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14058 SW MILTON COURT-4 s.: -A!! s _ .::..1SRY.�- .. . ,+t v '!✓F T_.� q., _.ne- :R ... .m a rtr, ,s r ,. ...- , .. -+ _ ..-: :, . ,..::.p,{ ..'� ,... - - 4 � •i:1R �♦ i . .. .. 1, ,� f. ..H.,hM . -' T. `. c, ':aia - Q,. , . :e. „ dt,. 4 .l :t, ,., �� •y x :. �a .., "�q:. ..i.. . N; . e4°.. �' �n *'"F_'�'� .�y.Y�''' ( �'" � „_ .:y, .�, •,��,.,. :,, ,Y. .,Y�.vt r �": �. . � R e e, �. iC.' 'C. � .4 p i�.. ��','e.; a'i:: 'e '�" 4 CT.v. , .. t r� . .::. _.., .. a ' ..M" _`' � .�' ''k''ac- ` �.. .' {,13°n 'Y'' ,:;rry YSr, 7..,. ..4 �•Y', �". '"'�" "� :J., t,y ,, '� , .. ? i .Y W N�MM: PUBLIC R*W-01'-WADY WORK LEGAL DESCR1PMN Nr 1. NOTIFY INSPECTOR Lr THA THOMAS (639-4711) 24 HOURS BEFORE FAX LOT 5900 + 5901 } 0 i STAPTING WORK MAP NO. 2SI 126A l j 4 h I 2. ALL WORT: SHALL '.ONFORM TO CITY STANDARDS AND SPECIFICATIONS. ,1� < tv , ZONING CODE INFORMATION N i0 3. ORS 757 541 -- 571 (UTILITY CO. PRE NOTIFICATION. - c� I ATION, ETI,.) APPLIES � � N 4. TRAFFIC CONTROL ,MUST BE PROVIDED FOR B)' CONTRACTOR ZONING: IL (LIGHT INDUSTRIAL) 3 g�0 PARKING SPACES REQUIRED - 5. EROSION CONTROL MUST BE PROVIDED FOR BY CONTRACTOR o� Tr PE REQUIREMENT x EMPLOYEES NECESSAR '\ 't N 0 x d 6. THE ROADWAY SHALL NOT BE CLOSED TO THROUGH TRAFFIC, AT ANY TIME./ MANUF./PROCESS 1/EMPLOYEE x �25 EMPLOYEES 4`5 SPACES in a�L X 7. A HARD SURF,i,CE PA-CH IS REOUIRED AT THE END OF' EACH DAY. _ASSEMBLY Y _ TOTAL: 25 SPACES PARKING SPACES PROVIDED 25 STANDARD 2 HOMPACT / 36 TOTAL LANDSCAPING REQUIRED: 159E (4595 7 Si') �a; / \ LANDSCAPING PROVIDED: 15.5% (4738 SF) SITE AREA 0.70 ACRES (30838 SF) /1 ;ITE COVERAGE: BUILDING: 40.8% le PAVING: 4.3.7% LANDSCAPING 1�.5% TOTAL: 100% '/ ' % rl ,•- SULDING ©ODE INFORMATION 40, Qr \ 1 OCCUPANCY CLASSIFICATION. B AND S-1 (WAREHOUSE SPACE) ,• Q 6193 SF c i c:ON..TRUCTION TYPE: Ili-N '3 s /' �ti /\ `�� �� ALLOWABLEBASIC:BUILDING AREA: 1200C SF 3 (ARDS (43'): 69011 SF TOTAL: 18900 SF �, r i BUILDING AREA: 12474 SF �1 or ( 15 moo10 6281 SF 3 � -, `o. 13 '� l \ 9 f i 12 v' ' LEGEND 4 13 HL HANDICAP PARKING STALL N \ C COMPACT PARKING STALL _ /1 7 / MH MANHOLE 4 5 �� �� \ '� DOQ FH FIRE HYDRANT ¢-'- �� 8 "1 11 /'� CB CATCH BASIN 14 � � ,,�, � (Ej EXISTING � DRIVE-IN DOOR Z Z 4 DOCK-HIGH DOOR (� \ 4 13 DS DOWNSPOUT y r V `\ 1 ca►SD/ 13 / �� 0 LF LIGHT POLE 0u 6 ) 6 ` TC TOP OF CURB ELEVATION G� Q FL FLOOD LIGHT o KEYNOTES Irl ASPHALT PAVING OVER CRUSHED ROCK BASE -- 3 1/2" ASPHALT � Ilk �° CONCRETE OVER 8" CRUSHED ROCK AT DRIVEWAYS, 2 11r ASPHALT �p CONCRETE OVER 6" CRUSHED ROCK AT PARKING AREAS. W \ d •�� 2 CONCRETE DRIVEWAY PER CITY OF TIGARD STANDARDS Z 0 16 03 EXISTING CONCRETE CURB 5'-0" WIDE CONCRETE SIDE-WALK PER CIT'r OF TIGARD STANDARDS ,)RANN f3Y: KLW/JKB 5 EXTRUDED CONCRETE CURB -- TYPICAL. SEE DETAIL 3 SD4. CHIECKEo taY: GML � �• \ 2 .O � ) WATER QUALITY AREA � -... It. .,M3 t N r \ 6 /� (� TRASH ENCLOSURE -- 9'-0 X 10'-0" INSIDE CLR W' 6'-(" HIGH 14,1 a ' `^ 6' CHAIN LINK FENCE W/ REDWOOD SLATS. SEE DETAILS �7;SD4, 8/SD4. ---------------- iANDICAF PA.ZKING UNLOADING AISLE -- SEE DETAIL 5i SD4. c� STRIPING FOR 'CROSSWALK t Ham.<�, 18 CITY OF TIGARD `J 4'-0" WIDE CONCRETE ,IDEWALk -- SEE DETAILS 1/SD4, 2/SD4. p Approved................................................,.. �3 � U-. Conditionally Approved........... j: BICYCLE PARKING (3 SPACE`'), -- 6'-0" X 6'-0" CONCRETE s �'='c) OATt a PAD W/ BIKE RACKS r onlyClic w�l, ;��' �-�,',���j . , �7���t0-�Qa� c DESiC4 4/1 f PL=RMITNO. a �ITFv /\12 RECYCLING -- 8'--0" X 6'-O" = 48 SF N REVIEW ISSUE: See Letter to Fallow. r r-W B(-NITA ROAD DESK' ........... .. .. ......................... ( (: 34/12/96 +ti 1,11;t;:h....... ........ 31: Job A 13 SINGLE 253W HPS CUT-OFF FIXTURE MOUNTED ON BUILDING EUILDING PERMIT ISSUE: ress:�a �__..__.1bN__� ! r'N MILTON COURT _.l \14 SLOPE RAMP 1.12 MAX TEXTURE SURFACE PER CITY OF TIGARD By:. _Da1N:b i� I ` 4 STANDARD AND ADA REO UIREMENT; t 0 ¢ d a GENERAL NOTES N r CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS / I N 00 SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF <I\ a r\ CONSTRUCTION. NOTIFY A/L OF ANY DISCREPANCIES I Q r -kO'Dm N SLCPE' OF HANDICAP PARKING STALL AND ACCESS AiSLE �. NOT TO EXCEED A SLOPE OF 1:50 IN ANY DIRECTION. �1 Z o A H O W 4 adL. c 14- 50 LEGEND 146 --- 1nCy EXISTING CONTOUR--1 TO 4 FOOT INTERVA.S __100 _ EXISTING CONTO1JR--5 FOOT INTERVALS 144 �1 / 100 NEW CONTOUR--1 TO 4 FOOT INTERVALS (96 100 NEW CONTOUR--5 FOOT INTERVALS 146.50 1 \\ (,� 100.00' / 145.30 RIM ELEVATION \ �+ INVERT ELEVATION 100.00' �, \ 6193 SF _+1-_ \ YC� / 1100.001 SPOT ELEVATION o,�' 14530 (E) EXI,TING x OilI 145 FF ELEV = 145. 360 f 144.80 / t NO 746 �1 9� l A , 141.33 RIM it 145,30 \ O t `A4 44.50 -9O y145 10 144.90 r / \ MH(E) 143,9+ \ 6281 SF x WATER QUALITY 144.50 144.75 SWALE ✓ 144.>� � I 143.34f 144 18 �.� 14 5.30 r t 44.50 144.50 MH(E) 145.30 144.80 / 140.89 RIM 1x3.20 o � f1 144.18 V 144.5 145.30 144 44 144.84 \ \ sZ 145.10 �,- :DZ t (E 14 /� 4 Q o f 143 94 144.6 1 143.66 U \ O 143.69 \ 0 143,54 1 \ 143.34 0 � '�6' � � "7 143.10 143.18 \ O L \ 142.78 143 ----\ T4� o 143.7 143.33 r" r 142.50 \142.65 ZJ--,,140c& � /ISO,�q p � M1 \ 142.05,9 W4<ACB 142.2= '0�� m142.29 RIM l ¢4 3 SLOPE VARIES - \ 4 1 OR A-, P, OUIRED Z 14 69 14,22 142.37 �\ 140.80 140.09 RIM CB \ DRAWN BY: MRC y \ 18 CHECKED BY: NCL � 11-10 MH \1 1.04 \ � � � t ,[, '"r.7 Gid �� •`►ii � / D C 1 CB(E) 138.66 RIM 139.01 RIM f � MH(E) ��\ ISSUED DESIGN 4/T% 96 c DESIGN REVIEW ISSUE: 4/12/96 3UILDING PERMIT ISSUE: 5/6%95 TRUE NORTH GRADING _PLAN DRAWING TITLE: -J )2 KALE 1" = 20'-0' _l GRADING PLAN L� HI A'96-0266, SI'I 96-0026 14058 SW Milton Ct. OF � 2 of 20 roe NO: 96036 Q IF THIS DOCUMFNT IS LFSS llr�'C�llll lllllllll�lll IIIIIIIIIIIIIIIIIIIIIIII11T�i4 1�1IIIIIIIIII 11�1�TTIII�TIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIQ1 lllllll11�11)�j1 T�1�T11i �11�T�I�IIIII1II :III1111 IIIIIII Illllll t LFGIBLF THAN THIS NOTATION, �I I� _-I--i4�-1- ------ III �L� V I I�I ✓�" W 11 �1 / n IT IS DUF TO 1'HF QUALITY OF - - THF ORIGINAL DOCUMFNT, - _ _- _ No.�e �•���.�- I I � v I IIIIIIIIIF11111111, I IIIIIIIII Ilil�llll IIII�IIII IIIIIIIII IIIIIII I (IIIIIII, III inI IIIIIII�IIiIIII IIIIIIIIIFiniJim, IIIIII IIIIIIIII IllilTimi,IIIIIIII111ZI IIIIIIIII TII�IIII IIIIIIIII Iell11T11111111 11LIII1111 1411111111 141111111 +IIIIIII Islllllll 11 tIIIINII 5. '., 1a s .ke:;, • l„ t a .. ,..� •'. .:, .r e + ��" : :.: y. , .n ,. T �•. ,' '.. .R•"�( �:,. kk :ry-' ,,1"',f, .•, ,•: ,.. 47 40 �" u• i.v 0 N Q GENERAL NOTES • (ONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS n 0 SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF rn aD m CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. Q �O(V� N • CONTRACTOR ;,,ALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR N 0 TO THE START OF CONSTRUCTION. COORDINATE LOCATION ; �l WITH A/E. 4, u�- In • UTILITY DRAWINGS ARE DIAGRAMATIC REVIEW FINAL. LOCATIONS NOW X WITH A/E PRIOR TO INSTALLATION. In(L \ • CLEANOUTS SHOWN ARE. A MINIMUM PROVIDE ADDITIONAL \ CLEANOUTS AS REQUIRED BY CODE. STORM SEWER PIPE SHALL MAINTAIN A MINIMUM SLOPE OF 1/B" PER FOOT UNLESS NOTED OTHERWISE. \ f 11 LEGEND � ""-'- `gB 1\ 01 � EXISTING NEW SANITARY SEWER LINEl - _ - --F,S-- - - � - ---•;S- STORM SEWER LINE -STM-'- - STM- WATER LINE _.__ __ -W- j, TELEPHONE LING .___ - w -T- _ - _ T-- / / \ ELECTRICAL UNE --E- E O� NATURAL. GAS LINE - •- - -G- - - - - G ii WV(E) / 4 145.30 RIM �ip RIM ELEVATION 100-00, \ s 22LF 6" 5143 30 IE INVERT ELEVATION 100.00 - 0 S' `rs \ STM 0.91 r, �,►� �/� t1 \ \ � EXISTING (E) 'Q\ EXISTING 12" DIP CO '�y DOWNSPOUT D`, /� \ WATER UNE CLEANOUT C�' \ 141.33 RIM if 144.78 RIM 135.33 IE 143.10 IE 43LF 6" 0 MANHOLE MH \` \ ;TM 0t.0% _ \ 9� FIRE HYDRANT TELEPHONE JUNCTION BOX TH \ \ F. F. ELEV. - 145 . ,30 \ MH(E)\ \ ELECTRICAL fRANSFORMER 1F CATCH BASIN CB \ \ LOCATE UTILITY TRENCH 5' \ \ ELECTRWAL VAULT E: \ WATER QUAD 145.10 RIM MINIMUM OFF BUILDING �� ` LIGHT POLE LP \ \ POWER POLE PP 137.69 IE 42.67 IE \ D \ FIRE SPRINKLER VAULT SV WATER VALVE WV DOMESTIC WATER DW \ ! FIRE WATER FW \ (E) / \ DOUME DETECTOR CHECK BF 57LF 6" BACKFLOW PREVENTER \ 140.89 RIM \ \ \ \ STM 07.75% �y 133.20.,1E t� \ tL. \ 133.0E \\ \ 127LF 10' STM 0.81 X / Z z 145.10 RIM POWER AND TELEPHONE•. / 0 0 41.10 IE PER UTILITY REQUIREMENTS o U Q59LF 6" \ \ \ SI-M 02.543.�\SS STUBOIIT -'-•� C �` /'� / / Ix f \ / \ l �,/ n 7 \ 138.86 IE 12 LF 6" Z/ O J � tl ` \ STM 07,83 p� 1 EXISTING 12" CCP CB STORM LINE O 1.00% \ \ \ \ \ �\ 142.29 RILd \ \ � 139.8 w r 137.20 IF Z� / t \ \ 40.09 RIM d V) \ SAIF 016.3% \ 4'S �,3$.00 E, 1 E 5LF F"STM�4 1 112' BACKFLOW PREVENTION DEVICE \ 3L� 6" STEEL / TM 00.40X -- T.\ � . DRAWN BY: MRC EXISTING 8" PVC SANITARY \ \ \ SANITARY SEWER LINE 00 91% EXISTING 6"PVC \ \ \ ��,,- y 1N,�� STS FIRE HYDRANT CHECKED eY. NCL SAN. WEIR STUBOUT �' S5 STANDARD STORM MANHOLE EXISTING 2" \� 136,66 IEVp / ATER STUBOUT 136.66 IE(E) FIELD VERIFY `'11141 �.. \ \ - 137.00 IF „ 6� 1•.. 1 1/2" TE . MER l 13?•Ob IE • EXISTING 10" STORM S T UBOUT \ 12"X1 X6" \TAP ct CB(E) IL \ \ �' ----1v138-.66 RIM 133.38 IE - 1390, \ \ -S� 135.66 IF •S /Z-�f 133.1E�IE 24LF 10" ISSUED DATE TO STORM � / MH(E) O 0.95ISSUED DESIGN: 4/1/96 SEWER OUTFALL \ DES6N REVIEW ISSUE 4/12/96 BUILDING PERMIT ISSUE 5/6/96 SITE ,APROVEMF-NT PERMIT: 5/7/96 CITY COMMENTS. 06/18/96 ' DRAWING TITLE: l)TIL.I r),' PLAN ASSUMED TPUF NOPTH NORTH til. 1 UTILITY FLAN SCALE 1" c 20'--0" a. DUI'96-0266, SIT'96-0026 5 ' 14058 SW Milton C•t. OF 3 of 20 96001 .18 --,�«,.,.,.....rl.• wnN/4�F"!W'AM4N��., i}aU a.',y,.W7^"..,;,*r q Hall:.LMrJMb;�: ....d..9'WA. '. �,.,a�!:.:,i .. .�,�;,�,'�...:n.a. ,{,w,:� .,,-"•:�{.,�.r-�.��'.a1, '^ yl,'FN[.n;•+a,Nb^.:.a.�Wl1^r:pc/RrhnyF.y�,�pti,w' 1Ilr III 1I IF THTS DOCUMENT TF LESS I II III IIII I I II (II III I I I III III I111 l�1_ I __ 1 I I LIll Ill 1Ill__Il_l I 1_1_1_1 1__11 _I_II I T1111111 gNOTATTON 6LRGTBLE r1AN THII Il-1 I _ ll Ill III I 1�1 11 1 I�,T l-T-�I 1lel 1��1�Ill Ill I Ill1ll1l J Ill Ill Ill11l�l I _1 TT IS DUE TO THF OUALI TY OF No.3e THE ORIGTNAL DOCUMENT. ® �- o�1; 8Z 8�ti� LI ti 8S IQII�zIIIIIII1Ib�IIZIIIII�IIeIIILIIII�III�II�IIIIIIIIIiI�IZIIIIIIIIIIill�llil.llllllllllllLllilllll IIIIIIII�IIIIIIIII�I�IIIIIIII IIIIIII111I9LIIII911I1111IIIII1111yIIIIISIIIIII II8T .I. e �Si 111ti ,11,11, I111I I�I — — — —_._.__— _— _----- -- ---- — - — _ 133'-0" _— I a 33'-0" 4l -0 6 -� - — 30 -0" It 26-7 1/? 26'-7 1/2' D. O , rV Y1C ' 4000 L.. I N ci " I V),( c) A I r , I KEYNOTES � �� < I L) I I , II I I O LANDSCAPE PARTITIONS -- NJ C J _ 0 RECEPTION DESK -- N.I.C. TRANSITION FROM CARPET TO VCT 2 X 6 ® 16" O.C. WOOD STUD WALL TO ►'-0" A.F.F. A4 5 VERIFY EXACT LOCATION OF FLOOR GRAIN WITH OWNER PRIGk d- C TI NGS TO START OF CONSTRUCTION AS I I _ HB4h 5/8" � O +6" STEEL TUGOP. LOB ��FD STRUCTURE GBG EACH ACINSULATION. I ¢ PJ SE AI r � _, ----_------------ --___ ______ E DETAIL 6/A8 FOR ATTACHMENT AT TOWALL b -- - _ "' EXTERIOR WALL -- 6" X 18 GAUGE STEEL STUDS a 16" O.C. WAREHOUSE - WALL TO ' .3 4" AFF. S _ I I (; 108A L 9 -1__ ___.._____---- / /8„ GYP. B[) ON INTERIOR FACE, 6 MDC) PLrWOOD OVER 5/8" PLYWOOD SHEATHING ON EXTERIOR 4'-9" FACE --- R--19 INSULATION I ' 10 INTERIOR WALL -- 6" STEEL STUDS ® 16" U.0 TO 6" ABOVE r ,' SHIPPING AND RECEIVING �i' I CEILING W/ 5/8" GYP. BD. EACH FACE -- SEE DETAIL 3/A8 107 ( 1076 ' MINIMUM STEEL STUD PLUMBING WALL TO 6" ABOVE CEILING - - r- VERIFY THICKNESS OF WALL REQUIRED WITH PLUMBING CON'RACTOR. 107A / -- - v. 10 4' X 8' SKYLIGHT ABOVE -- ADDITIVE ALTERNATIVE, 4 F;-1 71T I ! ___ _-__ __-___ F �,_ _-_ I _ 1 1 STEEL LADDER TO ROOF ACCESS HATCH -- S T PJ i l0 i ( 110A) J 0 EE DETAIL 4/A6. �,- 11 12 EXISTING HVAC UNIT TO BE LOCATED BY OWNER FROM EXISTING L " '� FACIL 1TY. COORDINATE SPECIAL POWER, WATER, AND FLOOR I I I I I DRAIN REOJIREMENTS W/ OWNER. ► i ' I I - --�, L - -- _ J o 13 ALIGN CENTERLINE OF INTERIOR WALL WITH CENTERLINE OF WiNDON 2 � Aa LABORATORY '� - --- --- -- - -- MULLIi iN. N { �. I l I ' 110 r 6 �0 ALIGN FACE OF WALL WITH FACE OF EXTERIOR WALL TO THE WEST. to N I 16'-O' S'-6" G -6" 8 2 "-� P J.7 068 ,� ---� _ 1 6I TENANT SPACE I (R 11 E6A) 8 I 8 I A AA 5 WILL CALL � Q I GENERAL( L 1G6 L NOTES F- �1 QJ i _ tr-` i A. ALL INTERIOR NCC-FEARING WALLS SHALL BE 3 112" - -` P J _ _ , STEEL STUDS Al 16 Of W 5/8" YF. A FACE Z - - - LAB OFFICE ! 0 10, LUNCH -- ,., UNLESS NOTED OTHERWISE / SEE DETAILS 3/A8. Q O _ yP I PHYSI AL I / I I AS 105 i B. PROVIDE 3 l„2” STEEL STUD ® 16" O,C. FURRING 0 o o 11 J C1M. b -f WALL W 5 $ GYP. BD. ON INTERIOR F{'^E AT TILT-UP ! ! / _I CORR I i I �iJ i �� CONCRETE WALLS AS INDICATED ON DRAWINGS. PROVIDE /MEN ` I 5 or, R- 13 BATT INSULATION FULL HT. TO ROOF. �„j _ C. AIL. HARDWARE SHALL CONFORM TO ADA REOUIREMENTS , UZ - -- 117. A8 - ` L - -- �-- � D. PROVIDE S�.�UND ATTENTUATION INSULATION AT WALLS AND 4" `,1 _ -- i I- -1 - - - -- _ - __. CEILINGS OF TOILET ROOMS ONFERENCE ROOMS, 5 o �`� - a OFFICES (EXCEPT LAB OFFItF), AND LUNCH ROOM. V �lI A - _ - - - -� Z 1 E. ALL GLAZING (WOMEN ___ -_._.--_.-- DOORS SHALL BE SAFETY GLAZING. 1 118 ( C. Q � — 0 I I SALES -- -- , / ORR. F PROVIDE EXIT' LIGHTING FROM BUILI)ING PER UBj N PROVIDE EXIT ILLUMINATION WITH SEPARATE SOURCE m i.i.. ­CIF POWER PER UBC BY SEPARA ;rF PERMIT W CONFERENCE �-..---- -...,-,.. ,----�'- tU G. THE WAREHOUSE AREA (109) SHALL BE UNHEATED, 'S I I _ (1F � � � d' � THEREFORE REGUIRING I 0 IINVSULATION. IAJ > � 121C 121B� _ H. EXIT DOORS 101 A AND 106A SHA'_L BE PROVIDED WITH '- _ :FE ^ k 1 U4A ILLUMINATED EXIT SIGNS WITH BACKUP POWER DS - _ A ) 104A -� - _._ — _ _ --- —- ----- -- I I � —— 1 ---- 113A —_ I I - - �-- _ ca LEGEND C �.A',ti., JOE, ._ L I — ..� ,O \� 1 OLA -/V' 1 03A ,� f�l f7 r 110 1.0 c) - J c ML I I I 14 I [� ROAM NUMBER ENTRY 102A 6 ,� 'c1� b (-10L DOOR NUMBER ¢i T I - f,) 101 OFFICE , N N. `i OFFICE ;ALES I, �A6 101 RELITE NUMBER ----- ---- - -- ------ -- -- ---- - ----_— _ 7 (DI _ \ b 7 ACCO JN TING 1 O_i ` -1 TYPI I 1 14 al - C7 101 A I 102 I +-HB HOSE 61B -- / «) .3 ~ _ OFC) FLOOR DRAIN DF DRINKING FOUNTAIN - ADA ACCESSIBLEcj �- - ODS DOWNSPOUT , - P.J. PANEL JOINT .L ISSUED GntE tA� O DRIVE-114 DOOR--, DESIGN REVIEW ISSUE:: A6 a '_1 \�� 1 I 13 -' 1CL, FE-1 2A108C FIRE EXTINGUISHER 4/12/96 A4 a �_ .. A3 BUILDING PERMIT ISSUE A 5/6/96 1'-0� 7'-p" 11'-0" ��14'-0" 7'-O" 7' -0" 9'- 14'-0" I CITY COMMENTS; _ _. - -- -- 6/18/96 '- . 14'--0" '- 2' 6" 12'-0" 2' 6" 3'-0" 16'--0" '-0 '-0 __ 14'-0" II 3'-0" 16'-0" '-0 , 10'-0" 2'-6 10'-0" '-0 y__0" _ ' 'I A'-0" IT-0' I — -0" -- 33' 1001-0" _ DRAWINGTITLE FLOOR PLAN �N r . FLOOR F't_AN SCALE 1/8" - V-0" BUP96-0266, SIT96-0026 T 14058 SW Milton G. 4of • r s� It 20 j0p 1111 IF 'I NIS DOCUMT'NT 1S LFSS I f 1 1 1 1 1 1 1 I I I I III I I I I I° I I I I I I I I T E T 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I'1 1 1 1 1 1 1 i• T T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �"'��`'f"'"" �� ill � l I ( I I � , ISI � ) �j I � I 11 �11lIl I � I ) 1 ISI ISI I � ISI I � IQ 1 � 1 l � 1 � 1 1 ISI III III I , , 1.RGIF3LR THAN 'i11119 NOTATION, IF IS D TO TNI? ( UALI TY OF OF No.9e .r....... fi 1HR SRIGINAL DOCUMi N'P. �111tlili 9 rilloit,1111ii, I8 TL�T9 T T7111111 B+ 1 III II II IIIIIII I IIII II IIII I (IIII VIII I Illllllln IIIIIIIII IIII�n lull Iullllll IIIIIIIII II III�II A T.O. FARAPET1 2 POOF LINE BFYC';' (EAA3 6 AS A-- T.O. TOP PIATE PAINT SCHEDULE D NUMBER COLOR NAME PRODUCT NUMBER is .0 4 ja t3 A3 r3 -EQUiLA M�LLER 8672W 7— RIVER 8(374M 1C 8LJE REVEAL 2 ' ut b VEAL AL M'LLEP 75 _T7_) p E Tr�REVEAL Y U C)DY R I A3 N �1A T.J RE 'vfAL 00 1; 7 4 _ 1L -1-21 A3 < U) L L T a2WE_Q_1T ELEVATION Z_ SCALE ',/g* 4 PARAPFT BEiOND 7 7 A3 A 3 TO. -101' PLATE If I T 4 A3 T.,� REVEAL A73, SIM. 71 I T.O. REVEALC-i 3 K 7 EYNOTES _-71 7` t TILT-UP c'ONCRE'E "I "..L "ANE' -- PAINT COLOR #1 FIN. FLR. INSULATED ALUMINUM WINDOW 3YS7EM -- DARK 5RCNZE aF J= sil ANODIZED FRAMES, GREY-TINTED GLkZIN" 'j O PREFINISHED SHEEI METAL COPING -- PAINT COLOR #3 REVEAL -- PAJNT COLOR #3 SOUTH EL E VtA T 10 N 5 BUJLDIN6-MOUNTr*� SITE LIGHIINS FIXTURE -- rYP. SCALE 1/9' I'-(f HOLLOW METAL DOOR AND FRAME -- PAINT COLOR #2 OVERHEAD DOOR -- PAINT COLOR #2 O ALUMINUM STOREFRONT Sv'STEV -- DARK BRONZE ANODIZED FRAMES, GREY-TINTED GLAZING C9 PREFINISHED SHEET METAL DOWNSPOUT PAINT TO z z MATCH BUILDING BACKGROUND 0 0 7 0 (,) It T.O. SHEATHING - { I c.e Z °C L6 A3 i 0 0 z _j 3 A3 A3 LL I FIN. FLS w > Z > F_ 7RAWN BY: jKEI ELEWA_T_,(DN OCHFCKEI) Sy: GML A 2- V-0' 1i1AVI0jG.yj,.L H riz RL LINE BEYOND T.Q. TOP PLATE 13 AII3 T.0 1L'H_E,'TH,tm`; ISSUED DATE DESIGN PEVIEW: 4/11/96 BUILDING PERMIT ISSUE A3 5/6/96 3 A6 B O. WINDOW OPENING DRAWING TiTt_e: ELVATION'.') 4 I'JOPTH ELEVATION A2 y ( BUP96-0266, SI'1'96-0026 t4 Z_ SCALE 1/6' 14058 SW Milton Ct. OF 5o1-20 )08 NO: 96036 ........--- U__ . - . ............ TF THIS DOCUM",NT JS ],Fqq� III 1111 111ac ijiliplijil, 111 1111 Ill Jill IT111111T]; 11TITIT 9 1 LFGTBLF THAN THIF NOTATION, 8 IL 3 1 w 1 IT 1� DUE TO THE QUALITY OF N0.36 THE ORIGINAL DOCUMENT. T 1119Tv -'I, ,I—I i I Tiliii i i i ti,i 11 01r. 6 9 CTJIT I IF-1111111911 1111111111 1 1 IllILII ILII ILII 1119ILII 1ILII 19ILII 11111 F111111 1111611111111 ligi Ill 11111 1 1 1111111 jjljjjj� jjjj� ll 8S(1111 IIIIIIIII 18111,111—,1, 1-11-11.-911 13,—,Ild,it,I_110 2 n 3 T PROPERTY LINE 7 t a J �^ 7 AB T.O. SHEATHING , A3 I + N \\ I .o too,'rov- J SUBPURLIN .N N r I PI,RLIN I �\ \ / _ N Z ri 0 I ' --- BEAM BEYOND F ______._.____ . __ __ I \\ o k x r 0 h < R-19 INS ULATION ON VAPOR BARRIER , i l SUSPENDED ACOUSTICALCEILINC 1 I SUSPENDED ACOUSTICAL GE LING ENTRY ! � — I�nNCRETE TILT-Up LABORATORY PHYSICAL DIN SALES I PANEL FIN. GRADE- t SHIPPING & RECEIVING ^l� t FULL HEIGHT STEEL STUD INTERIOR PARTITION I I 1 I FIN FLF4 �./ - — CONCRETE SLAB j `� WALL WITH INSULATION WALL -- SEE 3/A8 o - --- 1\ 1 BUILDING SECT ION v 14 4 � CONCRETE WALL 1 PANEL ------- CONCRETE WALL PANEL �------- CONCRETE WALL PANEL CAULKING �— ----- CAULKING ~' - CAULKING �_ _ T.O. REVEAL --SEE ELEV. oft w N -- �- B.O. REVEAL --SEE ELEV. FOAM E'AGKER ROD ��------ FOAM BACKER ROD \ FOAM BACKER ROD Iy BUTTERFLY CLIP BUTTERFLY CLIP \�----- BUTTERFLY CLIP IrdTER10R EXTERIOR INTERIOR EXTERIORCONCRETE WALL PANEL -- INTERIOR EXTERIOR w n � Z Ix p � 1'_2's� SEALANT DETAIL AT rIhNEL JOINT -- PLANECTIONi 3 SEALANT DETAIL AT uUTS1DE CORNER — PLAN SECTICIN 4 SEALANT DETAIL AT INSIDER — '^�1` i° J CORNER PLAN SECTION � TYPiC, �L REVEAL � � Cr A. 3"= 1'-0" 07920-01 A3 3"=1'-0" I 07920-02 A3 3"=1'-7 07920-03 A3 3"=1'-0" 5/Al 0 muj 3 i V) �-- REVEAL GASKETEL` NAIL CONCRETE WALL PANEL. 6 BUILT-UP P,pOFING \ DRAWN aY. UKB CHAMFERMETAL FLASHING CAP SLOPE 1 4 CHECKED ev. GML " -•--------`"" P.T. 4X TOP PLATE W/ ROOT SHEATHING � -� /- - - _ 3/4" DIA. AS. 0 48' 0.G ALUMINUM STOREFRONT SYSTEM /� d I ,�� ;� t r✓, I;(; �`; a.�� (�AA3 , 5 _ _ 11 • l , --- COPING - NAIL. "' 0,C. SHEET METAL CLE T 0 d' O.C. -- -- _ 9'-0" T.0--.-4 ROUGH OPENING/ ----- CLEAT AT 2'-0" O.C. SHEET METAL - �� � r TOREVEAL FLASHING TILT-UP CONC. WALL ISSVEC> DATE �._ BUILT-UP ROOF LIP WA BUILDING PERMIT ISSUE: AND OVER TOP PLATE �� 5/6/96 �'� ---- CONT. WOOD TOP PLATE _ x i < -� FIBER CANT co I - st 1 INTERIOR EXTERIOR CONCRETE TILT--UP WALL --INTERIOR DRAWING TITLE: BUILDING SECTIONS EXTERIOR DETAILS G ELEVATION OF REVEAL/STOREFRONT 7 COPING 8 PARAPET FLASHING ® TILT— UP WALL A.� 3"=1'-0" 07620-02 A3 1 1/2"=;' ''" 07620-05 (MODIFIED) BUP96-0256, SIT96-0026 0� 8 J 1/ r 14058 S1V' Milton Ct. 6 of'20 � 96036 v� TF THIS DGCUMFNT 1S LESS � TI1 T11 III ISI Illllltlll I III' III Iil I I III III lri 11T II', 1111111 I I 1111111 111 III III III III I I III III III III l�l T11 1�1 1 1LTj�T�jl_jTjTjl�ljjlLFGIBLF THAN THIS NOTATION I1_ �__ _ _L_____ __ __ ___ __ T T I F DU.' TO T'H1', QUALITY OF so THF. ORIGTAAL DOCUMFNT. �Il ll�lllllT{ IeITIIillllllllliljlll � � � { � T liti V 1iii �6 IIIIIltl�l�1111111 l1II1111�1111IIlIIIIIIIII1IIlIIIIIIIIII► 1111111111li� ,I _� { ��l11,, III 11111111 QII�IIIIh__III_IIII sCll�.l.:lall LII�III, t��,1>� G� nl,luii }I n s DA3 0 — BUILT--UP ROOF OVER VAPOR BARRIER + ---� - BUILT-UP ROOF ON PLYWOOD w T.O. TOP PLATE SHEATHING 5 r ' .0 8 ' < < nO A3 }o I ( / - R- 19 INSULATION OVER PLYWOOD SHEATHING d f o (V i U� 0� s ( ��-- T.O. TOP PLATE T,O. SHEATHING AT FACE OF WALL 1 T. 5HEATHING _—__— — 3 Z�►M I -- �_ _ _ { (A -00 •�• ' — ---- If1 0t � X NOWL) Q �- CONT. SHEET METAL FLASHING I I 1 � '��--''�--- WOOD PURLIN WOOD PURI_IN TILT-UP CONCRETE WALT. TILT-UP CONCRETE WALL PANEL `- WOOD SUBPURLIN INTERIOR EXTEFaOR ------ -- l- - R-19 INSULATION ON VAPOR BARRIER EXTIE&$ IeL�StR. INMOR CONT. 1 X 4 TRIM 3/4" PLYWOOD SHEATHING OVER 2 X 10 ® 1 0.C. i ''0 c0 2 X 10 RIM JOIST L UP CONCRETE WALL -- 4-HR. FIRE 5/8" Gl'P. BD CEILING RAI!NG (2) 2 X 6 T0� PLATE — 4 10 WOOD LEDGER W/ 3/4' DIA. A.B. I ® 16" O.C. 2 X 6 WOOD S1UDS 0 16" O.C. -- --- SIMPSON H210 HANGER 4LUMINUM STOREFRONT ( 5/6" GYP. BD. EACH FACE ' S(STEM "f I PROPERT) LINE b ' o, =�r 1 -- THICKENED CONCRETE _ TENANT SPACE STORAGE CASTINGS PANEL EDGE BEYOND F'IN. GRADE f`' 121 107 108 MDO PANEL JOINT -- SEE 5/A6 P.T. 2 X 6 WOOD PLATE W/ 1 1/2" DIA. EXPANSION BOLTS — CONCRETE SIDEWALK I l ® 4'-0" 0.C. I o •afa I - CONCRETE SLAB 0 1 FIN. FLR, mmpjmmm� -} — `I ._ -- - - — — I — M 'J0•U L.► 7�Y. e0 0 Z z _ L I I CONCRETE FOOTING -. I Q O L — 0 Li 10 z As 4 IL Q 4 J 1 WALL SECTION 2 WALL SECTION - - C9 4 HR . WALL 3 WALL SECTION mLj A4 1/2" _ —0" A4 1/2" = 1'-0" A-'!- 1/2• = 1'-0" W � z DRAWN my: JKB CHECKED my: GML u r DA SH <y 1 . ISSUED DATE a t BUILDING PERMIT ISSUE: 5/15/96 P I< I DRAWING TITLE WALL SECTIONS r. A4t? I3Ul'96-0266, SIT96-0026 OF' 8 1 14058 SW Milton Ct. CC 7 ot'20 JO® NO: 96036 T 1 1 f l 1 1 1 'I I I I I l l l l � l�l lY 1 1 1 l u l l 1 i rt l l l i T 1 1TT rf l'I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 111 f l l l i l l i l l l l l l l l l l ; + IF THIS DOCUMENT IS LESS LEGTBLE THAN THIS NOTATION, IT IS DUE TO THF, QUALITY OF FHF ORIGINAL DOCUMENT. 111111116 IPIIIeII �� ��e t 111 6 � � gIIIIIIIvIIIIIII'ti-11111111 � IIIIIII �� �� IIIIIIIIIIIIIIIIIIIIIIIIIII IIII8F1111 � c � N11111111f1711111111IIIIiIIIIII �IIIIIII � ll111,1111111111111! 1IIII�IIII IIIIIIIII IIII�NII24 ) f- CONCRETE WALL o N 2 1/4" 41 1/2" CHAMFER — - FACE OF CONIC PANEL SCHEDULE PANEL BEYOND O BACKER ROD AND SEA[ANT DOOR OPENING _ DOOR FRA _ ci rg)0 ME ASSEMBLY *NO / ----HOLLOW METAL DOOR AND FRAME _ t/4" SHIM NO. _ TYPE WIDTH HEiCHT THICK. MAT`L Fii�ISH MAT'L FINISH HEAD l � - --SILL HDwt FIRE RATING REMARKS AND NOTES 4 ��,� 1 1A �- 7�-- 1 __ Q�I �_ A /IODIZED A` 3 4L�a - - NOTE tj� LNN EXTERIOR A � 7 - 1 4 STA)N H. A5 6 A5 _ -- -- DM EL 7,_ 1 - ST �__ .� �L 5 6 - -- - z / �-----SLOPE CONCRETE SLAB A --�--- _5. AIN H. N _ �- � 0 0 4 _ 7 - 1 4 _ AlN, H M_� ENIj L 6 A5 _ /65 -- A -- -- gnn �- FOLLOW METAL DOOR INT R10R - - - F o �---- 1 A _ _ 7 - 1 4 S.C. STAIN H.M L 6 A.) _ A A -- O ALUMINUM THRESHOLD TO MEET ADA . 9- _ ACCESSIBILITY STANDARDS---SET IN i 10,66 8 ,� 1 3/4 ANODI -- - 4 - -- T N 0 w< 112" CONTINUOUS BED OF SEALANT ,- - _ r-- H . ENAMEL L _ -- __ --` OTE_ n a w L< 1 _- �_ 7'- 1 4 H. H.M. _ ENAMEL 1 C _1 A a NOTE 3 1 1 12'- --- T - __ A6 A 9 6 _ c� --EXTERIOR WALKWAY 1 ' - __. -__ JL _-�- 6 - 7 _ 1 ice. E (1�_ H M €NAMES 65 - ' A T 6 7 L NOTE: HEAD CONDITION SIMILAR 1.1X �__ 4'- 7'- 1 4 H M. - ENAMEL _ A5 -_ 61 -- �" -- NOTE 3 111 _ �= 1 AI H. � UMEL_ 6 - "- v — _ 1 '+A '-0 4 S ENAMEL 6 SAA -- - _ HOLLOW METAL FRAME 3'- - .M. N � �- _ _ NOTE 3. 4 5 --��--- 6f A5 -:_ -- NO 3 1/4" 11 A '- _7'-0 STI H.M 6 A5 6/A5 -- -- BACKER ROD AND SEALANT 1 7'- 1 4 S.C. _ STAIN H M. N M 6 A5 -- _� i NOTE . 4 �- METAL TRIM I 3 45 3 ' 4 A '- 121A --&LQm— ANOQIZFL—_ ALU ANUS ZE!) NOTE 1, 2 "'----- 1 1 10'- 1 '- ' ST A6 54/A5 121C 1 - 1 --- $T ENAMEL _ - A6 -- 5/A5 -- 5/8" GYP BD - --- FURRING WALL IN(f=R10R NOTES: 1 HOLLOW METAL DOOR @ (_.ONC . EXTERIOR WALL 2 HOLLOW METAL DOOR AT THRESHOLD 1. PROVIDE CYLINDER IN DOOR. 08100-02 A5 3"=1'-6" 08100-03 2. PROVIDE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 1; 3. PROVIDE CLOSER. 4. PROVIDE HANDICAP SIGNAGE ON EXTERIOR FACE OF DOOR PER ADA STANDARDS. 5. PROVIDE PUSH AND PULL PLATES EACH SIDE. ' 6. PAIR OF DOORS. 7. PROVIDE FLUSH BOLT ON INACTIVE LEAF, LOCKSET ON ACTP/E LEAF ��- -- GLAZING / ALUMINUM STOREFRONT / --- -�- STOREFRONT BEYOND kxTER! 'R. / i' / _,-- ALUMINUM STOREFRONT DOOR SYSTEM i t j - SLOPED CONCRETE SLAB ERIOREXTER 0 ALUMINUM THRESHOLD TO MEET ADA X14 ACCESSIBILITY STANDARDS--SET IN INTERIOR RED OF SEALANT FINISH NOTE: HEAD CONDITION SIMILAR FLOOR EXTERIOR WALKWAY # n=:n,l STOREFRONT DOOR :D Z 0 0 � . INTERIOR, 0 U 0 o Z 0 0 - I ALUMINUM DOOR JAMB AND HEAD 4 ALUMINUM STOREFRONT DOOR AT THRESHOLD A5 3"=1'-0" 08100-06 A5 3"=1'-0" ` LL. m 0810Q-05 Q Liw Z < V) DRAWN BYE JKq 17— CHECKED BY GML -iONCRETE PANEL. - r(p' _ 6 TYP GLASS-� 6" TYP, GLASS 6 EXTEk10R "~ '`z �r �-1 11 =s _ C y l 11 ." 5/8" 6YP. .BDt DA 14Iiil:5(i t GLASS- 1/8- BENT STEEL PLATE WITH 1 2" x 4" in N.S AT 1' -0 O.C. EXTEND FULL �' v" �,. ,C HEIGHT OF OPENING METAL STUDS - ^` - A ALUMINUM STOREFRONT FLUSH 1/2 GLASS LOUVERED FLUSH GLAZED r� RELITE LO METAL FRAME--SEE DUOR SCHEDULE -� W ---- ISSUED DATE ,., �.— � � BUILDING PERMIT ISSUE: r; DOOR--SEE DOOR SCHEDULE -- �` 5/6/96 1'4T -- - TYP. ! I INT�R!OR - "`-J� `\ --7 C V1510N PANELS t CLASS rr TYPICAL OVERHEAD DOOR AND TRACK - -- _ DRAWING TITLE: SCHEDULE DETAILS BY MANUFACTURER. -- n 81- FOLD { 1 ) PAIR FLUSH SECtIQNAL OVERHEAD DOUSLE ALUMINUM STOREFRONT jMb CQ QITIQU - -- -- — - - �, SEE SCHEDULE FOR SIZE K SEE SCHEDULE FOR SIZE 5 OVERHEAD DOOR JAMB Al CONCRETE PANEL 6 TYP . INT-. DOOR DETAIL 7 DOOR TYPES � A5 3" 1'—(Y' liUP96-0266, -0026 08360-01 A`) 3"-1'-0" 08200-01 (MODIPIED) AS NO SCALE. NOTE: ALL DOORS IN THIS DOOR TYPE ELEVATION DETAIL WHICH ARE NOT USED ARE MANKED WITH AN "x' IN THE DETAIL TARGET. 08001-02 14058 SW Milton Ct. of 8 8 of 20 'JOB N :): 96036 r 1 ' .. - Tp��. -1 f�l ( "I III I I III I I 1 1 1 I I III I I III I I III I I T�T 1 I 1 I I 1 1 III 1 I I I 1 I 1 III I I III I I III I I III I I III 1 I 1 T 1 I 1 1 1 T 1• T 1 1 I 1 1 I I I 1 1 I I • ��N �� ��y IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, ___- 1. L___L_.- ____ ___ 1_ 6 —�_�_ - ��� TT TF DUE TO THF QUALITY OF THE ORTG11`IP.L DOCUMENT. -- — ---- --- --- - - - -- — lil'Bi 'l-1 I1i 11fZb111 IFzll � 1-11 trQT'•- 1ti, ti, LT � 9T ( Q1,,, gtII Sr I >.T IiI IT I � ��L I 9 111 I 1 Tt�un�VIII IIIIIIIII ILII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (III�IIiIII ILIIlllllllllllllllllliIIIIIIII ILII ILII ILII ILIIIIIIIII .I,I ILIIIIIII �I�IIuII ILII ILII ILII ILII ILII IIIIIIIII ILII ILII ILII III till sill ILII nu IL II ILII ILII ILII uu ILII Ilillul) RCOF SCUTTLE - SEE DETAIL CONCRETE WALL I Al" I / (2) 2 X 6 rRAMING AT ROOF OPENINI, / 1 2" CHAMFER I COUNTED? FLASHING Ln BACk ER ROC AND SEALANT r CENTER LINE OF PANEL, SCUPPER AND ___ � Q r �0 - - _� CAP SHEET DOWNSPOUT Q�' n S-4 --- CONCRETE -1—i'F PANEL w — - ---i-- WOOD PURLiN CAULK ! y. ( W0 METAL LINER I y ro N le GLAZING i ----- SCUPPER OPEN EACH END I -- TOP OF ROOFI 1 BAR RAIL - - -- o0 BIRD SCREEN - - - - -- _ .I_ _. _.L I "'" k t �" FLAT 3 4 DIA. PIPE RUNG - TYP. 0 a P OF YG40 FRAME WALL BEYOND—7 ; NCI E, HEAD CONDITIONS _�' I` ! - BIRD SCREEN —+--- LAG LqG BOLTS TO SOLID BLOCKING W NO,E: SET ENTIRE SCUPPER ASSEMBLY IN VASTY I W �- I `— ALUMINf✓M STOREFRONT SYSTEM I ! DOWNSPOUT--� > _ 1/2" EXPANSION BOLT INTO SOLID BLOCKING BACKER ROD AND SEALANT 6" -- �` METAL TRIM a INT"R R FURRING WALL Zi �---- DOWNSP(jUT ALUMINUV STQREF RC N ', @ EXT. CONC. WALL- SCUPPER AND DOWNSPOUT SCUPPER' AND DGWNSP0�!T — ELE`I��T 0� 4 P:00F ACCESS LADDER =1'--0" 08100-09 Ab t 1/2"=1'-0" 07710-01 �' 13 1 1,"''=1'-0" _ 07710-02 C5515-01 / SUSPENDED CEILING / 5/8" pL•I'W00D ON 10 ' X ' 18 GAGE STEEL JOISTS 16" O.U. �--- - --- -- INSULATED FURRING WALL INTERIOE /- ALUMINUM STOREFRONT SYSTEM CONCkETE WALL PANEL _ SILL BELOW I __- �� CONT. SEALANT THIO ENED LES AT CONC. -! EX,ERIOR r - -- ------- ROOF HATCH WITH RIGID INSULATi:�; i WAL F'AI,E� - �- ++ -- -� U ROOFING SYSTEM I = t INSUL. FURRING WALL -- •••� ,. ar !D --Z MDO PLYWOOD OVER 5/8" PLYWOOD L ROOF SHEATHING CONT. 6AC''ER ROD � SHEATHING CONT. BACKER RO6" ALu INUM STOREFRONT ��- Q' 0 A.F.F AND SEALANT ' SSS EM I AND SEALANT 6.0AN L., .0. '1 4" FIBER CANT / d 1/2" CHAMFER--rip. -� 2'�-0" _ I � �'- I CONT. SEALANT / _T 2� 2 X 6 WITH HANGER EACH END TO 1 I ` CON SEALANT 116-FURUN �-- ,\ / I I I ,L 1 P "wO0 � f- PANEL' .A.BCVE % � Z f I ; �� -�--- ALIGN MDO PLYWOOD JOINT '-'' o ' /1 � Oo r^ I, I BEYOND WITH � OF MULLIONTHICKENED V PANEL BE�GND�E OF ���NC � � -----;� _ -. _____ _.__. _ 7 r I - - ._� L ALJMINUM STOREFRONT �-L!_. O �-- ;/�." CHAMFEF'--TTP, � I.L. SYSTEM--SHIM AND CAULK ALL �� i - - P _ 2 X 6 ROOF SUB-F'..POO' 0 AROUND SIMILAR TO 7/A6 NT. �EALANT Tr z ALUMINUM STO'ErRONT AT SOFFIT E WINDOW AT THI�:E�' EN �_D WALL PnNEL--- - JA.ME', 7 'A'A�_!. A TH ! KEN7-N PANEL ED," E - - PL AN SEI- T. =� '� �IDOF HAT(_h j 1 1/7"=1'-0" A6 t 1 ;� -1'—a' /� / •. 07720-01 m W Z NOTE /n CL OF WALL TO Q v MATCH CL OF FOOTING CONCRETE WAIL PANEL - _ _ j- PROTECTION BOARD OVER � NOTE: PROVIDE CRICKET AT HIGH SIDE OF WATERPROOFING SYSTEM-- �E r+EwrJED ,�' AML SK rLIGHT AS REQUIRED FOR DRAINAGE F�INTSHDrp�p�ITHIN 3 OF r Sk1tIGH' w SELF-FLASHING EDGE -- 17— ___ i_ INTI ISI I i�I ���.;I I .,-` G, FE�D[VERIFY EXACTOI.00A LOCATION M -- ( °$ • • ca �8 ' ,C 7I � I � o 1� I III III- � � ►-- . - - •�`, ,�,--� 4" FIBER CANT � � � � T ,fr .. JO w�.�P ar"RIMETER OF )RAIN k,.0 ! w H FILTER FA6RIC I � r;al,:,�7, �-- �?• BUILT-UP ROOFING OVER PLYWOOD DECk --- i EXT=ND ROOTING UP CURB -- ------ = ----- - - CONCRETE SLAB --------.\ !I BUtLDINv PERMIT ISSUE. - - -_.--- 56/96 2 ,� 10 CURB I -�' • � EDGE OF CONCRETE � ,�.Qs �.�•s yo (2) 2 X 6 0 EACH S aE OF SX"YU3HT CLOSLIRE SLAB-_ w% SIMPSON HU262 EACH END. EXTEND REINF CONT. INTO CLOSURE SLAB I d � �=io�="iii;II I DRAIN II ! I II ROCK ----��--- - — --- I( �°�c°•�'d� PERFORATED I DRAIN PIPE WOOD PI_IP.LIN - SEE FRAMING PLAN I D!"aVwc TITLT: PROVIDE BLOCK AS REQUIRED AT I !�1!SC DETAILS HEADEP, FRAMING. P '^' SKYLIGHT CURS' i 0 CONT. WALL FOOTING RETAINING 07810-01 AF` 3/4"=1 '-0" a FiUI'9G-0266, SI'I'96-007.6 7/�7 � 14058 SW Milton Ct. �F 8 - 9of20 JOB -40: 96036 U I I I I I Ili 1 1 1 1 1 1 1 1 1 1 1I L I I 111 1 1 1 1 I I III I I IF THIS DOCUMENT IS LESS fT1�T1 fl-I III'I I III III illll I III III III I III III T11 T 1 T�1 -T11 III I 1 1�1 lIl III I I III III III411 111G _Q I I �� I I LEGIBLE THAN THIS NOTATION, -� --4 _ �L ---_.�� _v��_.•'1 " L� TT TS DUF TO THE QUALITY OF No-36 0'=6w�"" �QUS /�f THF ORTGlNAI, DOCUMENT. - --- -- _-_-- _�_ -__ _ �..__ �__ _ _ __ t 11 1 w IIIII IIIIIIIII IIIII IIIIIIIII IIIIIIIII IIIIIIII1IIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIIIIII IIIIIIIII e IIII�I IIIIIIII IIIIIIIII�IIIIIIII�I�III�IIIT11111IT1111111 1111111111111 llllllll illlllill III1111 11111 1911111111 1911111111 1111111 1111111111 ILI1111111 IIIIIWI I Illllll .. •.: ar.,•a,+, • r :::yRY ♦ P y,. 1M , i 3 '' tw 'Yy'F�tir.4 ,* i r 0 (V t .0 SEE PLAN SEE FLAN 0 --- 29" tu11N. SEE PLAN r t �� OQryO 54" MIN _ 3¢" -SEF PLAN <Q 77 00 12" MIN 42" MIN � TOILET INDICA ON/PLANSE� _ JL � N N 36" MAX � GENERAL NOTE. -PARTITION WHERE INDICATED ON PLAN ,4" �N GENERAL NOTE: N°o 0 ;Z � T ALL ACCESSIBLE TOILET STALLS - _ T.G _ ---- ASND ACCESSORIESL ACC111IBL1 OSHALI ILET STALLS 0� AND ACCESSORIES SHALL FLUSH LEVER A -- G -GRAB BAR--PE WAINSCOT COMPLY WITH UBC SEC. 3109(5) - --- � W INSCOT COMPLY WITH UEC SEC. 3109(6). N o d l C bo I AND ADAAG 30. u� SEE FINISH N 0. �- IL SCHEDULE ��G 30 SEE FINISH an SEE PLAN FOR FIXTURE r -- -_- SCHEDULE `�-~ SEE PIAN FOR FIXTURE I - - - PLACEMENT. PARTITIONS Io I PLACEMENT. PARTITIONS M °g FLUSH - AS INDICATED ON PLAN T.O. BOWL d AS INDICATED ON PLAN. VALVEaDL COPEN SIf� NOF BOOOR STAL 1 1/2* STANDARD URINAL -PAPER DISPENSER 18 �� �- --HANDICAPr'ED ACCESSIBLE URINAL SIDE WALL BACK WALL GRAB BAR ELEVATION HC URINAL PROFILE NO SCALE 1 HANDICAPPED ACCESSIBLE WATER CLOSET AND GRAB BAF 2 STANDARD AND HANDICAPPED ACCESSIBLE URINAL A ' 3/8" = 1'-0" 10800-01 A7 3/8" = 1'-0" 10800-U3 - TOP 0f WOOD STUD NAILER WOOD STUD W1, 5/,°" WATER-RESISTANT GYP bL• ® TOIL. ROOM SIDE 8'-6" WOOD STUD NAILER--ATTACH TO STEEL - STUD WITH #8 X 1 1/2' LONG SCREWS - - A 6" 0 C. STAGGERED SEALANT b � 3/4- X 6" PLYWOOD BACKSPLASH 1 '` MIRROR -- 3'-O" WIDE ATTACHED TO EACH STUD W/(2) 2-1/Y " 1 / TYPE "5' BUGLE HFAU SCREWS - COUNTER- SOAP DISPENSER ` SINK HEADS. SET BACKSPLASH W CAULK - I �- -- FACE W/ PLASTIC LAMINATE � r-- PAPER TOWEL DISPENSER '{� AND DISPOSAL FLUSH - MOUNTED TO WALL 3/4" PLYWOOD TOP"AND EDGE ATTACHED F \ N --PROVIDE SANITARY �—ATT TOP W/#10 X 2 :,CREWS 0 6 O.C. - to 2 \ / NAPKIN DISPENSER {O -- COUNTERSINK HEADS. FACE W/ RUSTIC I MEN ;D �, / IN WOMEN'S T.R. - i LAMINATE. 1=1 WAINSCOT _ -' SEE FINISH -- ~ 3� / t ( � � - SCHEDULE I - y�-- - �n `,_ , KEYNOTES 2 X 4 AROUND PERIMETER 0 FLAT BAR a of t° 1 _g' b SUPPORT 4 1 '� ADA ACCESSIBLE WATER CLOSET AND GRAB BARS -- SEE 1/A7. LAVATORY TO CONFORM TC :a C I b r ADAAG 31,32 1 -9� N 1 M �! ' ^� ^' ---- �! - _,�` O ADA ACCESSIBLE URINAL --- SCE 2/A7. Z LAVATORY PIPE INSULATION rJ 1 -3" MN. rn ` - - 2 X 4 0 WAL.. W (2 2-1 2' TYPE "S' -- / \\ U3 COUNTER WITH AGA ACCESSIBLE LAVATORY -- SEE 3/A7, 4/A7. O 0 / ) i ` BUGLE HEAD SCREWS O CH STUD rr^^ SEF PLA .0 �- - - 1/4" X 2" FLATBAR W/(3) 1/4' DIA. X 1--1/2" ( /� C4) RECESSED PAPER TOWEL DISPENSER/RECEPTACLE. 0U V 1'-5. 2'-6" LAG SCREWS TO 2 X 4 AND (4� 1/2" DIA. i WOMEN 7 W MS. THRU WOOD STUD NAIL R —_ '� 118 o Z BASE — 6. O O Z � � � TOILET ROOMS — -- ENLARGED FLAN - r 77 TYPICAL LAVATORY AT �,OUN1 ER 4 TOILET ROOM COUNTER TO LE 0 A 7 3/8" r 1'-010800-04 A / 1"=1'-O" 11455-01 A7 1/4" = 1 ' 3 Z ROOM FINISH SCHEDULE DRAWN By jKB CHECKED err. GML NO. ROOM NAME F LOOR BASE N. WALL E. WALL S. WALL W. WALL CEIL'G. HEIGHT REMARKS _ _ _ RECITE SCHEDULF_ f' 1 101 -_--- ENTRY- C RB 1 _ - 1 - 1 1 —A I7 2/ -_ ACCOUNTING C RB 1 1 1 1 A - 103 OFFICE C T RB- 1 1 1 1 - A r _ -- -~ 104 CONFERENCE _ C _RE 1 1 1 _ A ---� NO. WIDTH HEIGHT SILL HT. DETAILS NOTES 105 LUNCH V RB 1 - 1 1 - A 9'-0 ---- -_ - - - 106 WILL CALL V RI3 1 1 , - _ 1 A 9'- ---- ROOM FINISHES INDEX _ _ JAMS HEAD SILL �',�; � ,, 107 SHIPPING & RECEIVING X --- 1 1 0 -1 U -- _ ____ ____ 1O CASTINGS X - - 1 -0 0 _ 1 G 9 0 F?TKA 1 _cc 6'-6 0'--6'r _ 2 A8 _ A8 A8 ---- - a 109 WAREHOU'S[ X --- 1 — - 0 - 1 _ , -- U --- _- __ --- FLOOR FlNISFI�S R104A -1 7___0w__ 6'-6 _ 0'-6 2 A8 _ 2 A8 2 A8 ^--- 110 LABORATORY V REi 1 _1 1 1 _ A_ 9' 0 ---- r. _ R111A 8'_0 d--0 3'-0 2 A8 2 A8 2 A8 ISSUED DATE 111 - -.A8 OFFIC V RB 1 1 1 1 - A 9'--0 ---- v CARPET — �_ — - - — � - - — — - . _ . .. F' PLYWOOD 11: - SALES C kB - 1 1 1 1 _ A 9'--0 _ y s v►Nrl - -_` BUILDING PERMIT ISSUE: 113 OFFICE C RB 1 1_ 1 - _ 1 A 9'--0 W_ v v.C. / 1 5696 ' 1 1 4 _ SALES - L RB 1 - -- 1 1 A 9' -Q- ---•- x EXPOSED CONCRETE 115 PHYSICAL DIM_. V - RB - 1 1 _ 1 - 1 A 9'- 0 - _ WALL F099*S - _ 116 CORRIDOR — C RIB 1 1 1 ---- A 9'- 0 -_- - 0 UNFINISHED (WOOD OR CONCRETE) -- �- 1 PAINTED GYP. BOARD 1 117 _ _ MEN - S - V8 1 1 _ 1 _ 1 G 8 -6 _ NOTE 1 � — - - - 118 WOMEN _ S _ V6 _ 1 - 1 — 1 1 G _ 86 NATE 1 2 GYP B CONCRETE 119 -- CORRIDOR — _-C RB 1 - 1 _ 1 1 A 9'-0 _ �- _ 4 GYP 13aRo TAPED - -- -=— — 5 PLYWOOD 5 121 --- _--TENANT SPACE X - _- - 0 _ 0 - 4 ±0 -- U _ - _ __ - `- ---- CEHJNO FNlISH PFNDED ACOUST"L TILE - ----- ___ -- -_- - - -- -- -- _ G PAINTED GYP. BOARD - - — - - — - - F PLYWOOD CEftJNG - 'I VINYL VArOR BARRIER -- - - _-- _- _— _ DRAWING TITLE: s x EXPOSED CEILING _ FINISH SCHEDULE IIIAK DETAILS <I NOTES: RB 4' RUBBER BASE - TYP. 1. PLASTIC LAMINATE TO 4' 0" AF F. WITHIN 2'-0' OF ALL FIXTURES vB Ir RUBBER COVE BASE AT � SHEET VINYL Ft.00RNG SZ 13UP96-0266, SI'1'96-0026 14053 5W Milton Ct. JOB NO: 96036 r 10 of 20 iwmwiifn T TF THIS DOCUMFNT T� LFSS LFGIBI.F THAN 'iH1. PJOTAI'10N �__ _-- _UALITY OF No.ae ^ �I �•'!�� �/ IT I. UUR TO THE Q _ - — —_- Y _ _ __ __ THF ORIGINAL DO"1MFNT, - -- --- _. _� __ �__ _ -- _._..-- — s er f�3 z t�L 9 L �z 6 L tiff L GG it i L o�z e�t R i Fuill, �I I II I I I IIIIIIiISI (IIIII (I I I I I Izi 11 I I I I I I I I I I I I I I I�I III I I I 1 11 (I I I I I IIIIIIIIIIIIII19IIIIIIIIQ111111zIIIIIIIIIllII IIII�II1IIIIIiIIIIIIIIIIIII - - - INT. OR EXT. { I 'r DROOF ECK OR FLOOR ") WALL ` - --- - - -- SEE FINISH S,'HEDULE - CORRIDOR SIDE r .�` / BOTTOM OF STRUJURE _ UPPER CABINETS NOTE NutE ti �r--- (2; 8" DEEP STEEL STUD \x I C0 \'`-- 3-1/2""25 GAUGE STi,;D BRACE PROVIDE (1) ADJu STABLE. .0 AT 6'-0 O% .0 --ALTERNATE i _ . SHELF ` �% 00 N ; �� -- _-- SOUND ATTENUATION INSULATION AT CEILING / 0 o r�o T AND WALLS WHERE NOTED ON FLOOR PLANS � � � I � REFRfGERATOP -- B`' ON'�•.Efr � d p� 4000 j \ SUSPENDED CEILING N NOTE 2 NOTE ' � _ _ _ CORRIDOR SIDE � ) � _..____ __.__�, __�___� ` / �'� CONT. 1OP TRACK - LAMINATE Bl+(.KSFLASr 0 0 CL I p �`, `--�,,�--- - METAL CASING BEAD _----_- .�c _ -- LAMINATE FACED CABINETS - a COLORS TO BE SELECTED �--� NOTE 3 I �, L - NOTE 4 / / _~1''�---.3-1/2" 2$ GUAGE METAL STUDS AT 15' O.C. -^ -- / B)' OWNER, PROVIDE (1) f I - -- TY'P. UNLESS NOTED OTHERWISE ON MIN. FIXED SHELF T'�S i GYP. BD. EACH SIDE b i' -- --- FULL EXTENSION DRAWERS L --• �•- --�� r- — �----- __�_ STEEL VVRIDON FRAME VA _1j i ,, r---BASE I r / 6'-0" MAX. 4'- MAX. 0112 EIRE; ' ATTACH BOTTOM TRACK TO FLOOR SLAB WITH ; 0" j — GLAS --- --- --,--- POWDER DRIVEN ANCHORS AT 4' _0" 0 C { N ETES: 1. LATERAL BRACING 0 12'-J" 0 C. EACH WA). MAIN RUNNEL T; STQUCTURE. 6EGIN c�L,�.; i 0.1 � SET TRt,CK IN BEG OF SEALANT. ?'-0 3'-0" 7'-E" + lriELC JERIFYt WITHIN 4'-C" OF FERIMETEF AND 2" FkOM CROSS MEMBEOS 1/2" GLASS STOPS ROOIA SIDE �/� CONCRETE 2 ADDITIONAL HANII-ONG WIRE WITHIN 8" OF PEPIMETER , 3 STA81LIZER BAR BETWEEN ALL MEMEERS 0 PERIMETER 4. TRAPEZE DUCTWORK AND QTHER LARGE OBSTRUCTIONS, C%NTEP S�OPE. 5. CONNECTION DEVICE TO HAVE 100# CAPACITY. - 6 VERTICAL STRUTS .4T 12'-0" O.C. E.W 1 '- �ATE:RA� ERACIN'_ FOP SUSPENDED CEIL_iti� 2�I T"/PIAL INTERIOR RELITE DETAIL 3 TYP,CA'__ INTERIOR PARTITION 4 ABiNETS AT LUNCHROOM -- -- ELEVATION 3,/4 - 1'-0" j91 20- � A8 / 3"-1'—u'• _ ,�,• F, � (,/ 08500-02 (.-\ 3j4"s1 -O" rJ I IJ I �---- LAMINATE FACED i--- LAMINATE FACED _ -- - ' UPPER CABINETS _ -� ' UPPER CABINE"SEl __ I PROVIDE (1) ADJUSTABLE � � - PROVIDE (1) AD,IUS'ABLE SHELF ;HELF v _ _�._�_. : _\- • ! \ / �/ - ROOF STRUCTURE --= - - LAMINATE BACKSPLASH - - ------- LAMINATE BACk SpLoSH I _ ��_ DEFLECTION TRACK I DISHWASHER E;r OIN W �E R I / -------- LAMINATE FACEC CNBINETS _ ,- --- -- — ;�, / � COL:RS Tv BE SELECTED Ei`r -_—_- - �- ----- I - _ _ _t' I ✓ OWNER, PROVIDE ( 1) FIXED i-•� SHELF \ MET 1 STUD WALL *TH INSUL4TION c, U i �✓ FULL HEIGHT 2I / ``. r - - FULL EXTENSION CRAWERE DRCIPCIE KNEE ":PACE PER ADA \ �/ PROVIDE KNEi SPACE PER �' 11 ADA REQUIREMENTS AT _ - - - '''1 REI]utREMENT:, AT SINK COUNTER , 1( I SINM' COUNTER I I —.L ,� .�I z 6'-C' +/- FIELD VERIFY) 2'-0" 3'-0" CLQ I "-G" I ± 1-T C R. ''\ ® `�� U IELC`VE:RIF`r) ( ' W A z Q0 CA,BE T AT L JNCHR00M - - ELEVATION 6 CABINETS AT LABORI ATC-)RY 7 WALL/ROOF CONNECTION o _j _j V) - a 41-Q 3/8.,_1,-0. ;B"sl'-0" A8 Ld 3 W Z I ANO o ` trN ORa ISSUED DATA DESIGN. 4 ,'18/96 BUILDING PERMIT ISSUE: Li C`-7aWING "ITLE: MISC. DETAILS' 4 sL e _ 13UP96-0266, SI"I'96-002G 14058 SW Milton Ct. 1 i of'20 - - , N - - - A o: 9606 - _:, --.- -....,_.....,...,.....,-_.V.dw. .�F3•'CCf.AM1Q�L:�Ir'!7^*na;a�r,., _.. _.._ raarn�: - .__,-... ...f MNM�4!rs.d . TTgiIf)lllllli IlIIlllllIlll I III�IIIII�111 I IIIIIIII11�4p 11T1111I1 1 1�11111I111I111 IIIIIlIIlllll I IIIIIlIIl111111 1�IIT�111�T11 T Tr1�11 i11 1 T IIlIIl111111T11 IIII111' ,11 1 I '"P" `""�° '' II 1 II II II Q II I II II 1 11 j ; IF THIS THAN THIFNTS IS LESS - -1 --�- --- — ----�--- --- 6 S LEGIBLR THAN 'PITS NOTATTON, T T 1 S DUE 'r0 THE QUALT TY OF 'THF ORTGINF.L DOCUMENT', _ ___.-�-.___-- --_ _ __ ,____ _ --_-- _-- ---- __-- -_-- ----- Nose � �-- � T 8� i L1S 9 sG Z 6TL 8 L� !G I Or7 80�I F,111111ILtI11111111 ( 11t 11till I 9 I I >Gr I >r t I�U �8 L I 9 + >r + $ I 1 o�sin� �,J VIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIU�IIII IIli�llll llll IliIt'll ll�llll IIII�IIII IIII1IIIILII ILII I.II ILI ���� ���� ILII ILII 1111 1111ILII ILII ILII ILII ILII ILII ILII ���� ���� ILII ILII Ilil ILII ILII ILII ILII ILII ILII Illl IIIII�II 0 N d STRUCTURAL GENERAL NOTES w CODE CARPENTRY < 2 r,no OREGON STRUCTURAL SPECIALTY CODE, 1995 EDITION 1 ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. UQ� J�� I �L' ALL NAILING TO BE !N ACCORDANCE WITH UNIFORM BUILDING CODE TA6LE 2,.D-0G N n UNLESS NOTED OTHERWISE. _� 3: Z F1 in ALL FRAMING HARDWARE TO 6E SIMPSON STRUNG-TIE BRAND OR EQUIVALENT LOADS SPECIFICALLY APPROVED BY ENGINEER. 0400 4 LUMBER GRADES: _ 1 SNOW LOAD 25 PSF + DRIFT •-GLULAM BEAM, 24F-V8 AT CANTILEVER AND 24F-V4 ATN � _jx SEISMIC ZONE 3 OTHER CONDITIONS, cy C w WIND 80 MPH EXPOSURE B --ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE SOIL BEARING :'500 PSF ALLOWABLE -- SOILS REPORT BY DF#21 OR 9ETTER; DAMES AND MOORE DATED APRIL 12, 1996 --ALL WOOD :N PERMANENT CONTACT WITH I-ONCRETE TO BE PRESSURE (REPORT # 32866-001-016). TREATED FOUNDATION PLw°o0. -ROOF SHEATHING 5/8" APA INDEX 40/26. EXPOcL)RE 1, 1 FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL FREE OF ORGANIC MATTER. -NAIL AS SHOWN ON FRAMING PLANS OR ON ENGINEERED COMPACT FILL 6 DRILL BOLT HOLE'S 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. BOTTOM OF FOOTINGc, TO BE A MINIMUM OF 18" BELOW FINISHED GRADE CONCRETE COLD-FORMED STEELFRAMING ' - , yt I 1. M',NIMUM COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS.. t 2 MAXIMUM SLUMP 3" PLUS OR MINUS 1" ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN W, 3. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH ACCORDANCE WITH MANUFACTURER'S REC OMMLNGATICNS AND IN ACCORDANCE a, Y 4 CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORU,.IJCE WITH WITH THE LATEST EDITION OF SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED UBC SECTION 1?01.1 STEEL aTRUCTURAL MEMBERS 81 THE AMERICAN IRON AND STEEL INSTITUTE_. r 5. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON _ STEEL FOR ALL 14 AND TE, GAGE STUDS AND JOISTS, AND FOR ALL DIAGONAL GRADE MAS BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. TENSION STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI STEEL 6. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, 7. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHAH_ ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 BE BOUNDED BrCCNTROL CR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED PSI STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER. AND AREA DOES NOT EXCEED 400 SQUARE FEET. WHENEVER NOTED ON THE DRAWINGS S ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL REINFORCING JAMBS, CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 40. WELDED FOLLOWING MINIMUM REQUIREMENTS: WIPE FABRIC PER ASTM A185, WIRE PER ASTM A82. FOR NON-BEARING WALLS, PROVIDE BRIDGING AT MID-HEIGHI FOR WALLS 2 UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAN SPLICE. LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'--0" O.C. MAXIMUM FOR IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD WALLS GREATER THAN 10'-0" HIGH. FOR BEARING WALLS, PROVIDE COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. BRIDGING EQUALLY SPACED AT 4'-0" MAXIMUM IN ADDITION, BRIDGING STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH LAPS IN SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN DRAWINGS, SOLID BLOCKING SHALL BE INSTALL`;D IN LIEU OF BRIDGING OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF CROSS WIRES FLUS 2 INCHES. WHERE NOTED ON THE DRAWINGS. 4 STEEL STUD WALLS: 3 PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS STEEL STUD WALLS SHALL BE 18 ";AGE 0 16" O.0 UNLESS NOTED OTHERWISE ON AND INTERSECTIONS OF FOOTINGS AND WALLS REINFORCING BAR SPACINGS GIVEN ARE PIANS. TRACK ANCHOR BOLTS `J'HALL BE 1i'2" DIAMETER PLACED NOT TO EXCEED MAXIMUM ON CENTERS, ALL BARS PER CRSI SPECIFICA711)NS AND HANDBOOK. DOWEL ALL 4'-T O.C. UNLESS NOTED OTHERWISE ANCHOR BOLTS SHALL BE PLACED AT ALL VERTICAL REINFORCING TO FOUNDATION SECURELY TIE ALL BARS IN LOCATION BEFORE JAMBS, CORNER;, INTERSECTIONS AND WALL ENDS. ALL. B0T1OM TRACKS SHALL r PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD HAVE A MINIMUM OF 2 ANCHOR BOLL'S. COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF Ar'I 5 ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE 318 STEEL FrAMING WORK, 4 CLEAR CONCRETE COVERAGES AS FOLLOWS. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH ----------- -3" EXPOSED TO EARTH OR WEATHER GENERAL #6 OR LARGER --------------------- ---2„ #5 OR SMALLER --------------------1 1 /2" i THE CONTRACT STRUCTURAL DRAWINGS AND "PECIFICATIONS REPRESENT THE ALL OTHERS PER LATEST EDITIOK OF ACI 318 FINISHED STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CO�NTRI,CTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT I�f•. BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, METALS ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSF ECTION I ) "�? OF THE ABOVE ITEMS. �G.. 1 MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED OTHERWISE, 2. CONTRACTOR SHALL BE RESPONSIBLE FOP VERIFICATION OF ALL DIMENSIONS WIT'I 2. TUBES TO BE ASTM A500, FY=46 KSI, PIPES ASTM A501, FY=36 KSI. DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH 3. BOLTS TO BE AcTM A307 A/E. �.- 4 WELDING TO BE BY CERTIFIED WELDERS USING E70Xx ELECTRODES IN ACCORDANCE Lli WITH AWS STANCIARD5 3. CONSTRUCTION MATERIAL '.HALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS 5 ALL STEEL TO HAVE SHOP COAT, OR ROOF. LOAD SHALL NOf EXCEED THE DESIGN LIVE LOAD PER ;QUARE FOOT 6. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO LL � FABRICATION 4. WHERt: REFERENCE IS MADE TO VARIOUS TEST ST<NDARDS FOR MATERIALS, SUCH 7. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. S1ANDAPDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM (� 8. BRACING RODS TO BE INSTALLED %IVT, ONE STANDARD TURNBUCKLE PER ROD MAY BE USED. 5 ESTABLISH AND VEP ' ALL OPENINGS AND INSERTS FOR ARCHITECTUF.AL, 9. LATEST AISC AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AI'Sr MECHANICAL, ELECTRICAL AND PLUMBING, WITH APPROPRIATE TRADES, DRAWINGS � I l._i HANDBOOK. AND SUBCONTRACTORS PRIOR TO CON5IFUCTION. _ W ;I 1C. ALL EXPANSION BOLTS SHALL BE "PAWL_ STUCI" ANCHORS OR APPROVED EQUAL WITH � �.... I.0 8.0 RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. 6 OPTIONS ARE FOR CONTRACTCR'S CONVENIENCE. HE SHALL BE RESPCNSIBLE FORLj 11 ALL REFERENCE TO HEADED STUDS SHALL INDICATE AI-1TOMATIC WELDED HEADED ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE 3 STUDS (NELSON OR EQUIVALENT) ALL DETAILS. tal 7 WHERE ANY DISCREPANCIES OCCUF BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER RLQUIREMIENTS SHALL l W �.... GOVERN 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND `>UEMII-TEC FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. c)RAWN Ear SFA/Jh.6 ::HE(:K,Er Ew. HS ISSUED GATE 1 BUILG!NG PERMIT ISSUE: 5/6/06 DRAWING TITLES �c STRUCTURAL NOTES V tSUi'Yb-Utbb, JI I Yb-UULb s 1 a 14058 SW Milton Cf. Joe No. 96036 IF THIS DOCUMENT ISLESS � , lSI IIlIl11IIIlIllJllIeIlIIII1IIIIII! 1II�SIIIIIIISII1�l'11 1 � 1Jill LEGIBLE THAN THIS NOTATION, I1_ 8 1T 1. DUETO THE QUALITY OF 1b111I1S1I 1I_1_I11I1 I 111 I1S1I 1I 1 1 1 1 w N,.sa � � 'TNF oRiGITVr?L DOC,UMF1`I'1'. -- -.__.__ -- _-.._ _ --_-_-_- --- __ _-- ._- --_--- _--- __.___ TT _ T_ _ _. O�E 8IZ 888�� L� 9 Z 1bF,,,, S�G C�L ' 1�L OIZ 8 I BIl< L t 988 19�i �i I T 11G i t lI I (I�1L ��e I L �1AI I �� �I Z I t,I,u„III IIIIIIIII IIIIIIIII IIIIIIIIIiIIIIIIII�IIIIIIIiIIIIIIIIIIIIIIII IIIIIIIII IIII�IIIIIIIIIIIIII IIIIIIIII ILII ILII IIIIIIIII ILII !!I!I!!!i Iii! !n� III !!!! II!il!;II�III► IIIi!li��l!!!! !i!! !!�i�iill iiil IiIilIII1lIIII ILII Int nn IIn nil ILII !i!!I24 ) I � fit• - i '. ,., .r ._.,, ,.. ^. .-.,, ..a.:Ew„x...il nmu,..rJ•..�u. bd,+G_�:Vlu 3�.74� Y � ....A".' , i. .. .a.., ,.: �,r. ,xYJsbNlad .�.t�s. r., 6��� a•r., - �r nti ~d io I 'c G ) (el 0 01 I 133'-0' W Lrl r i 26'-? 1/2' I "6'-; 1/2, s^5'-7 1!2' ^+ o I , c)C1 1 I � - r U4 0 10 fJ N � .NfJ 3Znr; - 0° 0H ' I C, 5; wo. wL � 1 I I I ! ' S8 - �\ 1 aG _ KE �NOTES �6 f I � J -_ � -•- � _ ���.____-- �` 5' CONCRETE =L:aE ON 6- CRUSHED ROCK BASE G ` w, \J 5" CONCRETE CLOSJRE SLAB ON 67 CRUSHED ROCK BASE -- ED] _ I - "1..� - I C. REINFcDRCE WITH #4012" 7.C. t.w. S r" r -•I-' - 1 ' I �.:J TS 6" X 6" X 0.25" STEEL COLUMNS -- TYPICAL JNLESS f I ._-- I IS 1 G I r - s - I I I /-� 'o , NOTED OTHERWISE i /4 CENTERLINE CONCRETE FOOTING AND PANE_ LEG V CENTERUN-- OF CONCRETE WALL AND CENTERLINE OF CCNCR 7E FOOTING 1 i I I ! I I t-- C.J. _ _ SE S6 I I P.J. I I I I 1 1 I I i L, • d P.J. , 'bo 06 6 { I , C.J. ! ---r-_-;-� - — L.— _ L __ _ J I i • I O O v �3 I dam, r P,J. --- > ; 11 e ® i I i ! LEGEND U I I � w c_i I I I I 1 r� C.S.J. CONSTRUCTICN JOINT Q Z 4 I O i I C.J. CGN-ROL JOINT V �--- �.J C.J I P.J. PANEL JOINT 2_ F.C.P. FACE OF PANEL. F.O.S. FACE OF BUILDING � � ff K m w O I j I I I I I CL CENTERLINE \ 2 I �� ` f---t- t-- ------� w 1 CON,RETE F0 TING- Z Sh I `\� � I -�b SEE SCHEGUL� Q V / a. F U.B. - -- - = - =+- _.l- _. _ - ------ + C.J. -- -----T- DR^v.ra BY. u^:Q es6 6 S6 TYP i i I i � j I opo IT 7D F.CZ. . i B c> �� o - �i "1 -I '� FOOTNG SCHEDULE —=SUED CATS 5 L _ C- _ es76,\ �� - p R I �\� 1 1 - _Ull_GIN� EMT I,:SUt: y 1 ��E �A/►Rk WIDTH LENGTH DEPTH-^ REINFpRCIN� 5!6/~x6 S6"� LA L !C" -, -- - t (6) #6 E.W. 1 I TYP. - 1 56 r3 6'-C" 6'-0" 1 - (8) #6 E.W. Q �- 3'-F" 3'-6" t -0' (4) #a E.W. LA- 2'-0" CONr -j- (3) #4 CON-. 41-00 2•-6"( 10' -C 5'-0` 18 0" 17 0" 1'-J _----- 18 0 ..`1___C"" 1)RA\%'!NC% TITLE: FOUNDATION PLAN — "� -"--'--` - FOOTING SCHEDULE NORTH NATI N PAN FO U D C� L 0. SCALE 1/8" M AIVO-ULOb• J I 1`O-UU/0 14058 Ski' Milton 0. 13 of 20 1F THIS DOCUMENT 1S LESS lTTjlllillllll -IIII 11 lilll�l I!Illil I�III I III III 11T1T11 1!11111 lllllI11!11111 1!111 ! 1 1111111 ' I ; ii ' I 1111111 1111111 111{111 1111 1 i1T1T1� 111Pill1 !111111111!1!1 1!II111I111 I 1 LFGTBLF THAN THIS NOTATION I 1 1 II 4 I 5 I 1 C I I Q II 1 I I 1T 1S DUE TO THE QUALITY OF No_ae !+'� "'" fiqj(4,s1 THE ORIGINAL DOCUMFNT• __ _-_- — — — --- — -- E 6TZ 88 I GL 9L z >bZ slv tri TLoze�t[ ei �aYI I 111111 Illt�llII',,,,11,lei -1 ll�lllGl /11111111 llll�llll lli9! III�IIII 11111111111111111II1111 ►IIII11111111111111�IIIIIIIIIIII►111111 III �o� I ! ► IIII !!11111! illl�llll IIII�III ( 11111111111111111 �....:. r f N I.k {!1y� 1�1 3 i. .. ��y� .r. y� d N d .. 1.,. •. ..... ., r-.:: .. Y f�:, - i � ,lY -. �1 V' .. ., • ....j,..k i :. � OkVWN sNMJ� �i 'fib .'. r •. ,,.. .-i .. • .- yy x ... F 89.•x'.. ... _. ,,„,11__.. i u. .fie.��._ w_n. 'M -b r 4 ... -. ..:. ....,.. c_.. .,, .n u.... ._...f.'Lu•.J 1G '�t+l d�:uir�atT;YFF. .Y mt. ,.. '�aRa,•4ffi '.«:. .,+`YtM�{FaAYI. P 1 . ,> .s. . s 'v . -:,. ,. .. 'Y.,.. . 4 :. ., is ., _ ;:. ►s. L • mr ...: ^.. .. �:�. yrs{'G.. 3:.'r-'.?�,' .. •. .r.,4. ., c 1 ° . ' .. ;, .. .► • 'u,. .. 1 1v e'� -n. ,.,'�r. :!.3v ° f- _.33 p" _ , 40-0" _ -------'------7----- 30'-p" -- I 30'-0" � 26'-7 112' 26'-7 1/2' Y 26'-7 1/2' 26'-7 1/2- JL N o (ANG i QoNN F, I N ry 3t],)n NZ0O 1 �a0 t I I 001. % , a o � x w„ I NowIt i I I I n r- � u 1 18.00' S7 T.O IT.O.S. I _ — I 1 I — 1 18.0 T.O.S. I I 5 ; _ 1 18.00' I _ - J __ _— P J. _ 57 T.O.S o 20.50, 18,00' _ ...� T .� — ---- — — — — _- — --- ------- — •------ — — - — — ; � TO.S. III 2 T.0 P. "� -10 r79 2 X 6 UBPURUNS S7 J " S7 0 2'-T O.C. -- q /-05 TYP IMPSON F26-- _ I I! o L ---- — HANGE EACH END_-- _ _ — r` TYP. I I c.� In 4CID I _ S7 --- N KEYNOTES I N �. —. m m 1 1 -- c� 4 P.J _ 1 5/8" PLYWOOD SHEATHING - - NAIL WITH 10d 0 6" 0 PANEL ■ o I O EDGES, 1 O 0 12" O.C. IN PLYWOOD FIELD ' 5 mop �.� Nd d� i "' 0o ``+ X v x r¢, u 1 O 4 X 8 WOOD LEDGER WITH 3/4" DIA. ANCHOR BOLTS 0 32" G.C. \ G M cr b 3J 4 X 12 WOOD LEDGER -- SEE 4/S7 FOR ANCHOR BOLTS 40 10 I c� I 1 0 J7 o0 co I `Q 4O 4' X 8' SKYLIGHT -- ADDITIVE ALTERNATIVE `�10 8 o 0 i 1 l I r I I I i °S + O SIMPSON LSTA36 AT ALL PUPLIN TO BEAM CONNECTIONS - __ TYPICAL UNLESS OTHERWISE NOTED I ® � o °,� II - °,n II - - I -- - - � m J P J. o `✓ �� SIMPSON HSAS'J m LD $00 r4 x - 8 x I "' I ,n 11 17.25' �n it = S7 c4 SIMPSON HCA7- 9 HINGE CONNECTOR N t, T.0 S. N _ 4 I X N N I 6i i! l �J _ - _ _ _ - --o z I I I 4 '`, 16.98, . 16 I O 0 00 P J. T.0.S. T.O.S. — — _ - - - — - - - - -- I LEGEND0 C. 1171 co C 7 I 100.0. TOP OF SHEATHING ELEVATION Q; Z 1 � I �J 7 T.0.S. 0 O n S7 — _. �. __—_ _ �. -- — — I o 100.00 TOP OF PARAPET ELEVATION �-- �/ _ I 2 X 6 SUBPURLINS _ — z J o Si' 1 1 - 0 2'-0" O.C. __ o 0 0 0 57 TYP. SIMPSON F26 ;D M o ----- O `+ - HANGER EACH END -- X `14 X it TYP. 11 I Ld moi, lb vc, iD `O 2 2v `� V 20.50' I I W -o T.C.P. 18.00' � . T 0 S T. �- 6 6 �' I� GENERAL NOTES a » - CID COORDINATE ALL ROOF-SUPPORTED EQUIPMENT WITH CONTRACTOR I I 1 x X5.5" UI-B — 1/2" X I9. G _ 2 1/2" X 19.5- L8 D DRAWN E3, JKB — --- 5--�-- — — � PRIOR TO ORDERING FRAMING MEMBERS. PROVIDE ADDITIONAL — — Jv R - 1400' R = 1400' R = 1400 I "' FRAMING AS REQUIRED. CHECKED w: HS T U.F. 3 6 0 57 �, 57 SIM, i --_ 9 I PROVIDE THE FOLLOWING PURLIN HANGERS' �� IJ�c� . 1 ;--J I, 2 1/2" X 22.5" GLB ... ....... SIMPSON GLT2.6 ► rr I I ' i io to =� I 3 1/8" X 25.5" GLB SIMPSON GLT3 ��R tag �r�' i /6 X 25.5" GLB __ _ 2 � X 19.5"_GLB -_ 2 _Z: " X 1�. GL8 II � � 2 1/2 " X 19.5' GLB ............... SIMPSON GLT2.6 y�� � - _ _ --- 6 R - 1400 — ---~ — R = 1400' — — k - 1400' anraox :� S7 ' 15. 1' 15.83' - \2 I T 0 S' — � .cs 4y 2 -- — f' 1.0.5. T.0.5. N - 4 18.00' — `•- ��`0 �,�3 �`i � lb-112' ET.O.P Tl) 5 ISSUED DATE a T 6 13 18.00' BUILDINi, 7 S7 S7T 0 P PERMIT ISSUE. 5/6/96 cy rn In .-i 0 14.0., -0 c' 6" 12' 0" ?.'-6" 3'-0" 12'-0" 6' (J" -p 14'-U" -0 3'-0" 1')'-0" 6' 0" w — 5' 0' 18'0" 17-0" 21'-0" 18'-0" 21 -0" CD DRAVV U -- --- - -- 33'-0" _ 100'-0" _ — — FRAMING LAN _ FRAMING PLAN u - ------ a 133'-0" u a a _ NORTH H �Rr I ROOF F-R A M I N�� PLAN ca J3 SCALE 1/8" = 1'-0" QI= 7 Q I31-JI"/U-ULbb, �1 I Yb-UU�U V -¢ 4058 SW Milton Ct. JOB NO 96036 14 of 20 Lal M. IF THIS DOCUMENT IS LFSSLEGIII II III III III III I�jI II ! I-II III I I III III 111I r�T 111 II1 III I I�111 III III III III III III I I III III IIIIt 1 1 IIIBLE THAN THIS NOTATION ` �I I I IT 10 DUE TO THF QUALITY OF NO.36 �' THE ORIGINAL. DOCUMENT, — — - - — -- -- s sz sz Lti 9L i z ibz sc c IIsi; oz st I et ct et I11 llllllll1llllllllllsl�llllllzl IIIIIIIII IIIII I ��III IIIIIIIII IIIIIIIII IIIIIIIII ILIIIIIIIIIIIIIIIIT1911 11I11IIIIII111II1IF,II ,IIIIIIIIITIIII�II ��I II IIIIIIIIIIIIII�IIII IlI 6 11lli IIIIIIIIII�IIIIIIIIIIIIIIIIII,.•,IIIIII�IIIIIIIIII � I I �IIIITIIl�IIIIIIIII�IIIIIIII�IIIIII IIIIIIIIII�III II II h f r, �1 a n '- �r I ,-� SIM T� ; , -- g s 6> , I I ' `— _ 9 PANEL KEYNOTES t\ L6 ; ,IM- TO 13 �-- ( S5 TO 14, -- - r T I I �� I SIM. O #5 O 12' O.C. 'vtFT. (� CENTERLINE OF PANEL ,tv N r + -- _ �� _ (3) x6 VERT. E.F. WITH 03 TIES ® 10" O.C. (Ag h r, 6,. T. F P 0 1 x / I ��' -----=�►� _. 8 — _ f 6 ® O.C. VER �ENTERLIN G PANEL cv a w < `-----.. /-- •- -- —� _ _ -- -___--- `, �_ O #6 ® 12' O.C. TYP. VERT. O CENTERLINE OF PANEL �k \ 2 \ ! /� _ 5 (') #5 HORIZ. ® E.F. .ADDITIONAL TO TOP OF OPENING 71 `� �- �, J� j (6 > #4 O 12" O.C. HORIZ. TIE TO CENTERLINE VEkT. BARS 5 V EDGE OF THICKENED PANEL WP`ST ELEVATION - -- E=A�'tiE!- 'THICKNESS 6" 1 L„ DEP RE�1%EALc' ) � �4SCALE 1 /8" _ 1 / - \8_1EDGE OF LAPPED PANEL BEYO' r PANEL GENERAL NOTES 2 1 + SEE DETAIL 6/S5 FOR LOCATION OF PANEL REINFORCING 1 L-1 • SEE ARCHITECTURAL DRAWINGS FOR PANEL OPENINGS AND _ - DIMENSIONS �\ PANEL Ei.Eti'pTI0N5 SHOWN ON THIS SHrET DO NOT SHOW 1 Q "Y iCAL PERIMETER REINFOPCING WHICH IS SHOWN ON DETAIL r SIM TO 13 I _ S!Y. TO �; SIM, TO 9 8i ,5 AND IS IN ADDITION TU REINFORCING SHOWN ON TH:'S SHEFT At 3 1 i 6 �� I « SEE DETAILS ON SHEET S5 FOR ADDED REINFORCING I I IG E G AN EMBEDDED DGED AN LES, PLATES, ETC. THE PANEL REINFORCING SHOWN 014 THE STRUCTURAL DRAWINGS ACCOUNT FOR SERVICE STRESSES WHICH OCCUR COMPLETE-- • I I � AFTER THE BUILDING c I,, THE CONTRACTOR SHALL DESIGN AND PROVIDE ADDITIONAL PANEL REINFORCING AND ----- �` f-4— '- ! - - �- - \�j - — -- — --- - -- - - --- - STRONGBACk S AS REQUIRED FOR LIFTING, ERECTING, AND 17 O'HiER STRESSES WHICH MAY OCCLR BEFORE THE BUILDING IS COMPLETE « SEE SPECIFICATIONS FOR CONCRETE AND REINFORCING STEEL REOUIREIvtENTS AND FOR MINIMUM CONCRETE STRENGTHS AT TIME OF PANEL LIFTING AND AT 28 DAYS 2 SOUTH ELEVATION - - PANEL PH, ICKNESS 6" ( 112" DEEP RE'v'EALS j PANEL LEGEND E D OA(Q �� GRID LINE NUMBER C �1 PANEL NUMBERz z d p I ! 0 I ' K'r NOTE U LAJI0 c,l6 ( h o I � -,M TO 6 �� IM Tr O U Z IT I / i D p 0 ,r _ Z _ J V � 2 cy. -J L.Lj i EAST ELEVATION -- -- PANEL TI—IICKNES` 5 1 %?" "Q.� aY: "e �.HECKEC Bti': HS PANEL THICKNESS 5,,8' -� PANEL THICKNESS ( 2 3 ; ('4 I SSukD DATE 1 BUILDING PERMIT trSUE. 5/6,/96 SIM. TO SIM. TO [6:71 SIM. TO 671 1 - 4 — -- ---- - -- - -- — ANEL E._VA . E A ZINC ' NORTH ELEVATIONCL CL _ ISUNyb-U166, JI 196-UU26 ,�4 SCALE 1/9' = 1'—T 14058 SW Milton Ct. DF , 96036 IF THIS DOCUMFNT IS LF�q 7�1 III 'III III III III 111 I IIII I III III I I III III IJT 11T 11� II1 111 I 1111 1�1 111 III III III III I I III III III I l 111 TI1 111 1 11�I 1jT 111 1 1 111 111 1111111 III III 111 1 1 i TI � 1 ilii � I � i114 � 1 � � 11 � 6 � I � �r ilii � > > bll �b � ill LE(�T BLT, THAN THIS NOTATION, __�„-� _�_�____�-'_..__.___�_y_ �__ �_—_ • _� � L_ IT IS DUF TO THF QUALITY OF - - - No 36 a,=- THE ORIGINAL. DOCUMENT. --- - - - �_ __ _._-- _ _- -- - — _ - UIE 8 L 9t I�G �G I i G OjZ 8�T !! �I�L T 9Ti G ( i����� (IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIII III, IIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIililll IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII nn IIII nIl nll IIII Illllull s i � �i ,;.. ., •,. ' a f, � .... ., .! R - .. ... a.il.,.. '.,,-.'iIwJ1�5•.!. ! .;:..'1.. .. ,� ��-,. iia.,.....� ,I,Ai.ry �,1'.. .,, . e. ... i 'cEA�r. •a.. f yl:. a -'' d `* tt� is '�' t 7" { wl d�.l: ! '-'^,`( y "r�t ,1 ' �S?�'.', P i ,n I a 7 .CONCWALL PANELS T � �.�''�� .GEJ'' . Na.L.. PANE•l. w �� cI N CONNECTION A t�I - 1� Ni a i � Q -------- - -- -----FL 1/2" X 3" X 6 (3) #5 �+ 4" 0.r I y \ u 17 f� w y" 11 L — - -- ----- N Z �' � ,3 x 1 CONNECT NS �- L_ _ 0 --'- �---'�- CONNECTIONS n 0 1 d ,�� •b CONNECTION D fnLk'k o 1 E�LVATI N NOT TO SCALE L VATICAN r10T TO SCA�E CONNECTION B `-- ____L 4" X 2" X 3/8" X 60 LONG — _ EQ EJ EQ 1 RfORQ.. _ INTERI NC. WALL CONIC. WALL PANEL • 11 - — _ - CONNECTION AANEL 1 14i IL �� - -- ------ CONNECTION 8 I /''�� - CONNECTION B t a' CONNECTION C • 1 „ � i • / '_ _- ,---- CONIC. WALL PANEL 3/4" CHAMFER - -� _ ----' (2) 5 e>� 8 O.C. (TfPtCAL) • _ 1/4 - " W BEND UNE i• -'_ CONNECTION B Pltj2" x3" xtz" • • • C - - -- CONC WALL PANEL GRD •- �-- 3/4" DIA. RQUND BAP X 6" LONG CONNECTION '� -- CO.N!NE,,T10N E }-- - --, _ TERIOR -----,,- --- N1ERIOR '�-- ,�-� _ r ; GRIEF �'--- 1/2" CHAMFER - TYP. WELD r.,ONNECTIONS WELD `_ (�NNE11,TI(JNS 3 TYPICAL PANEL �'CNIN I_ TION ^ ` r 7 T � I _ 4 NAIv �.L ONNt IION AT EXTERIOR L,ORNER �._ 3"m Ill-0 03470-20 �J5 3"=1 '-0' 03417,3- , ;�5 1 1/2'31'-0" 03470-22 S J 03470-23 CONC. WALL PANELS _ --"-'-- CONIC. WALL PANEL • - ROOF LINE (WHERE OCCURS) SHEET L REINFORCING - SEE ELEVATIONS I , TENSION TIE CONNEI;TOR Al -- NOTES DO NOT WELD FOR 30 DAYS Lip MIN• AFTER TILTING. ,,t I R • - - TENSION TIE REINFORCII,;,--SEE DETAIL 0 1 1/2" CLR -- --- 7j/S5 FOR CONNECTION AT PANEL EDGE W�- CONNECTIONS 2" 0' #6 OR 1/2" CHAMFER TfP. - I '^ LARGER 3ARS GRID — I 2 _ " T P --- (2) #4 X 4'-0w LONG AT CORNER r OF OPENING--TYP. PANEL. HEAD SE':TION TILT-UP CONIC. WALL PANEL ELEVATION - NOT TO SCAB . I ! I I I ' QGRID 1/2" CLR. II 2' 0 #6 OR - --------- CONC. WALL. PANEL ^�T (�` .� t ' (2) 5 CONT. AT PANEL EDGE--T`►P b ' , N' RiOG I LARGER BARS � EXTERIOR I I I -- -- • � - CONIC. WALL PANEL L Eck tG. ''� SEALANT NTERIQR - --+•4r------- F�Q---�} �•--- 1„ 1/2" CLR. -- ATION I I f ( I 3/4" CLR. -----*.---- ----- l2 0 6 OR I ! �. / I --- 2)#5 AROUND OPENING--EXTTr�u _�" " (( M • - LARG R GARS I I - PA.31 OPENING--TEP. } Z ------- CONC. WALL PANE;. -_T-- _--_ -! I \ I Z i RID C i '� GRID � �,,� I G � C ._ J r----- r' 3/8" RE.,ESS ' - - - - - - - - I� ---- • f `-' I ] ,.�„ CLk. -- `''�- TIES -- SEE ELEVATIONS FLOOR LINE a/ • ► • • ( r 2P, 0 SIE OR SPECIAL REINFORCING - SEE ELEVATIONS \ I tY Z \ --- I CONNECTION B EX ERIOR LARGER, BARS SHEET � 5/16N � � �-- - PL 3,/4" X 6" X T W/(21` 7 GRADE 40) X O � - - />--5/16 1 RETURN TOP ~`� T'- 0 4" O.C. AND (1)3 4" DIA. X 3" N•W.S u- 0 Q 13 '4" --1-- -- 3/4 DIA. ROUND BAR X 6" �ONG PANEL �.�G REINFORCING AND 80,70M AJ 5 16 i,,• PLAN 3/g X T X 8" Z aV) � � K79_ '_� PANEL C(DNNECTION AT INTERIOR CORNER PANEL DETAILS -- TYPICAL. �w7 TYPICAL CHORD TIEr(3---� I �— _ TYPI�A` PANEL REIN W! TENSI�N Tit LJ.� 1 1;7'=1'-U" 03470-28 ]51 1 /2"-1'-G" 03470-74 J 1 ]j2"=1'--0" ��3a70-?5 ��_ ' 1/�'=1'-0" 03470._,F Z •., V "JOIE. SEE 4/S5 FOR SPACING OF STEEL EMBEDS FOP PANEL -- #3 TiES 0 10" O.0 TO PANEL C0�•NEC7I0 ��•wn, sr: 5FAjJKB N '►iECw.lrb a- HS ;# ,. �a &♦ r_ s /�- CONIC WALL PANEL INTERIOR / s- % Q`1/ 3 ��� --- SEE 4/S5 FOP. PANEL �A -� TO P4NEL CONNECTION 7�SHCY. SEALANT -, iSSvE'D DAT(r, $ I EIUILG�NC, PE,ZVIT `_,SUE FXT�RIOR 2 ` P (3) #6 VERTICALS FULL HEIGHT WALL PANEL -- WHERE OCCURS. DRAWING TITLE: RUN HORIZ. RErNF CONT. PANEL DETAILS 1/2" CHAMFER -- 1-tP 4 ' WALL PANEL �c) THICKE vED EDGE L; � �, IfUf'Yb-ULbU, JI I`1U-UULb 14058 SW Milton a 7 16 of'20 - --_-- —� --- _____.__ ____.___.__... ....._____•_.._..._._....____ '�, _____-__.____--_ _ -' toe .... ...�.r..- _... ... _... ..�.,.Y......_ I r r T I I f I I f I I r I i I I I i I t I I I I 1 1 I I nT i T I T 1 1 1 1 1 1 i 1 1 1 1 I l I 1 I I I l I i i I l t l'I 1 1 1 T i 1 1 1 T 1 T T'T 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I I I I � � J F THIS DOCUMENT T G 1,1'.;F T� I f I ( I I I I I ( I J I 1 1 I I I 1�'I 11 � I I � l � i � I I � I I I I I I I I I � 1 1 I 1 � 1 1 1 1 1 I � I I S LFGTBLF THAN THTS NOTATION, I 1 �---I-- 4 I I SI . f �b I 1L I �� IT � 1' THE QUALITY OF � T DUH 0 if�JA THE ORJGJNAL DOGUMFNT. --- -- -- - — -- - -- — — -- - No.ae £ 8Z 8� GG 9L sG ibZ SL L t�r, q 8t tat L�i�� 911 4i 6t 1�i Gi Ti [ Tj �8 L 9 9 f S L im� �s r T �� IIIaIIIIIIIIIIIIIIIIIII1IIIIIIII IIIIIIIn Ilulll I � � nl I Illlnlllllllnl I Illlulll 1�4-� -- STEEL TJfiE COLUMN--SEE FOUNDAT:^N P,AN CONCRETE S;AB--SEE Pt.AN FOR ; i --�--- WALL OR STOREFRONT--SEE PLANS �.\ 64 '" REINFORCINC ! _ \+� PL 1' X 1-T X 1'-0' 4 N go r, 1 " c c C �' W/ (4, 1' DIA. EXPANSION ANCHORS 0 CONCRETE SLAB - SEE PLAN FOR 1 - C:.NCRFTE . .A.---SEE PUNS FOR CL .,TEES COLUMN < AVN REINFORCING AND CONCRETE FC.)T;NC I - 1 L8" WIDE SAW ':UT OR TOOL EF, ,JOIN'- - RF INFvRCING —��_� ( I 0�N SO CHART FOR DEPTH 1 I I - _# _.. L• 0 ct N - TOOLED ED!:E t, 6" 3/4" kADIUS 7 1500 yt 1" MIN TYF.--1 2" MAX. (INCLUDING _ ut Ira; / THRESHOLD) AT DOOR OPENING N, - o 1- STEEL TLBE--SEE FOUNDAT)ON PLAN N FINISH GRADE--SEE FLOOR PLANS FOR 1 t ua0 .. L<xA. e"I E_EVATIONS t/ SLAB THICkNES: I JOINT DEPTH TL : ---- __._-_��__i_ %�- --- STEEL BASE PLATE T �, ;.'_;; SLAG OUT ° ' 4 1 I � I �� i - CONCRETE SLAB 5/8" Duo. SMOOTH BAR x 1' 6" _ 0` l.;' �_ ____ * - SLAB ?EINF RC,E G---8ENG DOWN INTO i - 5 t 1/4" GREASE ONE END #4 TOP AND BOTTOM r------ rte- `� o ®• q FOOTNri--SEE FOUNDATiot, P,,-AN '--,)LAE 2 CCNSTR '_!C-T'C�N J'JiNT TURNDOWN " LAE 4 INTERIOR? �OLUMIN TO FOOTING CONNECTIOr� 03300-02 3 '4"�"_t," 03300-03C �F 3/4"=1'-C" 03300-05 S� 3/4"=1'-0" G'300- '1A u Gp!1) r— GRID F----- -- -- -- CL OF FOOTING AND CL OF WALL PANEL I NOTE: I C' OF WALL TO FINISH GAAOE AT FOOTING _ I MATCH CL OF FOOTING . AFTER WELDING- COAT WITH CONCRETE WALL PANEL TOOLED EDGE I --- Np AFTER WELDING ':OAT WITH �� -�— ASFHALT,C EMULSION (TIPICAL) \ GRID s 1 4 9 I ASPHALTIC EMULSION (T'YP.) I i ---- 4 • 4'-0" O.0 - TYPICAL EXCEPT ' E2'-^" OC WHEN DIFFERENCE IN \\ VATION'BETWEEN TOP OF SLAB i --- CONTINUOUS FOOTING / AND TOP OF GRADE EXCEEDS 2'-0" d ` WALL BEYOND - - GRID CL CONNECTION AT FOOTING r 5 _---. - ENG OF PANEL 4c� I ' �-- CONCRETE SLAB ` I __-•-- TILT-UP CONC. WALL PANEL 'QT EXTERIOR INTERIOR I� - #4 DOWELS AT 12' O.C. W 24 - —' - ' - -- ._ _-. _ _---- _ GRID FINISH GRADE 7 'I I 12' INTERIOR EXTERIOR I ;'� o u L� EDGE OF CONCRETE CLOSURE SLAB-- CL CCNNECT.ON AT FOOTING I - I ( I -._ EXTEND REINF. CONT. INTO CLOSURE SLAB --- ' i CONNECTION E' 1 IIII 1 I---I i ----- C DNNE CTION A - • I • ---^Tr----Trr--, -- T.r . D EACH END • _ ; I CONNECTION D '4 9 `�- I 1, 4 ' o �( - EACH PANEL (TYPICAL) �c, 1/-�4�� j I I=i I= I i=2 - I I _ ----- CONNECTION 0 EACH ENL. )I r • _ EACH PANEL (TYPICAL) FOOTING (SEE FOUNDATION PLAN! 4 - - - - ---- - �- CL CONNECTION AT FOOTING CONNECTION E � N CONCRETE WALL PANEL-- v + cc NG E , I ' CA. CONNECTION E 0 o o ! . ' \ G:JL'T SOUO BELOW, rMCAL. ' ALL EXPOSEC STEEL BELOW GRADE CONCRETE WALL PANEL--GROUT CONNECTION D I SHALL BEDATED WITH ,PHALTIC I • ' SOLID BELOW. T"PICAL I - EMULSION. SHIM UNDER PA ,4E1 AS 1 O �,,,� z CONNECTION E _L__ _ I REQUIRED FOR LEVEL BEJrRING-- �-' —i' 0 0 (�I GROUT SOLID ALONG PANEL LENGTH T 0 CONCRETE FOOTING J FOR FULL SEARING ON FOOTING. ;ONCFET E FOOTING z f ' D VvALL, FOOTiNQ PLAN AT EXTERIOR CORNER WALLJOOTINC_ PI AN ? ! ANtL TO F0, )TINS, C0NNE1.. � ION � CONC . FGOTING AT PERSONNEL DOOR OPENING 2 � __. m 3/4•-1'-0" 03470-01A C' 3/4"�1'-0" 03470- A 354"-1'-0' G347G--':' Lj JV 3/4"=1'-0 03470-08 ',VoVIED) W . z (BRAWN BY- SFA � — --- CL OF WALL FOOT114G AND (L 0� WALL PANCI '— — FINISH GP,.ADE GMECKc� 91' HS O i �----- TOOLED EDGE - -- AFTER 'VVFLD'NG COAT WITH �4�a l N t♦� G 10 I ASPHALTIC EMULSION (TYPICAL) f � , r--- CONTINUOUS FOOTING 9� WALL THICKNESS PLUS -- -- WAIL BEYOND '�`'- ----- ---- -- —+- ----- - --- CL CONNECTION AT FOOTINGR/e�SHly- o ' t >. 9F T',.i-UP CONC. WALL PANEL I S _JE] b.nTc ~� r-- - #4 DOWELS AT 12" O.C. _EXTERIOR -- - INTERIOR _ L�LICPE DO> 'N �`. X i 24 - - --, .!a BJILDItiG pEi���;T ISSUE 5/6/96 TYP`,r�-r �� i -- - - -- - TH'CKENED CONCPETE PANEL EDGE • • _ r ! _ _ —. _ --- CL CONNECTION AT FOOTING L16 D EACH ENCEn ! '- EACH PANEL (TYFICAL) - i � _ - CONNECTION 0 `` - --- CONNECTION E - -- - CONNECTION E l DRAW'140 TITLE'. j • • • FOUNDATION DETAILS COLUMN FOOTING - - WHERE OCCURS / c� � CONCRETE FOOPNI S6 rnN("' , FOOTING AT ('_)VERHEAC) DOOR OPFNiNG 10 T=OOTING PLAN AT THI,_,. KENE[) CONIC . PANEL_ 3 ,4"_ , 1 Su1'90-UL00, �)r I90-UU,40 14058 SW Milton Ct. 03470 -08 (MODIFIED) 3;4"=1'-0" 03470--0 'A (MQDIF E 17 of 20 960J6 0 4h V11- 0 p Nil " r ow mm�1F THIS noCUMFN'r 1F L:-cS � lIr -111 III (II III III I I Ill ijl IjI I I III III I 1111lTIlll I 1 111 T11 TI1 III III III •III II I III III III Ill- I T1 _1 __.) �tT I III 111 )�r,1�I III III III 1'. _ � � � � , 1_.FG T BLF THAN THIS N��'}'A'i TON 4 � l c _�_ IT IS DUF TO THF QUALITY OF No.36 M.c�"" THF ORIGINAL nOCUMF. IT. ---- - -. _._ - - _-- �__ _ � __-- -- ..__-- --- - S 8Z 13Z Lt 9Z Z 16�Z £�1G G tZ O��Z @t f3T Lt 9T 4Ti I ibt I Si I ZT I I t ��g I ��� ►�,it, I I IIIIIIIIIIIIIII�IIIIIIIII�IIII IIII�IIIIIIIIIIIIIIIIIII�illllllllllll IIIIIIIII IIII�IIII IIII ���� IIII ���� IIII IIII IIII IIII IIII ���� IIIIIIIII IIIIIIIII IIII fill IIII IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIII IIII IIII IIIII�II � ����►,������I I �I�I�I 1I� �I G1'"i... . _!!y.SIB.'... .y!y.-15f '�Pr..w l o- ., �F'°-". ..•.:r�.i 3�7.,eRr . �.�__�.. _Yf�,r..! !,. - � 'If. "' i �ry .. y7��r ,.._ : .. :. •,. : -. _ ..A., Y.- ,.,�+e ♦ °� w w�+MFFtifz 1.', ..'. . R,:-� -d .}W i .. ., . r f. ViY.: - ..:. r ....�.»� ...f ..,.,;'n.. 6.. ♦ r.. ..-.:.•..,.M. �,,:..'-. .1 r..'5 r ut.! f. ,..�.. M,tA}1r .. - F I .rr.� n �fiu ..} ry1t.� .0. I...,a ♦ -,� , x!A.,;. .r.^R'1.�'/ .n �P.:', ;Y:..:.r r r5L.... �... ,'.�'B, - �'..�•: ��''.,t 2!'...2�"yr$+'I y,+..,..c ....... R X71 }r v* 5 r .4 ' S.' ,!i w�,.: .. }} .�M'.t:r:fir: QIP"_'r ;o 2'�*'a • 'F .w' s. y •:r. . _ _ .. _ .Q '�.ly. �`�d,..• r•1[ #. .. r—� r ♦ Mme— , , �+ —�- GRID - SIMPSON LS A18 0 4'-0" 0 C JVER T 0 P 4'-0" TO NEXT A.6. OF FIR=M TWO PURLIN LINES FROM WALL � ..-� �____ PIA, A.B. W,/WASHERS 0 GRID ( (---�--- ---�- - I , cv 91.- _ _ _ -SIMPSON LTT19 AT 4'-0' O.C. --- - W �1 GRID , W/ 3/4' GIA. EXPANSK?N BOLT TO WALL-- 1 I - t -� SIMPSON STI 42 a 4'-0 G.C. SUBPURLIN TU SPECIAL INSPEcria., J ° J " � SIMPSON ST2215 ® 8'-0' O.C. PURLIN TO ° '" r TOP PLATE �3VER PLYWOOD (1/2 NAILc TOP PLATE OYER PLY1NOt'�i--BEND STRAP • j I :� -' 'r N - SIMPSON L.TA113 0 4'-0 �.0 1 r, o DOWN FACE OF TOP PATE (1 2 NAILS IN '- iN SUE�PURLIN--1/2 NAILS IN TOP PLATE) � / PURLIN--1/2 NAILS IN TOP PLATE) OVER TOP OF FIRST PURLIN ��j 0►c� ' I FROM WALL L) CONT. PT 4 X PL W 3 `4* DIA. A.B. 0 r " I ( .ONT. PT 4X PL W/3!4" DIA. A.B. 0 j 4'-0" O.C. -- COUNTERSUNK HEADS. c c L I ct d PLATE WIDTH TC MATCH PANEL THICKNESS '=- 4 -0" O.C.--COUNTERSINK HEADS. PLATE , LEDGER BEYOND--SEE PIAN �,�cq N - ; WIDTH TO MATCH PANEL THICKNESS. \ o TT !I • -_ SECTION A PURLIN G � -� �j — TILT-UP CONCRETE WALL PANEL W i --- y TILT-UP CONCRETE WALL PANEL �> I -_ _-___�_ _ �-- SUBPURJN - `6 a 1- L SIMPSON l.TT2C W1 1/2 DIA. EXPANSION ' I � 6OLT--SPECIAL INSPECTION -_ L-----S U B a''J R N l I M \ P1. WOC-0 LE'j'.,FF j / I N_'TES: SUBPURLIN 4HERE PARA6OIT IS LESS THAN g' FROM Sl 13PUkLIN � �' TOP OF CONCRETE. LOCATE STRAP ANL` --- --- HANGER AT PURLIN ' r 3OL! BELOW ROOF — r_GNGRETE WALL_ PANEL , r I > J PURLIN NG S: 'INHERE PARABOLT IS LESS THAN 6" cROM F.T. WOOD LEDGER I TOP OF CONCRETE LOCATE STRAP AND BOLT BELOW ROOF -- HANGER AT PURLIN PURLIN SUBPLR IN '70NNECTiIJN AT ►OP PLATE rURLI'�J CONNECTION A7 TOP PLATE _ SUEPURLIN / WALL I:.;ONNECT1.0N 4 LEDGr BO! T'NO �T PURLIN 1"=t'-0" 061`30-12 06100- tO I �,,� '— PANEL JOINT NPIII ;4 1 I I Q r C.C. i c- =_ _---'I " �4 \ NOTE: � ROOF SYSTEM I .OWS OF 1 'd 0 4 C..,. F R. B -3 I / c ' FROM WALL (TYP AT GLULAM) -�- ROOF SYSTEM B T,F. BEND DOWEL.. INTO CENTERLINE L o _ ._ OF PANEL ' GLULAM SEAM / ----PT 4 X PL W/3/4" D4V A.B. 0 4'-0" O.C. ++ I AT BEAM BEARING AWAY FPOM PANEL 1\ NOTCH AT BEAM HANGERS i �_ __• _= JOINT USE STEEL EMBED PLATE F ( 3/4w x 12" x 1'-8" WITH (6) 3/4" DIA. \` EL�VAT ON x 4 NELSON WELD STUDS ` / L 8" Y 4" X 3;`4" X 1'-611 LONG - I 1 �' /4 TYP. 5 1- --� _t•6___ PL 3/'4!' x 9" x WIDTH OF WALL-- I 1YP. I I PL 7/6, X 6 7/8" X 1,-`» EACN SIDE OF PANEL JOINT 1 GLULAM BEAM - GFID CONCRETE WALL PANEL--REINFORCING ( + I + I I 1 4„ HAIR PIN AROUND STUD x 1 1 2" VERTICAL Q NOT ,HOWN FOR CLARITY -- ��-------- / " / ���-� I , ROOF SYSTEM r SLOTTED DOLE TYP. 1 �4 `�--- i ��--���*- —— GRID i---- GLULAM BEAM--SLOPE SEAT AS REH'G. 1„ PL 3/4" x 6" x 1'-$ EA. SIDE OF I i + + I i OR SHIM TO ASSURE FULL AND FIRM (1} 1/2- D X 4 LONG N.W.S. PANEL JOINT W/ (2) 6 x 2'-!;' A706 _ BEARING 0 BEAM SEAT �-- 0 Ir O.C. EACH EMBI D PLATE-- 1 t/�" BARS UNLESS OT14ERWISE NOTED — BEAM SPLICE WHERE OCCURS (� + LOCATE AT CENTER OF WA'.L a, PL 5j 16" r 8" X GLUTAM DEPTH MINUS 1/2" TYP. r ') ^ 4" -- SIMPSUN HINGE CONNECTOR. '-IAP 1 1 2^� PL 1 4" X 1'-2" X 8" W/(4) ZD Z r- - w/(2) .5/�+" DIAMETER M.B- 1i 4 x..rr - PL 1/� x 8 X B 6 3/ GLB I / / PL 1/2" , 1O' x '10 0 8 3/4" GLB TOP OF BEAM FOR FLUSP TCP )� 3/4" DIA. M.B. (`) O (SLOTTED 1 1 /2" VERT AT TOPS r�P�j-�..y--�� ' ` OF BEAM SURFACE `� + v PL 7;�g` x F 7/8" '� 8" � -� --------•--- P � I I rn \� l 5/1 e' x 8" x GLULAM. DEPTH I 0 U V ,L _r MINDS 1/2" WITH (2) 3;4" OIF M.B. \`\--_... GLJL4M SEAM + + I LTJ NOTE: WHERE BEAM eEMRS -� I __ —� AT LOCATION AWAY FROM PANEL \ / r!P. + I -'`�-- (31 3/4" DIA, x 4" NELSON WELD STUDS I I Ix Z JOINT USE STEEL EMBED PLATE � 16 0 3/4" x V-8" x WIDTH OF WALE GLULAM BEAM - SLOPE SEAT AS REQ D \ -- TYP. Ty P. 1 I I ( 1�. O WITH 3 1 2 DIA. x 4 LONG OR SHIM TO ASSJRE FULL AND FIRM TYP. / I I ( ) 5/ i6 PL71Cx67/8" r 8" 063/4' GLB p N.W.S. 0 O.C. BEARING Ai BEAM SEAT PL 7/8" x 8 1/8 Y 8 0 8 3/4" GLB 1 I � ``�--- STEEL COLUMN Z CONCRETE WALL PANEL--REINcoRCI''' w NOT SH'';WN FOR CLARITY ,� ...r. (.,.I GLULAM BEAM T,, C'�NI� PANtL A-� JOINT 6 BEAD" T�_ , PANEL CONNECTION � GLU �_AM BEAM HINGE CONNECTION r8_"� TYPICAL INTERIOT C��LU�,� � C,aF '7 ?5130-10e1s_/ �/4" = 1'-d' 06180-02 3 1 W Z Q ( 1 DRAWN ®Y: SFA/JKB ROOF SYSTEM CHECKED EY: HS --` "'�� STRAP -- SEE ROOF FRAMING PLANr �.� SIMPSON SA 0 EACH PURLIN /� F' SII I OR SIZE ANG L'�CAT1nN Is PLYWOOD SHEATHING �^ a (�' _S/,ck CSM P1)RLIN 9 �x �HEKP -- :IMPSCN YOB - SEE ELEVATION BELOW FOP LOCATIONS _ ._---__-__. _..___.____t_., ! _ ss�EN nPFRVI IS`_'t.4:. B DIM, GLULAM BEAM j \� 5/E/96 WOOD SUBPURLIN -- TYP. r GLJLAM BEAM �-- SUBPURLIN HANGED' -- TYP. PURLIN SIMPSON VB AT PURI INS EACH SIDE i I OF BEAM -- TYP. I - o iRAWING T TLE: COLUMN '�-- W�"fin PURLIN .— ._.._. � _...._.. FINISH OCR _ n 'R^,.MING DEF AILS ELEVATION — NOT TO SCALE PURL, 114 T� BEAM CONNECTION 0 URFURLIN TO PURLIN CONNECTION 1 3.'4" = 1'—n" Limb-ULbb, JI I`o-jut) n 14058 SW Milton Lt. 06180-'G'7 C � I i�I'=1'-0" QF � ° • 18 of 20 ..,n.5q+y,wn�""' �l'lB? '�Rt!°71, . -.. -,..,_ An?" t"7t..,o..,.,. .:...,,.•r+*+gn.S*"?t,Wamvs• .. .. .. .. ... -.;.r.r .. -^.r,}��!•�Y nr sr ..`4�;'++S�Ir>,.•e1�PV/g11�'M' ^.: ..,s.-rpwr'q."'1`�l'?=, �'WY��!la5°�u.�eWqls _. ._. ... .._ ... _ _ IF THIS DOCUMFNT To LFv� T(TjIITrIIIIII lllllll Illll I I + Illll III�I�jI III {III Ij11T�T I�TIIIT lllllll lllllll lllllll lllllll I III I I III Ijl III 1 IT! 11 T�1 1 1 1111 II1 f I �IIIIIIIIIIIII LFG 1131,E THAN TN T NOTATION I I 1 I I J I 1 4 5 I 6 I g I I J �_ _1__ 1 _ 1_ __ /?I IT I`; DUF TO THF QUALITY OF No.�e V ` 1 THF OR]GJN^.1, DOCUMENT. 0,��--� 1 E �RZ t9�Z I G�jZ 9Z I Z fb�Z ff;Z IZ OZ 8i` BI Gillllllllllllllllll.jillllllt IIIIIIIIfiIIIIIIIIIhIllllllllll tlllllll IIIIIIIII IIIIIIIIIIIIIIIIIIIIILIIIIIIII 19111I1111111111IIII�IIs,JillI 11i11111'IT11NIN, l) I I II IIIIIIIIIIIIII�III�iIIIIIIi�IIII�IIII�III1�11�111�111111III�III111 cc�� IIIIIIIIIIIIIIIIL�III II IIIIII IIIIII II IIIIIIIIII� ,.4, * i' ' '! .r _ „ .. roti. -✓ _ � N • • • w V) I✓ QO0�' N \ ZMM I� �g0o rj \. O Q J X InQ }Wlgi r r 3 RU /' \ 1 PCc 6B JO �V J 1 PCC (� ovs 4 RU 6193 SF s �ti 5 CL V MULCH ?S� Ln 1 PCC -- 12 RSW ivs GENERAL IRRIGATION NOTE n 3 AT �.� ALL LANDSCAPING SHALL BE IRRIGATED WITH AN 1 IN-GROUND, FULLY AUTOMATIC SYSTEM 1 J CD 2 RI \ CJ LANDSCAPE ARCHITECT MAY APPROVE PLANT SUESTITUTIONS DURING CONSTR JCTION DUE /` TO AVAILAB1LTr CHANGE OF SPECIFIED PLANTS APPROVED BY DESIGN REVIEW. ALL -J 1 NDM 5 IBN SUBSTITUTED PLANTS SHALL CONFORM WITH THE SIZE AND GENERAL OUALITI OF THOSE ORIGINALLY SPECIFIED. 1 PJ 6281 SF +/- ALL PLANTING BED SOILS WILL BE AMENDED AS PER THE SPECIFICATION. \ i 6 IBN \ 6 ZSH --,� ,�, A D - 23 TOD 9 EFE JVs ° PT 502 a 5 AT '( 8 IBJ 1 PSF - 5 ADV J'\ 1 1 P.I PT 700 ,� a 15 CL 1 MSR 0 ° — 3 EFE 4 RSW /y 1 PJ \ I LL \ --- 9 IBJ 6 CD -- ° Z z 26 TOD 14 O 0 0 o o \ w \ n 6 C ° b1. 13 CIL. (.)\ " cp 14 LL 0o 4 VD 28 Tri) PLANTING KEY o \ � ^ \ 6 ZSH 17 QUANTITY BOTANICAL NAME COMMON NAME COMMENTS m G LLQ TREES Li 13 CL47 — 3 2 JVS JUNIPERUS VIRGINIANA 'SKYROCKET' SKYROCKET JUNIPER 4-5' B & B W v \ z 6 ZSH I MSR MAGNOLIA STELLATA 'ROYAL STAR' ROYAL STAR MAGNOLIA 3-4' B & 6 1 NSF PINUS SYLVESTRIS 'FASTIGIATA' SENTINEL PINE 4-5' B & B q �-- 3 FCC PrRUS CALLARYANA 'CHANTICLEER' CHANTf"LEER FLOWERING PEAR 1 3/4" CALP. B & B 12 ZSH ZELKOVA SERRATA 'HALKA' HAt_rA ZELKOVA 2" CALP. B & B 30' 0.C. \ v C \ �D � RU SHRUBS ,.. oRAWN t3','. JLJ/KLW —_ CHECKED By. JLJ 5 ADV AZALEA 'DELAWARE VALLEY' 3 GAL. 8 AT AZALEA 'TRADITION' 3 GAL. 12 EFE EUONYMUS FORTUNEI 'EMERALD GAIETY' EMERALD GAIETY EUONYNUS 2 GAL. �a 17 IBJ ILEX CORNUTA 'BERRIES JUBILEE' BERRIES JUBILEE HOLLY 2 GAL. 30" 0.0. 11 IBN ILEX CORNUTA 'BURFORD NANA' DWARF BURFORD HOLLY 2 GAL. t ND NANDINA DOMESTICA HEAVENLY BAMBOO 2 GAL. 2 PJ PIERIS JAPANICA 'VALLEY VALENTINE' VALLEY VALENTINE JAPANESE ANDROMEDA 5 GAL. ( I r 7 l 13 RI RHODODENDRON IMPEDITUM -- 1 GAL. 6 RSW RHODODENDRON 'SCARLET WONDER' -- 2 GAL. �C 9 RU RHODODENDRON 'UNIQUE' 21 —24" 8 & 8 UND,C2 11 VD VIBURNUM DAVIDI DAVIDS VIBURNUM 2 GAL. AN �~ 77 TOD THUJA OCCIDENTALIS 'DEGROOTS SPIRE' DEGROOTS ARBORVITAE 5 GAL. 30" O.C. �'•' � r ISSUED DATE GROUND COVER E DESIGN: 4/11/96 r 20 CD COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 3' 0.C. DESIGN REVIEW: 4/12/ r_I TRI IF � 63 CL COTONEASTER DAMMERI 'LOWFAST LOWFAST COTIONEASTER 1 GAL. 3' 0.C. J NORI H 1 LANDSCAPE PLAN — -- ----- PT 502 PRO-TIME #502 WETLAND RIPARIAN SEED MIXTURE 6#,/1000 S.F. Ll SCALF. 1" = 20'-0` J DRAWING TITLE L, PT 700 PRO-TIME #700 LOW PROFILE EROSION CONTROL 7#/1000 S.F LANDSCAPE PIAN SEED MIXTURE 0 CL HU1196-woo, 151196-I oto 14058 SW Milton Ct. 19 of 20 CSF 2 JOB NO: 96036 IF THIS DOCUMP" T I.-, LFvS JT11 111111 111 I II"I II'1I � �II lrjr"l II 111�11.1 LRG78IE THAN ? 1JS NOTATION, III It 1►�t�t tJI ��I IIII III � III 111 II I III IIII 111 1I�I ISI I��t I�� � ��Thr ��t t1tl0A � 1 L 1 � IT TS DUF TO T11E QUALITY OF >�III SI�I 111111111 Ilt�I III I III�I�I a:a':.,�..'"•' � - ..r^�+•Www..mwww-.,s�4"F�llgl!MI96'+5,'..1!Y ;*;.. ., THF ORIGINAL DOCUMENT. ---- ---- ►1111 EIIII�III8I�IZIIIIlIIIL II --. Z— 1114"11 11 ��I�Z —IIIII8I9lII—III!1,111 IZII1IIi�IZllfl11S1toll1-1-1Tl1l11-l1lQlZl-11l8IIII IjL11 9 _Ill_ TI1III,,I II f71rill _ II111111111,i�„������6����+���_��IB���Ijl�llllILl�l!I III�I 9IIII�IIII 9IIII�IIII iItIII!IiIII tIElli1lllll Z11 11�IIII iIII�Il�I�»�w J ulll t" t< Y 120.000 "2"►+->r„fL • ' 0 ,\ N PELY61LING WIN SPECIFIED TREE 1 3 2'' x 2" x 8' DOUGLAS FIR STAKES, "— (1) ALL GROUND COVER SHALL BE NOTES _ _. / N r PLANTED AT EQUAL TRIANGULAR ` g N n D STAKING PLA ' ATTACH TO TREE WITH TWO STRANDS �/ SPACING PER ON CENTER SPACING 1. PROVIDE ONE PERSON WHO WILL. BE PRESENT AT ALL TIMES DURING Q r 0 r, TWISTED 12 NEW GALV WIRE & NEW AS SPECIFIED ON PLANTING PLAN EXECUTION OF WORK. WHO IS FAMILIAR WITH PLANT MATERIALS AND IS a `� =E .r . 5/8" RU BER HOSE - - _ KNOWLEDGEABLE OF GOOD HORTICULTURAL PRACTICE. U It � 0 J (2) LOCATE GROUND COVER ONE HALF ( 0 — u OF SPECIFIED SPACING DISTANCE N /---� SET CROWN OF ROOTBALL 1" ABOVE '� FROM ANY CURB, SIDEWALK, OR 2. NOTIFY THE LANDSCAPE ARCHITECT, 48 HOURS IN ADVANCE OF PLANTING, o cv , FINISH GRADE FOR SITE INSPECTION OF PLANT MATERIALS. THE LANDSCAPE ARCHITECT 3 I OTHER HARD SURFACE, UNLESS RETAINS THE RIGHT TO REJECT ANY MATERIALS WHICH DO NOT MEET N Z o o - _ OTHERWISE SPECIFIED MINIMUM SIZE REQUIREMENTS, OR WHICH DO NOT APPEAR HEALTHY AND 0 h __ - -- REMOVE BURLAP FROM TOP 1/3 OF x I ROOTBALL AFTER STAKING AREA IMMEDIATELY. UNACCEPTABLE PLANT MATERIALS FROM WORK IN 4 W < / / \ 1- - BARK MULCH - 2" DEPTH 3. ALL PLANTS SHALL. BE HEALTHY, WELL BRANCHED AND ROOTED AND TRUE TO SPECIES AND VARIETY, FREE FROM DISEASE, INSECT PESTS AND / WEEDS. THEY SHALL HAVE GOOD GROWTH HABIT FREE OF PHYSICAL FINISH BARK MULCH CIRCLE SHALL EXTEND / 1 DISFUREMENT, INJURY, ABRASIONS OR SUN SCALDS. PLANTS SHALL EQUAL 6" BEYOND TREE STAKES IN TURF AREAS OR EXCEED MEASUREMENTS IN THE PLANT LIST. 70 77 7-V 11 4. PLANT WILL CONFORM TO CURRENT REQUIREMENTS OF "AMERICAN III=1 III=I STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF �- -III =III= BACKFILL SOIL MIXTURE EQUAL NURSERYMEN. III III II x n — COMPACTED BACKFILL SOIL MIXTURE 5. ALL PLANTS SHALL BE GROWN FOR THIS GENERAL LAT110DE OR SHALL BE ADEQUATELY CLIMATI7_FD. s `V w - STAKES SHALL EXTEND MINIMUM OF "-" THREE FEET INTO UNDISTURBED SOIL 6. PROTECT PLANT; AT ALL TIMES DURING SHIPPING, HA'�UI_NC, ST'.r(AGE AND I -il-�" PLANTING FROM BREAKAGE, DESICCATION, WINDBURN, SUN DAMAGE AND w4IN. 2 x DLA. ROOT HALL NOTE: STAIN TREE STAKES WITH TWO WEATHEREXTREMES. STORE PLANTS IN AN UPRIGHT POSITION AND ALLOW S-,ARIFY SIDES & BOTTOM COATS OF #701 OLYMPIC STAIN SUFFICIENT VENTILATION DO NOT PICK UP CONTAINERIZED OR BALLED PLANTS BY STEMS OR TRUCKS. 1 TYPICAL DECIDUOUS TREE PLANTING DETAIL 2_ TYPICAL GROUND COVER PLANTING DETAIL 7. ALL PLANTS WILL BE WELL FORMED AND POSSESS TOP AND ROOT GROWTH TYPICAL TO THE VARIETY AND IN HEALTHY PROPORTIONS TO EACH OTHER. LL N.T S. 02950-01 �_2 N.T.S. 02950-04 8. CONTAINER GROWN MATERIAL SHALL. HAVE ENOUGH FIBROUS ROOT MASS TO HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. ROOT BOUND MATERIAL IS JNACCEPTABLE. 9. PLANTINC r'ITS AND PLANTING BEDS SHALL BE BACKFILLED WITH ONE-HALF F.XIST;NG SOIL AND ONE-HALF ORGANIC AMENDING MATERIAL APPROPRIATE FOR EACH SPECIES. PLANTING BED SHALT_ BE 6 INCHES MINIMUM IN DEPTH BACKFILL MATERIALS SHALL BE THROUGHLY MIXED. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF AN UNUSUAL CONDITION, WHICH APPEARS DETR;MENTAL TO THE NEW PLANTING, IS 120.000 ' PREVAILING ENCOUNTERED. 4 \ WINDS _------' SPECIFIED TREE 10, PLANT AFTER IRRIGATION IS INSTALLED AND OPERATIONAL. PLANT AFTER PREPARATION OF PLANT BED AND WHEN SOIL CONDITIONS ARE SUITABLE a-- AND IN ACCORDANCE WITH LOCALLY ACCEPTED PRACTICE. PLANTING IS 1 REVI: