ELEV. / 2/S6.01 OR 2/S6.02 WF BEAM, REF. ELEV. Ojq-<(' / / /// �� -$ T.O.STEEL I / / T.O. SLAB �' i BRBF PROTECTED ZONES J�i� EL: REF. PLAN EL.: REF. PLAN I ,/�� 0, / (SHADED AREAS) �� - T.O. STEEL r) �J • F,p CIVIL ENGINEER & LANDSCAPE �� .. EL.: REF. PLAN ' ' ' �` . Cardno f W.P. I �� I I 1 \ ro CONTINUITY PLATE 0 ` 6720 SW Macadam Ave Suite 200, �� Portland, OR 97219 - f I a, S THICKNESS EQUAL TO I REF. 2/S6.01 FOR NO. OF 7/8"0 '� I / I '' ,/ A325-N BOLTS'N', SHEAR PLATE `\\ �\ T(503)-419-2500 �% { I BRACED FRAME BEAM " I W.P. STRUCTURAL ENGINEER r, t', TYP. is THICKNESS 't', AND WELD SIZE'f' { �.�., �• I .. - 11 - -- S ,� - - - BEAM ;- /\ I , I Catena Engineers 1500 NE IrvingSt., Suite 412 i " /CJP, AT FLANGES Portland, OR 97232 ! i \, I N IVia DEMAND ,-1 REF. 2/S6.01 FOR NO. OF 7/8"0 I '- WF BEAM, :D \CRITICAL IP (503)460717499870232 7 4980 A325-N BOLTS 'N', SHEAR PLATE 1 /�i 1 WHERE OCCURS NOTES. THICKNESS't', AND WELD SIZE'f' 1 i 1. STEEL CORES OF THE BRACE MEMEBERS AND THE CONNECTION OF BRACE MEMBERS TO BEAMS AND MECHANICAL ELECTRICAL & i \ 1/4 /CONTINUITY O ' I COLUMNS ARE CONSIDERED"PROTECTED ZONES" IN ACCORDANCE WITH AISC 341-10, SECTION F.4.5c. PLUMBING ENGINEER WF BEAM WHERE -N� I 2. WITHIN THE PROTECTED ZONES, DISCONTINUITIES CREATED BY FABRICATION OR ERECTION OPERATIONS - Glumac /�\ �i I 1/4 \COLUMN WEB OCCURSI I SUCH AS TACK WELDS, ERECTION AIDS, AIR-ARC GOUGING, AND THERMAL CUTTING-SHALL BE REPAIRED 900 SW Fifth Ave.,Suite 1600 / \ N. I AS REQUIRED BY THE STRUCTURAL ENGINEER OF RECORD; Portland, OR 97204 7 , \ - - -1- - - - CJI', I OTHER CONNECTIONS ARE PROHIBITED WITHIN THE PROTECTED ZONES (INCLUDING BUT NOT LIMITED TO: T(503)-227-5280 / �✓ / \ / /CONTINUITY WF COLUMN, ) BRACE ANGLES, EXTERNAL FACADES, PARTITIONS, DUCT WORK, PIPING, AND OTHER CONSTRUCTION). ./ 7 ,_,r/ GUSSET AND PLATE TO REF. ELEVATION - 3. THE PROTECTED ZONES ILLUSTRATED ARE FOR INVERTED V-TYPE BRACE CONFIGURATION; FOOD SERVICE CONSULTANT CONNECTION, j/ \ FLANGE N `� I \ /// PROTECTED ZONES ARE SIMILAR FOR OTHER BRACE CONFIGURATIONS. Webb Foodservice Design 7 \\ BY OTHERS �� 3700 SE Lafayette Ct. WF COLUMN, BRBF PROTECTED ZONES7202 (5land, 6- 66 \ REF. ELEV. -. �' \ \ T(503)-236-8566 411) I rh - ��\ \ N.T.S. ACOUSTIC & AV CONSULTANT \ - BUCKLING RESTRAINED NN The Greenbusctl Group BRACE, BY OTHERS n GUSSET AND \\' z i BASE PL (ASTM A572 GR. 50) 1900 W. Nickerson St., Suite 201 NOTE: NOTES: CONNECTION, / z W/ (4) 2 5/16" 0 MAX. HOLES AT Seattle,WA 98119 SHAPE OF WELD ACCESS HOLES SHALL BE IN ACCORDANCE 1. BRACE AND GUSSET OCCUR ABOVE BEAM AT SIM- BY OTHERS -/ J 2 ANCHOR ROD LOCATIONS T 206-378-0569 WITH CLAUSE 6.11.1.2 OF AWS D1.8/D1.8M. WELD ACCESS 2. SHAPE OF WELD ACCESS HOLES SHALL BE IN ACCORDANCE /2\` 0- J AT WEB HOLE QUALITY REQUIREMENTS SHALL BE IN ACCORDANCE WITH CLAUSE 6.11.1.2 OF AWS D1.8/D1.8M. WELD ACCESS BUCKLING RESTRAINED 01 5/16 / DEMAND COST CONSULTANT WITH CLAUSE 6.11.2 OF AWS D1.8/D1.8M. HOLE QUALITY REQUIREMENTS SHALL BE IN ACCORDANCE BRACE, BY OTHERS U 05 / 5/16 \ CRITICAL Construction Focus WITH CLAUSE 6.11.2 OF AWS D1.8/D1.8M. JP740 Almaden St. WASHER FL]/2x3 1/2x0'-3 1/2" Eugene, OR 97402 N 0/ \ W/STANDARD HOLE,TYP, T 541-686-2031 `y , CJP, TYP. AT FLANGES /DEMAND CRITICAL w c TVA BRACE TO COLUMN FLANGE CONNECTION BRACE TO COLUMN FLANGE CONNECTION r \REMOVE WELD TABS '� q 0 o AND WELD BACKING 5 ���v PRop t, i L - CL OF PLATE & COLUMN �j ,, A VREN4 .4 . 0 ✓9sO SACH a,�� ,. ., .. � _ N M. No ,'' . 2018.08.20 • EXPIRES:06/30/2020 GROUT HOLE (8) #6 EQUALLY 1'8" T 1 SPACED AROUND AMIN OPTIONAL 1'-8"AT W10 e / / \ / ANCHOR RODS; AT SIM. 1'-10"ATW12 \-3"TYP. itiSECTION A-A Luz Qg J *j , i GRID 6I06 GRID5,16 51161> SAT WEB N COLUMN (4) (,) 1 1/2"0 F1554 GR 36 (GR. 55 AT SIM.) ANCHOR RODS IN 2 5/16"0 WASHER PL1/2x3 1/2x0'-3 1/2" A A HOLES / CJPDEMAND, TYP. ATCRFLANGESITICAL I (8) #6 EQUALLY SPACED I AROUND ANCHOR RODS, AT SIM. < < N. N 1 1/2"0 F1554 G42. 36 WASHER PL & NUT y NL� f• \ r I •/ ANCHOR ROD,(GR. 55 AT TYP. CJP ATI K . ~ rY NE I W FLANGE, 1 I 2" NOMINAL .. / AT WEB rmi EN I lam' 1 5 16 <DEMAND o / I I TYP. LEVELING NUT ' 2"NON-SHRINKMINAL GROUT o ;'� 5/16 CRITICAL co 1 , k..._.„ ce GRID a Q = - = GRID Q Q _ I Z - :- 0 Mg /)// // I cn r rho � \ EXTENSION FOR GUSSET PL •_, _ a ',_ - III i_ Id b a- a. ^ .• 1- � EXTENSION FOR GUSSET _ . a`J tJ • AND CONNECTION d e d _ , da` _•° e I I PL AND CONNECTION N I I :'' _ • a. a< '_ _ .. • TO BASE PL, BY OTHERS PL1/2x3 1/2x0'-3 1/2" TO BASE PL, BY OTHERS = i .I� UM \ \ a a' 4 a 3 a,9 - ' e as WASHERS \ / / d• - a, a TYP. \ �_•_ .- -. -- - - - ' f •• d.'- .• -_,-• - .' -. � - .. .ap,.= ..a: /� l'-6"AT W8 (8) #6 EQUALLY SPACED (4) 1 1/2"0 F1554 GR, 36 - • �- F. - ' ° (GR. 55 AT 51M.) ANCHOR _3" 4 :„;.,,i:_::::.: •.a _ _ -'e9-_ ' a ,Q. •_ , .. . - d • a 4 _ V) 2 REVISION 7/11/18 AROUND ANCHOR RODS, AT SIM. <n *" a 1' 8"AT W 10 RODS IN 2 5/16"0 HOLES 1'-6" AT W8 TYP. ►- ;: ., _ ,,,-"'4 •'. a' a 1 BP2 ADD#2 _ 4/18/18 " d1 -8ATW10 � a a # REVISIONS DATE SECTION A-A SECTION A-A `~ r BUCKLING RESTRAINED •e_ $ e',a, ,4 ° .f = ° ' "' " 4 'i . • ' BRACE, BY OTHERS °as< -_a_r,, .ate4• a • ' _ t _ 'ad' • de - r: ■� ' - • = - LU BUCKLING RESTRAINED 11"MIN_- ;• - /- a , • `a • - a BRACE. BY OTHERS ILLI GRID GUSSET PLATE AND .. - CONNECTION, i GUSSET PLATE AND _ - • a'` ' � a^ - - - °- _ � - - �, BY OTHERS / GRID\-H - A . _ '•ae N' °� • d_. �• } . 4.i . CONNECTION, - �d / BY OTHERS N,\'/' d -,a - - • 4 I i- tAtift A III \ �� // A // / / #6 W/ 180° HOOK AT : . e. .. . . . a . • 2 <- . •�. . - C\ / TOP AND 90° HOOK AT II //" / \ �/ / BOTTOM, TYP., AT SIM. - wLE II /// \\ / - LOCALLY THICKEN FOOTING U /i/ 1 A A // '\N/ / 6' MIN. PL1/2 x 3 x 0'-3"WI BELOW BRACED FRAME m ISI //.///// /i I / \ / / DOUBLE NUT, TYP. COLUMNS WHERE NECESSARY I /// TYP. II //// I I /�/ TIGARD TUALATIN SD BASE PL2 112 W.P. II z,,,i I /// I NOTES: (ASTM A572 GR. 50) _ / /// 1. PROVIDE MILL FINISH AT BOTTOM OF COLUMN AND TOP OF BASE PLATE. TIGARD II � I BASE PL2 1/2 / � I LEVEL 1 z (ASTM A572 GR. 50) z / ' II 2. IT IS ACCEPTABLE TO SLOT HOLES RADIALLY TO ALLOW FOR CONSTRUCTION TOLERANCE. EL.: REF. PLAN // W.P._ <24/ I \ ,CF:), . T.O. SLAB _ 2"MAX. GROUT II ' © I f I HIGH II / , ____ __ _ _ _�� 2" MAX. NON SHRINK GROUTK--s ,_ __JIL,\\/,_111_,/ ; COLUMN BASE PLATE S H00L _S T.O. FOOTING :•L_�._:,-:" • ,-,,_ ~ 7 e."• - a , - - "' - - • d,a- e - 4 _ •' _ 1 112"= 1. 0.. _,$ . , _ ._ ° T.O. FOOTING - _ - PL2x7 (PL 3x10AT - N- . a. - $ - a e•a_- a, e e as tl- _ d d • 4. GRID N2) SHEAR LUG �" :4.' 4a 4< tl.. ,.e Q _ a ..--,-:1'':. = , as : ... . _ . _ 9000 SW DURHAM RD. (ASTM A572 GR 50) `_ ° a •<_ • 4 4 . ' a e - LEVELING NUT,TYP. 4 •.4 a " �� "4 TIGARD, OR. 97224 < d -d, e. e - , a • - a . _ 'tee .a _ - - - - °'. --.K'• .e-a: • d.'- - - _ _ ,. a :•'. .a-'. , a°. - :� '•` _ -° • - ` a •-' 'e , .. FN-• WF BEAM, W.P. �-. :e° a 4e ••4' - a - • • ._ S PL2x7 {PL3x10 AT GRID N2) ._ -• - <''. - ... '.- • - - _ a /CJP, a JOB NO: 16992.00 PROVIDE BLOCKOUT FOR a`d ' • " e . CJP, da e . •d _ _ �1 \ / SHEAR LUG (ASTM A572 GR d" 1"MIN, a a / REF. ELEV. • 50) 1 TYP. _ . ... .. _ f f„MI \TYP. e / a i ISSUE DATE: June 19, 2018 _. SHEAR LUG. FILL W/ `, " a ry - `_ay. ' :� • .A ,a;°'. N 4. e A.. <p ° 1' 1"MAX. .4 _ / NON-SHRINK GROUT :.>-: 1'-3"MAX_ �- a_, •.'` <'�, _ ;_ - TYP. ? d i' '•'- r? Jurisdiction Stamp Area 4 g :d •. a -b. .. _ _ a- - N - �i . Y • .G MIN/� d_ :� y _ ..� • .a 4 Q, e ' - - - -180° - #6WIHOOK AT ,4 1111 a-•• - TYP.-: 4-. ` d • - , d � TOP AND 90°HOOK AT 4 •_ ' a=' °' PROVIDE BLOCKOUT FOR SHEAR • ` •• f •� �" a _�-= " - e• •-" - BOTTOM,TYP. AT SIM 1 -a :4 . -0.,. ,- y ' LUG. FILL W/ NON-SHRINK GROUT ;' °a ° ' d de-. a I I I I \, _ - a a _ a. G - qa _ .-a'- a I I II . PL 1/2x 3 x0'-3"W/ I 7 II . I DOUBLE NUT, TYP. Q I /1> I I Q N c I b" MIN. _, ,_. \Q_ #6 W/ 180° HOOK AT TOP AND 90° Q LOCALLY THICKEN FOOTING % I I 2 r" �� ) A TYP. / 01-- LOCALLY THICKEN FOOTING HOOK AT BOTTOM,TYP. AT SIM. BELOW BRACED FRAME �� I I _ ino N\ ‘ril co BELOW BRACED FRAME / U \> V // COLUMNS WHERE NECESSARY i \ I �' O /� COLUMNS WHERE NECESSARY cn i Z\>`)\'‘\- \ 11 - - j /_ N r NOTES: PL1/2x3x0'-3"W/ DOUBLE NUT, TYP. NOTES: V \ N N 1. DRAPE TOP REINFORCING BELOW SHEAR LUGS, WHERE REQUIRED. 1. DRAPE FOOTING TOP REINFORCING TO PASS BELOW SHEAR LUGS. x / / i N. N \ BRBF DETAILS 2. AT GRIDS 22&25 THE GUSSET PLATES OCCUR FULLY BELOW THE SLAB. / GUSSET BY OTHERS N N PERBLOCK OUT SLAB AND LL BLOCKOUT WITH MA BLE THE BRB PROVIDERSIRECOMMEENDAT ONS°AT�THESEILLOCATIONS.L / \ I- Ci_ BUCKLING RESTRAINED CO BRACE, BY OTHERS UJ LO I`-: NI- I- cr 00 2- r BRACED FRAME BASE PL AT COLUMN WEB BRACED FRAME BASE PLATE TYP . BRACE TO MIDBEAM CONNECTION cK S8 . 01 w 0 1"= 1'-0" 1"= 1'-0" N.T.S. CI- CJP, A DEMAND CRITICAL (6) ASTM F1554 GR. 36 -� 5/16 TYP., 2"TYP. 5/16 DEMAND 1"0 ANCHOR BOLTS CRITICAL IN 1 13/16"O HOLES -{ T.O,STEEL I bassetti/ Y EL: REF. PLAN `�� `� architects (6} PL 3/8x3"x0'-3" I PLATE WASHERS 7 T W.P. i / - COLUMN, CENTERED S �' 721 NW 9TH Ave, Suite 350 i ON BASE PLATE 7 Portland, Oregon 97209 • �} �• T (206) 340 9500 F (206) 340 9519 -� / "� '" "� `� FULL DEPTH STIFFENER W/ SAME THICKNESS AS COLUMN / > /- FLANGE BOTH SIDES,TYP. `- ASTM A572 GR. 50 I CIVIL ENGINEER & LANDSCAPE i_ co BASE PL 1x21x1'-9" I I �� /CJP BOTH SIDES OF WEB !! iu1te200 r1 I / \ DEMAND CRITICALtJ COLUMN, REF. ELEV. , i 7 \\ i \DEMAND T(503)-419-2500 /7 \\\ CRITICAL A / A \`- STRUCTURAL ENGINEER V 3/16/ \TYP. Catena Engineers / GUSSET AND WF COLUMN, 1500 NE Irving St., Suite 412 7 CONNECTION _- • ,�-_ REF. PLAN Portland, OR 97232 7 T(503)-467-4980 / BUCKLING RESTRAINED N' �1 WF COLUMN BRACE, BY OTHERS AT SIM. MECHA NGAENGINL TRRICAL & PLUMB, Glumac f ANCHOR ROD, TYP 900 SW Fifth Ave . Suite 1600 • FOOTING BRACED FRAME BEAM OVER COLUMN Portland,(5 7-R 97204 REINFORCEMENT, T 227 5280 2" NOMINAL BASE PL REF. 3/54.01 OR FOOTING NON-SHRINK GROUT 4/S5,01 1 = V-0" FOOD SERVICE CONSULTANT .` Webb Foodservice Design 'L• 370G SE Lafayette -N d - Portland, OR 97202 t. d • ° d a '.i'.... d r'+ T(503)-236-8566 ` •-'• -d• - a' a - - a ,� .' -e• _1 I' ,. m - a ea- .ice - n - - - - . a T C.J.P. . -° ° - - a' •- - Y --a - e I - - _ - ° ° a AT\ • / , `4 -• ° : • . ° ° - d ,� . --� < : a.�' - ' ° �- FLANGES/ ACOUSTIC &AV CONSULTANT • ;Q. Q :�� :d ° • ..'. e d, a_ d: , DEMAND \ The Greenbusch Group • .° • CRITICAL / CONTINUITY PL. MATCH 1900 W. Nickerson St., Suite 201 .o .'d ` a a-•° - - d •- - THICKNESS OF BRACED -° ,Q , < _ FRAME BEAM 't' Seattle,WA 98119 T 206-378-0569 _ d : - , -- _ . _ _ _ _.: • .4 ''.7 .7 o_ - - e a, -s.a. - REF, 2/S6.01 FOR NUMBER OF 7/8"0 MOMENT • � � :, d-� e � •• -_ - _ •' a� <°: - d as 4-� -: - • - _ - • i°.--y ,�,. r.- .- - - - � _d ' .° .• � • 4 <" •. A325-N BOLTS "N', SHEAR PLATE CONNECTION I / T.O. COLUMN AT COST CONSULTANT • . ° .. d ,-- •. - ROOF CONDITION < > . ,_. • : - : 4'.- °. - ,. THICKNESS 't' AND WELD SIZE'f'. REF. 2/56.02 _ = a - '- ° - - - . -? 'a . - _,: • - ' - , 'd'--- _ - - Construction Focus .. •. „ 4 740 Almaden St. T.O.STEEL BOLTED OR MOMENT Eugene, OR 97402 \� - - - - - _ ., :.° _ r -P - 4 fid•' - _ _ - _ _da-6 • r _ EL.: REF. PLAN ,I. J a• aA- ' •. a'. w -. -. 41-',.4,1=J-I' ,e4 - -- - - '. a :4 - / CONNECTION, REF. T 541-686-2031 • d • ; d r., 2/S6.01 OR 2/S6.02 I I -I 0 1uCT(►R 1 W.P� I a •d a7 - - - ° e _ ¢ - - - _ 4. ° 4 • - _. e °4 _ ne - ..T I / I I `l `, /�� j ! III-f I -III- I I I I I I III--- V _ F 1 I hI I �' ' -I 1U1 I-� I v 0 �1 r _ 'I- _ " CONTINUITY III III- ' —III—III- ' I 1/4 I =1I —I' I1 III-I I I ( I, �� Elilll,1' 1 II��I 7 / 1/4 \COLUMN `, R. •o� NOT USED -, I_ ,.I I WEB �9CN 2� SECTION A A �, s 1 112 = t'-0" / 1 ON /4 moo I 2018.08.20 WF BEAM, REF. ELEV. / I WF BEAM WHERE OCCURS EX' ' :08130!2020 �` `-.♦...r,..r` -�'-�`-�' ~`_y,_.r,._, _. ,_ ! '-�+ +�-�'-�`-1`-�-�-�`-"`-�"4`-�"�`-�"`-~-�-�`-4*- MOMENT FRAME BASE PLATE 77--- CONTINUITY PL, MATCH SD 1 1/2"= 1'-0" i I THICKNESS OF BRACED \ FRAME BEAM 't' BLOCKOUT AS REQ'D / 77 \\ i/�/ C.J.P. (4) 1"0 THREADED WELD STUDS,TYP. GRID / / 7 7/ / \\\\ \CONTENUITY SIDE PL GRID 8" MAX. PL TO i \ I COLUMN PL 3/8x5x1'-8" (MAX.) I A SLAB-ON-GRADE / �� FLANGE REF. PLAN 4 ) 7 7�7 \-- GUSSET AND / \ _S T.O. SLAB f ...!:(231 % / BY O HERSION, WF COLUMN, EL: REF. PLAN 1 112" `" 1' 4" i �� MIN. / REF. ELEVATION ;'- / �II01 ^ I BEAM PROTECTED ZONEBUCKLING RESTRAINED o1`me I r T.O. STEEL IV BRACE, BY OHFRS 1/4/ I \ T.O. • N. _$ ANGLE _= :.T, -') x - 1 1/2" BASE PL, PROVIDE OVERSIZE HOLES I NOTES: I - w;'-' w y AT THREADED WELD STUDS LOCATIONS r ' 1. BRACE AND GUSSET OCCUR ABOVE BEAM AT SIM. • . : , 2" NOMINAL NON-SHRINK GROUT 2. SHAPE OF WELD ACCESS HOLES SHALL BE IN ACCORDANCE WITH CLAUSE CJP T&B, 6.11.1.2 OF AWS D1.8/01.8M. WELD ACCESS HOLE QUALITY REQUIREMENTS 1/4/ < • • '‘.‘• DEMAND I SHALL BE IN ACCORDANCE WITH CLAUSE 6,1 1,2 OF AWS D1,8/D1,8M, L7x4x3/8 (LLH) _ _ I - < I1 1/4 CRITICAL / a; '. � ,�Im3/8"x4"SHEAR PLATE BRACE TO COLUMN WEB CONNECTION CONCRETE WALL, REF. 4/S5.06 •- . -�I SHIM PL 't' AS REQ'D 8 DEPTH SHALL EXTEND : a 1/4" MIN., 1/2" MAX. BETWEEN WELD ACCESS (14) 3/4"0 DBA x 36' EVENLY ' .1 HOLES ERECTION BOLTS, - 1 0 DISTRIBUTE IN TWO ROWS, / 1 1 AS REQUIRED PROVIDE ADD'L #5 IN WALL fit'-1116 V LAP W/ DBAS, EXTEND 1 1/2" MOMENT FRAME BEAM REBAR TO FOUNDATION AS TYP. NORTH FACE OF CONC. WALL . . SHOWN ON 4/S5.06 I CJP BEAM WEB TO 2 REVISION 7/11/18 ACOLUMN FLANGE, 1 PLAN CHECK 8/21/18 DEMAND CRITICAL V CJP SHEAR •• /PL TO # REVISIONS DATE 5/16/ \COLUMN CJP, TYP. REMOVE //AFLANGE RUN-OFF TABS AND i BRB & GUSSET PL GRIND SMOOTH BY OTHERS MOMENT FRAME COLUMN V SPLICE LOCATION U'l / 1i. — TAPER FLANGES AT CJP 0 \--Fr REF. ELEVATION r IN ACCORDANCE WITH AWS NOTE: / / SHAPE OF WELD ACCESS HOLES SHALL BE IN ACCORDANCE WITH CLAUSE 6.11.1.2 OA AWS D1.8/D1.8M. WELD ACCESS = WF COLUMN / / HOLE QUALITY REQUIREMENTS SHALL BE IN ACCORDANCE // / WITH CLAUSE 6.11.2 OF AWS D1.8/01.8M. i / / i A 1 1/2., 1- - — --IT- �� i 11V, TYP. ) - TYP. -II- \\Y/ _ _ _ T'O- SLAB MOMENT FRAME DETAIL NOTES: SIDE PL BEYOND �� / r T/ II EL.: REF. PLAN 6 ALL WELDS ARE DEMAND CRITICAL. B B v 1 1/2"= 1'-0" -11—t7 .'./- , , Jj ] T.O. ANGLE TIGARD TUALATIN SD - TIGARD • - � �.'a • ,. -' 111 _4 _ -- BRACED FRAME COLUMN SPLICE � 3"MAX. TYP. ;d4 HIGH tn� 7, ryn (2) #4 HOOPS @ 2"O.C. + °. . . ; ° 5/161/ A SCHOOL . -- ° #4 HOOPS @ 4"o.c. a FOR EXTENT OF DBAS I GRID PL 5/8x6x0'-6" I I 5/161> \TYP, SECTION A-A KNIFE PL 5/8"TAPPERED TO I I / CONN. W/ BRB I (/) 9000 5W DURHAM RD. COORDINATE DIMENSIONS I 5/16 TIGARD, OR. 97224 TYP'/ 5/16 J W/ BRB PROVIDER / U \ I i JOB NO: 16992 00 I� ■.. I 0l N I -- NORTH FACE OF \� a,. ! I _ BEAM ISSUE DATE: June 19,2018 WALL BELOW S.O.G. '� I ra v + ..� ll :' w I g Jurisdiction Stamp Area a Q / I / BLOCKOUT I „lI I `'�' � m / � SHIM PL &SIDE PL AS REQ'D �t �� �. `L / I I o / t 2'-0"MAX. ..---- -\\-) N1/ 11 5/16 / ` "re COLUMN \ - �' \ �� �' / CL BEAM & COLUMN r — I— WF BEAM 2T1 - 4„ 1, -0„ J 1/2" CJP,\ I I WF GIRDER TYP./ REF. PLAN ' - WITNESS HOLE �� SOUTH FACE OF WALL HSS COLUMN ASTM A572 GR, 50 PL3/8x5 5/8x0'-11" B RB F AN D SIDE PL TYP. L - W/ CORNER CLIP PER AWS D1.8 REF. PLAN EA SIDE TO ALIGN W/T & B BEAM I- MOMENT FRAME CL NOTE: FLANGES 00 SECTION B-B REF. 6/S6.02 FOR CONN. INFO NOT NOTED w DETAILS P` I— (•-6 co 0 1 BRB RETAINING WALL CONNECTION DETAIL BRB TO HSS COLUMN CONNECTION DETAIL RBS MOMENT FRAME CONNECTION w N 1 1/2"= 1' 0" 1 1/2"= 1' 0" 4 1 1/T w 1'-0" 5802 0_ '' / ...• bassett! (6) PL 3/8x3x0' 3" 3/16 V TYP, architects PLATE WASHERS \\\\\ _ .1---- „,.;:::;!.:::;:;,, WF BEAM, 721 NW 9TH Ave, Suite 350 ilmJ `a; " REF. PLAN . • k'` Portland, Oregon 97209 WF BEAM TO WF I T (206) 340 9500 F (206) 340 9519 (6) 1"0 ASTM F1554 COLUMN CONNECTION, GR 36 ANCHOR RODS IN ' TYP, REF.3/S6.01 ' 1 13/16"0 MAX. HOLES � � WF COLUMN, 10" to° ., CIVIL ENGINEER & LANDSCAPE STMF COLUMN REF. PLAN :� /� i. CENTERED ON PL CardnO BRACED FRAME I " 6720 SW Macadam Ave Suite 200, Portland, OR 97219 BEAM-COLUMN k:„ DEMAND\ �,� WF BEAM, °� T(503)-419-2500 CONNECTION, REF.58.02 14 REF. PLAN CRITICAL/ 5/16 V PL 314x24x2'-0" • 0, STRUCTURAL ENGINEER I °' Catena Engineers � A;► fi ti 1500 NE Irvin St., Suite 412 9 �! 2 L7 .. A W.P.(----\ _.. .____ . • Portland, OR 9723 (503)-467-4980T "' ;«& MECHANICAL ELECTRICAL & 1 L-4;7A / 9 / b 1 \ ri,L�\ry T.O.STEEL AT BRACES$ PLUMBING ENGINEER • 3"_ BRACED FRAME BEAM, EL.:207'-4 7/8" Glumac TYP. REF. ELEVATION �_� �r ' w 900 SW Fifth Ave.,Suite 1600 SECTION A-Ay+ Portland, OR 97204 T(503)-227-5280 \ PL 3/4. 1"MIN. RADIUS ALL CORNERS ' FOOD SERVICE CONSULTANT /\ I V a 11)-Stiklik (3) 7/8"0 A325-N Webb Foodservice Design 1 I 3700 SE Lafayette I • BOLTS - Portland,OR 972021 I I IDOUBLE ANGLE, T(503)-236-8566 I I \ REF, PLAN 4 ACOUSTIC & AV CONSULTANT I I WF BEAM, �� The Greenbusch Group REF. PLAN \ b 1900 W. Nickerson St.,Suite 201 � i— 1 \ Seattle,WA 98119 I I 1/4> 4" T 206-378-0569 <TYP. I I 1/4 a COST CONSULTANT 4 A I I A °- `. • Construction Focus & 740 Almaden St. I —I 44-11ill, Eugene, OR 97402 T 541-686-2031 I I -CSVCTugq 2"MAX. NON-SHRINK STMF ANGLE BRACE-ERBF CONNECTION : E° pR� GROUT 0 1 (.P.:' V i 4!,, . .----,if,,,, rt. (--.- / , 1 1/2"= l'-0" ''!'''',, s .i.i 4c, 141Viire 46 ct T.O. FOOTING1 I AS EL.: REF. PLAN �.y° _ 4 p a W.' �, 1144tH 0 S Izzi fir,. t 4; el - _ 2018.08.20 NC4 EX' - :06/30/2020 ° -'• ,.° : L._:.-1L._:.-1 ,4L:-1 4-tl 4 AT OPP, . d . y \ TYP. 1/4\ / 1/4 _� — WF BEAM, 1,. I. REF. PLAN - DOUBLE ANGLE, r;, REF. PLAN \ STM PL 7/Sxl3xl'-1" CENTERED � , /0 F BASE C O N N E CTI O N (3) 7/TO A325 N BOLTS �> 1 3 0 ON WIDTH OF WF COLUMN PL 3/4. 1"MIN. RADIUS / r\ I k ,{ ALL CORNERS By t ,yY '� ,,,=: ff 1T.O.STEEL AT BRACES • �? \\`1'~ \-/ � . EL.:206'-10 3/8" .__ `T , (sA) A' .44411 r W.P. , s WF BEAM, REF, PLAN ti ` >, WF BEAM TO WF COLUMN HSS BEAM i. CONNECTION, REF. 3/S6.01 10 / 10" CENTERED ON r PL, REF. PLAN WF COLUMN, 1/4 ` \TYP . REF. PLAN �/ NOTE: tig 1 REVISION - 8108118 AT OPP., DOUBLE ANGLES AND PL 3/4 DO NOT OCCUR. xr,-fi- =ens /ii\f \ REVISIONS DATE A CISTMF COLLECTOR-WF CONNECTION ` 1 1/2"= 1'-0" w 1/4 TYP. (025) w 1/4 \TYP. 0.25) °" << ``` - TIGARD TUALATIN SD 6- \\ J TYP. 1/4 CJ (0.25) TYP TIGARD (0.25) \ 7` �� HIGH EE I � 1 , , � SCHOOL Ei I , , ,,,,,.:.,..,,,,,„,„,„.,„ r „ _ i � 1/2”MAX. , 1 ' E TYP I .,.: ERECTION BOLTS AT I I '., I E '` ti �: CONTRACTOR'S E E E '':4141-0 OPTION, TYP. E E EE I -SSR" ' 9000 SW DURHAM RD. E3 _ TIGARD, R. 97224 5 -7 , , HSS BEAM, JOB NO: 16992.00 REF. PLAN TYP. JHSS COLUMN, ISSUE DATE: June 19, 2018 II REF. PLAN 401‘ __— II4: Jurisdiction Stamp Area PL 3/Bx12x1'-7" CENTERED ` II ON WIDTH OF COLUMN �' ` III AND ON DEPTH OF BEAMS " II N ,.. , 1 0f� 1 III WF BEAM, REF. 6/56.02 FOR CONN. INFO �V :, :' STEEL TRUSS ;,g x.-. I— MOMENT FRAME cn DETAILS coM co O N CD N STMF COLLECTOR COLUMN CONNECTION wS8. 04 co 1 1/2"= 1'-0"