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Plans BU P2016 - 00149 TYD CAL V OU \ - \ G - TS & L_ OCAT 0 \ S ACC - SSI B L_ Y CL - ARAN C - S - DOORS SY \/ BOL_ S L_ - G - ND ABBRHV ATO \ S 'E CV 6 &, + AND MIN MINIMUM C I O zrr. mac,r0 U _,t3'-_6' 1, FRONT APPROACHES - SWINGING DOORS LATCH SIDE APPROACHES - SWINGING DOORS DRAWING TITLE D F\A WI N G NAME ID AT MLWK MILLWORK (a L co Ng .E A/c AIR CONDITIONING • MISC MISCELLANEOUS — c� c� SPEAKER/STROBE PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE W 0 0 SCALE A.D. AREA DRAIN MTD MOUNTED a o m Li NOTE: ALL DOORS IN ALCOVES SHALL NOTE: Y= 48" MINIMUM IF A.F.E. ABOVE FINISH FLOOR NEC NECESSARY u-0 III1 }, COMPLY WITH THE CLEARANCES FOR DOOR HAS BOTH A LATCH COLUMN LINE & IDENTIFICATION0 ALUM ALUMINUM N.I.C. NOT IN CONTRACT ALT ALTERNATE NO NUMBER THERMOSTAT _ FRONT APPROACHES. Y=54" MINIMUM AND A CLOSER. APPROX APPROXIMATE NOM NOMINAL (a m cu IF DOOR HAS A CLOSER B BASE N.T.S. NOT TO SCALE1! o LIGHT SWITCH i \ BD BOARD O.A. OVERALL 0 s I REVISION SYMBOL BLDG BUILDING O.C. ON CENTER ' rim ELECTRICAL OUTLET ; z\ \ BLKG BLOCKING O.Q. OUTSIDE DIAMETI R O I ...,_ __ 1 Z DATUM/ELEVATION LINE TAG X' X" START POINT BM BEAM OPNG OPENING -� 'N - - II JB" MIH \ X� 24" MIN - N A.F.F B/W BETWEEN OPT OPTIONAL V 11 2 X = 24" MIN BOT BOTTOM OFFC OFFICE Q} p n TYPICAL ELEVATION OF OUTLETS AT WALL SWITCH LOCATIONS AT RM W/ GLAZED PANELS 1,,," Mfl II �: II B.O. BOTTOM OF, BY OTHERS PL PLATE a_' Ri `N / 19 CL CENTERLINE P LAM PLASTIC LAMINATE ..iiii/ r ROOM NAvE/NUMBER TAGS XXX xxxl SCALE: NOT TO SCALE SCALE: NOT TO SCALE ;:, ROOM NAME ROOM NAME CLNG CEILING PLUMB PLUMBING V 24 PREFERRED I ' 1111111111111 CM CEILING CONSTRUCTION MANAGER PR D PLYW PAIR OOD CPLYW L Q r ELEVAT ON TAGS CMU CONCRETE MASONRY UNIT PROP. PROPERTY Q E ti -� \ \� COL COLUMN P.S.F. PER SQUARE FOOT �, �� 1 CONC CONCRETE P.S.I. PER SQUARE INCH j z � ® CONT CONTINUOUS PTD PAINTED I- o i__,I,_ ISI 4 0 3 CONSTR CONSTRUCTION P.V.C. POLY VINYL CHLORIDEer ..4-1_ C7 SPEAKER/STROBE 'fZ CORR CORRIDOR QT QUARRY TILE , 0 1 * THERMOSTAT CT '� HINGE SIDE APPROACHES - SWINGING DOORS .� 2 DTLT DETAIRTMENT RAD RADIUS `-� 0 QTY. QUANTITY to SECTION, WALL SECTION & DETAIL TAGS D.F. DRINKING FOUNTAIN RECD RECEPTION Z �j [ LIGHT SWITCH PULL SIDE PUSH SIDE Q z ELECTRICAL OUTLET DIA. DIAMETER REF REFRIGERATOR I Wop 7 ci, 1,_Al �'-. X=36" MINIMUM IF Y=60" NOTE; Y= 48' MINIMUM IF DIM DIMENSION REINF REINFORCING* LLIEWaz X=42" MINIMUM IF Y=54" DOOR HAS BOTH A LATCHt--- OISPDISPENSERREVREVISIONca ~1 [ ' 1 �/ ANDA CLOSER. DNDOWNRQDEQUIRED c p ___.. z DR DOOR RESIL. RESILIENT U N I D.S. DOWN SPOUT RM ROOM X I DWG DRAWING R.O. ROUGH OPENING TYPICAL ELEVATION OF OUTLETS ADJ. TO WALL TYPICAL SWITCH LOCATION AT DOORS - I �i ai ` -XXX EA EACH SCHED SCHEDULE A 2 z EL ELEVATION SEC. SECURITY SCALE: NOT TO SCALE O / SCALE: NOT TO SCALE 1 r = \ m ELEC. ELECTRICAL SECT. SECTION X 54"MIN °° DETAIL TAGS, ENLARGED PLAN DETAIL TAG EQ EQUAL SF SQUARE FOOT f t �, \ : l EQUIP EQUIPMENT SHT SHEET ETR EXIST. TO REMAIN SIM SIMILAR Q. D. © © ETR EXT EXISTINGEXTERISPEC SPECIFICATION * , -- Ilir J E FLOOR S.S. SQUARE STEEL all F.D. FLOOR DRAIN STD STANDARD SPEAKER/STROBE OFFSET ` CLEARANCES FOR DOORS IN SERIES SWING DOOR KEYNOTE TAG PARTITION/WALL TYPE TAG FF FACTORY FINISH STL STEEL INTERMEDIATE J CLEARANCES F.E. FIRE EXTINGUISHER STRUCT. STRUCTURAL i I THERMOSTAT ® •® F.H.C. FIRE HOSE CABINET SUSP SUSPENDED V STUD TO SEE SECTION 3304 OF TITLE 24 & 4.13 OF THE A.D.A. ACCESSIBILTY GUIDELINES FOR ADDITIONAL INFORMATION FIN FINISH T.B.D. TO BE DETERMINED 0 E `° I Ill I ALLOW FLR. FLOOR TEL TELEPHONE U PLACEMENT F.D. FACE OF TH THICK CD 07 ELECTRICAL OUTLET 1 A3 " j OF DEVICE DOOR TAG EQUIPMENTTAG FT FOOT THRU THROUGH M �� WAIT QT R CLOS - I/LAVATORY P WRAPPED PANEL TOIL TOILET 111 75 Q) CENTERLINE , GA GAUGE TOP OF Q OF COLUMN GALV GALVANIZED T.O.P. TOP OF PLATE PER ANSI 117.1 - 1986 GB GREEN BOARD T.O.S. TOP OF STEEL O n TYPICAL ELEVATION OF OUTLETS AT COLUMN ) j TYPICAL SWITCH LOCATIOFJA COLUMN FIG. 29(b) FIG. 33(a) FIG. 33(b) GBCI GREEN BUILDING T.O.S. TOP OF SLAB I , FIG. 29(a) WATER CLOSET - SIDE WALL 11G. 29(c} SHOWER - PLAN SHOWER - BACK WALL WINDOW TAG CEILING HEIGHT TAG CERTIFICATION INSTITUTE TYP TYPICAL _ `� 0 SCALE: NOT TO SCALE SCALE: NOT TO SCALE WATER CLOSET BACK WALL 39»_41" WALL HUNG URINAL / 36" MIN / X GYP BD GYPSUM BOARD V.C.B. VINYL COMPOSITION BASE 0 o Q} y `r \ 6 M:X - O GWB GYPSUM WALL BOARD V.C.T. VINYL COMPOSITION TILE .�. [v m v \ HD WD HARD WOOD VERT VERTICAL ( D R A W N G LIST 36" MIN 54" MIN CONTROL HDR HEADER V.l.F. VERIFY IN FIELD sill 07 ��J 14" I o PANEL FINISH TAG . SPECIAL FINISH TAG H.M. HOLLOW METAL VP( VERIFY WO W SHEET N0. ' DRAWING NAME 2" MIN 2" MIN 12° 42' MIN. f - ' \ HORIZ HORIZONTAL W WALL o �+ ( ., �� t4{ HT HEIGHT W/ WITH 1 \ \ Xx FLOOR FINISH Xx `GENERAL NOTES + DIAGRAMS VICINITY MAP J I.D. INTERIOR DIAMETER W.C. WATER CLOSET Q o > G 100 / .. ,4 try _— •r' :;— �� = � v XX BASE 1NSUL INSULATION WD WOOD al 0- m XX WALL FINISH XX INTJT JOINT W/O WITHOUT ':. � o >... '�.. WP WATERPROOFING � Z 4 ./ A 100 SITE PLAN + ROOF PLAN 36 MAX \ 0 1 J . t€ _ o XX CEILING FINISH KIT KITCHEN WT WEIGHT Q[ CSD -4- I r.) _I LAM LAMINATE WWM WELDED WIRE MESH o I I E`# I 'cox 67 y, m LAV LAVATORY US UNDERSIDE 0_ [L 1 E ,Y, ,r, x �, LEED LEADERSHIP IN ENERGY AND UNLESS OTHERWISE NOTED A 101 GROUND FLOOR CON Q U.O.N. CONSTRUCTION PLAN ENVIRONMENTAL DESIGN 7r US GREEN BUILDING � �, ><I€>< oo � USGBC - _ SPECIALTY ITEM TAG LT LIGHT 1 r � COUNCIL I MAS MASONRY (< A 102 (UPPER FLOOR CONSTRUCTION PLAN ,,; XX • MAX MAXIMUM 1; », >,: .. , ,.,. , :,F... „ ., MECH MECHANICAL l TOILET PAPER MIL METAL / 1103 \GROUND FLOOR REFLECTED CEILING PLAN HOLDER FIG. 31 MFR MANIIFAOTIIRFR FIG. 30 (a) FIG. 32 ( WATER CLOSET CLEARANCES LAVATORY CLEARANCES CLEAR FLOOR SPACE AT LAVATORY _- A 104 < UPPER FLOOR REFLECTED CEILING PLAN I 17" MIN G O \/ - R N NIG CODES SPECIAL iN INSPECTION REQUIRED / State of Oregon Structural Specialty Code (> A 105 )GROUND FLOOR POWER/TELA/DATA ,,- ; h DEPTH 17" MI Oregon Structural Specialty Code: 2010 0.5.S.C. (Based on the 2009 I.B.C. ,� 0_ < // ; P Y ) L1�'Co •a and Reinforcing Steel - > A 106 UPPER FLOOR POWER/TELA/DATA ` Ili Oregon Electrical Specialty Code: O.E.S.C. 2011 (Based on the 2011 NEPA 70 N.E.C.) Bolts Installed in Concrete f / , Oregon Plumbing Specialty Code: O.P.S.C. 2011 (Based on the 2009 U.P.0 El Special Moment-Resisting Concrete Frame A 201 <,EXTERIOR ELEVATIONS • I 5'-0" MIN CLR FLR SPACE z z CLEAR Oregon Mechanical Specialty Code: O.M.S.C. 2010 (Based on the 2009 I.M.C) .( z FLOOR ° " < � �� ❑ Reinforcing Steel&Prestressing Steel Tendons � Oregon Fire Code: 0.F.C. 2010 (Based on the 2009 I.F.C. O- cC — > x o g ( f0 (-., o o . N- ,r, SPACE ❑ Structural Welding ny A 202 < INTERIOR ELEVATIONS \ o zLc I Oregon Energy Efficiency Specialty Code O.E.ES.C. 2010 (Based on the 2009 LE.C.C.) c�a ❑ Hugh-Sirenght Batting > A 401 LARGE SCALE INTERIOR ELEVATIONS " ` 19" MAX ❑ Structural Masonry r ' - *.._ \ a, ❑ m Concrete �I U( E A 402 \WOMEN'S/ADA RESTROOMS . . ,. .... 4'-D" MIN ReinforcedGypsu 36" MAXII i CODE REFERENCE: ED Insulating Concrete Fill A 501 < PARTITION CEILING DETAILS 4'-6'' MAX 8" MIN 6" MAX 1City Tigard ❑ Pi�.a s Drilled P e RandtCaiSans Materials � �0 '� [� KNEE CLEARANCE TOE CLEARANCE BUILDING DEPARTMENT: of (( \\ A 601 SCHEDULES ADDRESS: 7070 SW Fir Loop Tigard OR. 97223 ❑ Pilings, `�� 1F- , -- 1 < ❑ Shotcrete 1 II M ® — > 101 'GROUND FLOOR FINISH PLAN TYPICAL D - V/ C - V O J N T NG I FIG1 I T SZONING: CP Professional Commercial 171Special Grading,Excavation and Filling ILI BLDG. CONST. TYPE 5B El Smoke-Control Systems O 1 1102 <\UPPER FLOOR FINISH PLAN BUILDING SIZE: 3,980 s.f. f=irst Floor footprint ❑ Otherir psct;on� r ._T Z > / 3,277 s.f. Second Floor footprint e ' 1103 < GROUND FLOOR FURNITURE PLAN _1,1/4_ 110 7,257 s.f. Total building Area 1 1NU 104 -;UPPER FLOOR FURNITURE PLAN NO. OF LEVELS: Two Story CITY OFTIGARD Z!W { _ REVIEWED FOR CODE COMPLIANCE 501 / MILLWORK DETAILS \ 0 ��— OCCUPANCY GROUP: B occupancy Approved: �I �' �� lo PROJECT TYPE: COMMERCIAL TENANT IMPROVEMENT OTC: I ��'Gt�, t 4 �3\►�S 5 1.0 f STRUCTURAL NOTES & SPECIAL INSTRUCTIONS - _ - m Q PREVIOUS BUSINESS USE: Office -` 1 �¢-- z PROPOSED BUSINESS USE: Office Permit#t .( L)f=''21)(1::› - S 2.0 SHEARWALL PLANS • �• 00 o � F::,_ "I s,��$S: :� 0 \ \ \ \ \ c#s /.0�.444) S 3.0 DETAILS FEC F H C By: a>n-17"4": Date: t'7 Exiting Occupant load: OSSC Table 1004.1 .1 t�E1 EE vccl FIRE STROBE CHIME FIRE ALARM PULL FIRE EXTINGUISHER CABINET (FEC) FIRE HOSE CABINET & VALVE (FHC) SPEAKER/STROBE THERMOSTAT /! . / STATION TO BE FACTORY PAINTED (PB) TO BE FACTORY PAINTED (PB) Ground floor office 3,980 s.f. = 40 Occupants O If .SEMI-GLOSS FINISH SEMI-GLOSS FINISH _ Upper floor office 3,277 s.f. = 33 Occupants OFFICECOPY r ,OREGON � Total 7,257 s.f. = 73 occupants ants OFFICE COPY _ p � FO to REVTSTON0 Fixture Calculation: OSSC Chapter 29 CCNI 00 < -,..., !� _ \ p Office use B occupancy, 100 olf, 7,257 s.f. =73/2=37 occ. per sex >> 2 fixtures req. SW Fir St — DATE: _ I `` �\ \ •\ \ Total 2 fixtures req. = 3 existing plus 1 new fixtures provided • REV: 12/13/16 CO ,,,t„_ 0 Y• REV: 7070 SW FIR LOOP �,mr ELECTRIC OUTLET MOUNTED 6” LIGHT SWITCH TO ALIGN ELECTRIC OUTLET BADGE ACCESS PANEL RECESSED PHONE NICHE ELEVATOR CALL BUTTON ABOVE COUNTER SURFACE W/ DOOR HANDLE MOUNTED 15 A.F.F. REV: SHEET lICI \ TY Loup G100 1MMEMME. x SW 72ND AVE. — — — — — _�' °' N O �t ri ° ci +14'- - w !, .' COM c N U (7*--------- a- 1 Luc Lociri SI 1::(1) 14: 4 // +15" U 1+5:1 8" DIA. 1:92:C � € Iciii)5 n111 i / +2D~ - - -- 9" N :‘;:11 DIA. / }, , 7,-) L IVY 0 fl / / _C -� N 7cpal . r • 14" DIA • I ' xt ," ` \ 16" DIA. i � rn MULTIPLE TRUNKS 1 �� I CD 18" DIAM 16"x16" PAVERS EPEE 1 I 20" DIA. O v �'"""� RRIATION / } Lu 20" 6T " LANDSCAEt PE WALL -■��;::■■I 1MC 11 12• CON' ROL VALVES // `? O 15• CONCRETE PAD - - - - rAIMEE. 16" DIA. �• ,_- -_-_-_-_11- 4u1..UN ~ f LANDSCAPE WALL Q� W �!�, C� QZ iini CLIA _ ++21' - - - __ - .._l ® U N a V E U BUILDING Br cid �, 14" DI— F.F. = 242.5 111 36" OAK •<..7) OAK (9) EXST. SPACES Q - TO BE (10) n/ O RECONFIGURE (8) 9'-0" WIDE 0 H 0 (1) PARKING SPACES INTO (9) 8'-D" -I N tJ7 WIDE PARKING SPACES / - CP 75 Oil o_ <:[ K a (0 A D7 WIll I " 0 L_Li LINE OF UPPER \ i311 I- ROOF •' (I) I ,_ w K = Li_ Q CC 0- IL w a 141/2" OAK 13 1/2" ,-- LINE OF LOWER OAK ROOF i , 8 / - ......_..... lir LP �� LANDSCAPE WALL 1141k -�� (5) EXIST. SPA'ES 14" $tA 16' (� PIE TREE U 3. ILDIN245.5 z OAK 11 0 11 W 04 (4) EXIT. SPACES 0 QW Nitior —r `D cz 0 -4 z EXISTING ADA COPMLIANT v 1 SIDEWALK TO REMAIN 11 II 1I 0 1- CL Z*V . • 1fil NEW STRIPING FOR ACCESSIBLE PARKING AND WALKWAY / RECONFIGURE EXIST. 3 PARKING SPACES INTO 2 ACCESSIBLE SPACES \N--________--2 ' -...1/1K W/ COMMON LOADING AREA. J 7/ (9. EXIST. SPACES0 K NEW ACCESSIBLE PARKING SIGNATE MEETING AD' REQUIREMENTS / Ti BE (8) '1 / / / c... i*Ditilr,..,?,(;; iN E I:t;f4 1042R EE:0: :A::0 c—) /77 DATE: 5/3/16 REV: / REV: SW FIR LOOP REV: SITE PLAN + ROOF PLAN �\ ,)</0 z SCALE: 1/8" = 1'-O" Noir 41 . 0 '' E .(4 e— WE •L C 4 c% EU 0 6 v • 73 ; :=' A 1 CO c13 0 Q) U co M ,_ Ucn W o U E 0_ v r-- CD CD a7 .? Z �3 _ O c.r__________ .._ _ , , 0 zw CL ct wO LLI EnCAD Q Z < rff -- - STAIR / t - In I - Li ` 1103 103 -., ! 123 I TORA / MEETING 0 Vii; 4'-9" I I :` 8'-5" 0 I 112 / I 02). � — 14 122 OFFICE F OFFICE co ct LI 0 8'-5" -- _ 2- " •f- LOUNGE %e 109 8,-5„ / � � 110A i r 9' 6" la e • I \ Gt ._ / 1-71--/ / \ 102 / A�5Y Z N \ � Qc • HALL �Vtt .6� _ �� i .i... ., 9'-1 1/2 q � a T ®//�1.///.�,.6, , �,/A W/:m4m ,7,,,/ ii - Q c � f \ ¢ ORBITERS W/REF. & 7411, \ OFFICE cr � iLl 7-0- � _ _ �� a / O \ LEAVE OPEN FOR`_`_ I 121 f I I �' ( !, SOFFIT ATTACHMENT, f �►.� OFFICE 00 ° SOFFIT BY OTHERS cci II 113 ___k �— II OFFICE 8 -5' l 126 `� AUG 6y j i 11 12 \ EXT'G ELEC. HALL I A501 A501 CONDUIT TO 9'-3" c 5 AO2 / A02 / REMAIN COLUMNS '` r I i i- 0 c{1 C 2 7), D? 127A 041110 \ < \ J 5 A20 � i � �] Q a_ 11= / 1al f ` T r 4�/� `6'e /ZA /4 12 � ® 8 I c_ — — z 115B i t o 1 �/ WATER`. - _� — " / �, \ :� 108 A501 STORAGE �, A501 0 Q O/ / „) v �� LINA \ :i `RITC-HEN 11 _0 \\� / - \ /RELOCATE // �� v v N v //////////////////////////////////////////I///// �� (� / - " N, / # ' f ROOF DRAIN ---- � 1 TO UPPER° j \ } FLOOR 6 —iir " r r a '- I,i X III ii I,,�Hi I I��hI • 3'-2 8-0" 3-2 di,, 2'-2" 3'-1"\\ \ - r� 4.. eii 1, \ % I 114 \ o / } : . :. .a \ 9'-1 1/4" , 1 125 OFFICE // 101 ( / `�� 5 f //, HALL 8 -5 -1 c° CEPTION / ` I `�y�. ` / ®•A j 9'-3" _ . 120 �'-3„ /�,,,,,�/�/4 FLR. DRAIN < 0 ``, OFFICE \ 115 � - N MEETING 1 \ 1 Q7 \ 8'-5" I F a ( D ELECTRICAL 124El l 120 \ t J / l � A402` �� /f STORAGE 8/A202 � � f / i 1.1 CABINETS ( 1D4 105 N I --- W/PRINTER ) WOMEN'S - -t �,� .��I &/LIGHTING / ` J0 /ADA RESR00 \` % 119 11EL Ell l 0 /`�- 108 4 1 i OFFICE 4 N \ / VESTIBULE A4ez / % / A501 2/A202 3/A202 \ (\ J� 104 105 . 3 A501 os_ <, � \ i (11E-10z1) � � 124 � II � � >— R 7 \ 116 EQ. EQ. II ! II _ 501 EXT GI DRINKING �� ;� SII / I ni 100 FOUNTAIN TO r7 _HA-LL '' f - _ ` f ALIGN 117 '� ENTRY BE REMOVED 8 -5 ,L r FRAMING HALL O I� / ,_ y%%ilii .:>iii i, „ ; /lair f., I BUILT-IN POCKET NEW SOFFIT 10 E FOR DROP DOWN 11'-3" \ f �� EXIST. SO II- A50 II �� II 0 SCREEN / �10 TO REMAIN 1 11 fi 118 ull OPEN OFFICE 1 1 106 I I STORAGEI _ J \ / Ot H2O L � �� _ � � � ' �� — EATE' \ — — - STA1R EXST'G HANDRAIL TO REMAIN SEE SHEET S2.0 FOR ADDITIONAL � %;1)4tipe INFORMATION X3474 NEI EE 01 NEW WALL TO THE DECK " ' Jr,OREGON filA NEW WALL TO 6" ABOVE DROP CLG. ' ePf p 0 C". GROUND FLOOR CONSTRUCTION PLAN Z\ I SOFFIT 411 SCALE: 1/4" = 1'-O" No I I EXISTING WALL DATE: /.3/16 E _- = GLAZING W/SOFFIT ABOVE REV: A 12/13/16 REV: HALF HEIGHT WALL W/ GLAZING ABOVE. REV: SWEET NOTE: RESTROOM 105 + JANITOR ROOM 201 TO RECEIVE GREEN BOARD @ WALLS ONLY 4 1 a 1 c E NP E a- ', = V 6 EO FR # ,t- 'ci M • s CO i m d) 0 �1 Q) U W = D C U a) o ._ u) U :•...- : Go ..c 2 fa .i. rm ,....Q cn ADD BLACK OPAQUE VINYL TO INSIDE OF WINDOW PRIOR 202p TO FRAMING l CLOSET -N (I) O O ZW A / \ ( 0_ Y O STAIR Z p 9rc <cz 202 , w c� cn c0 w 215 / 211 I L L 1 OFFICE212 OFFICE ® U N a 2 8 1gl KITCFIE"�' 9'-4" �2A� � OFFICE 9'-4" II 9'-4" r r i 214 ;7 STORAGE 213 I pl J % I OFFICE i l' \ �. i -6" / � \ i 214 � , 217 / LINE OF FLAT ROOF \INSL. ATTIC ABOVE OFFICE � 7.- i1., 9.�A�n7 � � 6 9'-4" / a c,50) 11 A202 204 \\ A5O1 U Z / HALL Q1 INSL. BTWN JOINS BELOW FLAT ROOF it REROUTE V . �c v v v v v - ` / / aii 216 1 i i '= i 208 ti ROOF DRAIN .o�iii�.�.�i,�. iii/�4 "`.7 cciiiiiuiiiiii�A \ V/////4/////////�/\I III q) � E � 207 / p l; ei Q to / 216 j —:> J' 2j-°" j ._ ' OFFICEl . j �� A50 O �- L_ j I 10/A202 OFFICE / 8 -5 _I cNi 137 I 4'-8' I ` f j j 210 Ch ICL. II • Q % M TING >.....- OFFICE \ I- !A[ O R `1. 8 -5 jYPUMN{ 209 ,E lJ A D7 ( I- �, f ] A50 REROUTE PIPE INT WALL } ill 0- 1 12/A202 > % i • .. 1 f 1 I — z _ n 1. /ilial/iii//liiiii/aiial/ iilil/iii/i/�/i/i/�ii/�ii/ % w r ii/ / !i 1 1.0 11 AO r 0-10 ACOUSTIC WALL P4NELS \ L ACOUSTIC WALL PANELS6 205 rn % I / X2031- 8 S" = - ..:. \ / , ,...... _ 4 HALL '3 A401 it \ 206 / 206 > // I5 r , / 1 SERVER ' / \ / 8'-S, N - 0 a / 7 / ROOF ACCESS DOOR / / I j 3'-6 3/8" .i ' .Z. [201 _ 0 "I 2II'JANIITOR —ll 13/A202 _ . -5 % LL E -- --- c�a ,;,e/ ' - 42/A401 lk"00, I (--N (----4 ff, id— LI- 0—) O /"- IN Di OU ALIGN NEW WALL W/EXT'G WALLa IL co oi 0 V1� i__ FG Ill OZ 9 lull A50 (_ 0_ ', - ) EXST'G HANDRAIL TO REMAIN B STAIR II SEE SHEET S2.0 FOR ADDITIONAL ,�° D illb. INFORMATION : #3474 NEI NEW WALL TO THE DECK � '"' f`oiEGON ,.. : r NEW WALL TO DROP GYP. CLG 11? � ' 0UPPER FLOOR CONSTRUCTION PLAN z\ SCALE: i 4" = 1'-0" �� I/i /l/i//i/ff///�+ 54" OR 7' HEIGHT WALL DATE: 5/3/16 I I EXISTING WALL REV: A 12/13/16 = GLAZING W/SOFFIT ABOVE REV: HALF HEIGHT WALL W/ GLAZ NG ABOVE. REV: SHEET NOTE: RESTROOM 105 + JANITOR ROOM 201 TO RECEIVE GREEN BOARD Q WALLS ONLY 4102 N m C E N 07 E L C c\Io~O d U O • d• CO U Li GYP. 9'-Or, CO ` '> CO c 03 .. W as GYP. 9 -3 N s L u).1::11,11,1:,111::: .C o ' g::)(1) 1 GYP. 9'-1 1 /2 " L.. 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CYLINDER — - - \ - 1.... / \ / 7'-0" 1 $ 7'-0" 0 a = r , ,- \ , \ z - \ „ , / — i ,-------71 - ' -- a. a_ IU - . \ / / / / I / ,.- 1 \s/ 1 \ / / / ,.../y / \s„ 4:/ / \ / \ / 4'-4” if f _ / \ I / \ 1 / t / // / -,------ 1 . _ , 6'-2"_ I / I 1 1 / // \ \ , 77,\t.!.t; 10 I / ( 1 / / ,/ , , 1 , / / .----- - 1y C , . --- / _ i . — — \ - / \ / / \ -0" r- J -1 Mg fal .-- • 11113[NIK RF.:'S , lip - COLUMN 1 20 (I 19) — COLUMN 4111110 41100 (1 02) / 4'-O" " 3'-2" 45110 INTEGRATED BASE 177- APPUED BASE I 10'-6" ® HALL 125 NORTH ELEVATION HALL 126 WEST ELEVATION (I) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Z (i) n cf) 0 CABINETRY BY c.. VERIFY GLAZING DIVIDES 0 II II 01 oi COLUMN (DASHED) OTHERS 9 -6939' 3"ALIGN W/CENTER OF ROOM CUSTOM CUT ACOUSTIC —IF ai 0 _1 ' " >_ ,, I.. i 1 0', cEl LI NG PANEL B/0 Q in / 1," _ , / . r./ / \ / 4460,jAP/PALIEDI BAIE B:OT/rH /S/IDEL0S.:: ,//,/ ./.: / /, MURAL \ \ \ / / / \ / \ A / \ / \ VW < >// - \ /\ N z \ I 17'7N /N I / - N / N / (N - 7 I // 1 / */../ tto / /A/ \ , ..s // i THIS NEW/WALL / -,' / 0 11 I[ 0 II r— 1--- \/ / \ r \ ..z / - -.1 / ii , , , , /\ r \ / \ 5 1 I . 110 • WS IT ro al ' 1 ....- N. J I • \/ \ \A:es' - - _ __I \ / 1 I i 1 .1 COLUMN C127D3 - .27-P) 5 I 1 AI di Lk 111\ ICI '4IN \ '140/ 410 %V U1F WV cl_c__)-) cli 50/x-6,, ci i 4) 6 LOUNGE AND KITCHEN FACING NORTH KITCHEN 108 ELEVATION MEETING 115 ELEVATION 4 MEETING 115 WALL COLUMN SCALE: 1/4" = r-0" 41) SCALE: 1/4" = c-0" SCALE: 1/4" = r-0" DROPPED CYLINDER 1, 2*-6" 1, 6'-0" I BID OPTION: NEW DOOR 1 ASSEMBLY TO 94 FFF 9'-3" .!...44(rk...317C:Ist,E.blif:EE:GE071;:re$ 9'-6'' i BY TF.RS 6ip 9'-3" diu 9'-3" ' \ CEILING f I -- 8'-5'' - - - - -8'-5" Ai' \ / 1 8'-5" / 1 ___ , _ _ _ / \ / / \ /// \ / A A / /:- • \ - \ \ // \ // / \ / / \ / \ 1 \ // / NE DOOR TO MAT C1-1 OF a \ \ r 7 - \ / / \ / \ \ \ \ETCHED GLASS N V / \ / \ \ ,XI t/V ADA \ \/ \ / - LOGO B.O. -,,,--- . /\ // \ / \ I - \ X ) /niR 80011 AND / 0 / \ _ , I / \ , / \ / // \ / HA DWARE , DATE: 5/3/1& / \ 9- > r=1 / \ , • . / \ / f/-N, 1 \ 0 / \ 0 / \ - /*F / Rzyz A 12/13/16 / --,, Re/1\/v: ,-- 1A) 115A COLUMN 06) 100 J SHEET i 1 LOUNGE AND RECEPTION FACING NORTH RECEPTION 101 SOUTH ELEVATION ENTRY 100 ELEVATION SCALE: 1/4" = 1'-0" • SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" \,4 2 02 i _._ CD '4E' Ti. 'a1 Tti -09 1 C CD E •,— E gl s') 6 E „.: " S 2 4 c6 8 ci CU .5 g 2 g .% ET_ k c g To. -6 w Lo in ...6 2 -0 — ..c..D.0 g @..) CO m a) * 4 0) CI = .c a) 0 t-- . co o 2 t.... eL v- a) 6' col-: oo .._ ' 2 ›- z x 0_ Ill 0 W 0) Z CS C < Le%) 03 ct v. INIJ E 0 tr) 0 C\I 0_ 0 g (I) q 137 /// r In 71"; Q.) \ ei CI // \ RECESSED PAPER ki , TOWEL DISPENSER ("k - - /7 B/O 0 0 (0 1.3") r , th ia.. . ier Zdz Irk / ,„(// ilix .---, '.7 --.„-- i / U-I zci 2 ir 1 c 3 irp ......m......... / / -4 - / ri r ‘ / \ ‘ . / 1 \ / — 1-- bil F- _ c) -c) (-) t v) . . _E 1 = E L. , ....„ 3 / V . REUSE EXIST. - \ .....\.1 ,.. r TOILET PAPER . o -(=> c) i u) = -,J- . c • ) --- _ \*#: --.4- --z • [. -_,. -...„, \ \ \ \ — — 1. j4 1W c12 FOLDER / 18" / 18" /16 1/2" 16 1/2" / / 4, \ ' L., N ..... 4" 1 I,. kf) MEN'S ROOM 205 \ 0 lir j i-- 0 SCALE 1/2" = 1'-0" NM eREMOVE DROP CEILING n (3 c., w NEW VAULTED CEILING 0 C.-±1 ---I. <1[ ---1 1W) Lli 11 0 11 iY. cz OL i -T ii 0 0 1,Y LA i-- /7/ //..7, /7 /07 • 7 , NEW WALL 0 JANITOR'S CLOSET ki 0 <IE 7/ .4 o "([ 1\ • (S) \ .// • ili 2X6 BLOCKING k...n \ • it , , -4 \ A . • , „,.....„... ..... LINE OF SINGLE STORY CLNG (HATCHED) / .----. \ , NEWGN / \ *.:1-• / RECESSED u-cHA.REE,. \ Lo r-----1 ."4"-----""----- -.....„ / l I 1 FRP TO 48" r . ', 1 I AT FLOOR \ \ 3 LAUNDRY FAUCET \ \ /‘ / ,ciskyD 44, / , 41Q`lq AtIV,,,n 1 I / I-I J \ \ L J 11111 .1011.11.M•I.111111111"11111111 ITTi \-- S COLUMN -0" 6 DATE: /3/16 REV: A 12/13/16 JANITOR'S ROOM 201 Aj STAIR HALL SECTION 411N REv, ITZ, Pr 41111 SCALE: 1/2" = 1'-0" In 41111 SCALE: 1/4" = 11-0" No I REv: / 401 •:CD7: cai : ! : ! ..c: : : 4 l'i; E 8 REMOVE WALLS I / ts 1) ADD NEW WALLS / -// _AIAgit I 33 x 72 1.- cl 0-) • .. ...41 - I ) [HI L"->•<- II T - i Iii III56" 1 vzi _ [=i1 ..----- 17 0• / CIO : (11 / / CD . ' / / e I C.-7-s° ......, .- -., * LL ,.... _,/ I 1"--- (/'/' \ \ \ 2CCE 0 ' CO ' C j 36 x 73 / FLR. DRAIN \ ___ \ \ - •- = 0 107 \o ( -1 , , ,-..,,,,,,,, 107 , I/ a, 0 L- I K, =L=CTRICA_ 5 =L7CTRICA_ ifp'' MIN CLR FLR SPACE I . L.... CL - I \ 7 6 26,, 4 A402 0 I i__ )( •---' < - E ',"-r 1 I D 00 R N-\\ \ ----i--- \ i ....j<CE5C2CE9:''''' *.:.....2_>(Dca; 4; "(c:'.1 cni_1(1)a) 8Z6-c\l'ci l \ = _ \ 0 u jz oce / WOVEVS WON/ -:_-_\ ' S \ ----\----- - 1-0-5 1 - '-) a_ \ / 1 ADA R .----S ROIII\i'.._., -- - \— ADA R-,-±-s-_Re-Q-icr2 1 Lli Ep z ci ... ___ < z 0 108 V-----_ST B , L--_-_ / - -- I N \ \ --- -. ‘ 0 / ' /7"-- 108 _ ...........,, -.(.1 VEST BJLE ...,,- ( 4 , 1 , 4 A402 2 w . fr 11; 0 CNI CL I / \ 1 \---- , ... , 1 I 3 6" ..- } _iLE DOO'R - T-- ---I L _ _ _ _ 1 —I J EXT'G SOFFIT TO REMAIN - - 01.7 ../ LIPIFAIMIFAIV - - RELOCATE EXIST. PAPER TOWEL I I RELOCATE EXIST S-EAR WALL --- ir AI -7/Z, DISPENSER/TRASH F / .--"" 48" / /it\ 0 6 - A 2 tyi 8' - 5" / 9 GROUND FLOOR RESTROOM PLAN 0,11N in CI \\ I RELOCATE ELECTRICAL SUB / SCALE: 1/2" = 1'-0" lei \ 41 PANELS 0 (-5 >--- (1-1) 76 c.4 kri \ ici1C i DA 9 2, 7ii. /, --I - z .....1 \ \ , \ , ! ; 1 _ I , \ - ADD 2X6 BLKG@ 06 , \\\ 60"+18" 0/C FEE TIP. STORAG--_ i -.... lib \ , al F-4.2 \ \ •-•,./ \\/) j, 36" CLEAR / i \ • / — I— 0 / .... ..... ....;_. / _ cD 1 v) / cp L.) CD 1 (1) CD = / ,/1-\T) — 7..4- ,,--, fa. ni lj cC1 f__ -- ____ f.• /INSULATE PIPE - ( iiii ) - in ii LY. W. CZ I ET TOILET PAPER • , TOILET PAPER • a TLE: 0 HOLDER • 16" 16/ / • 18" / 18" / HOLDER CA -1 8 GROUND FL. RESTROOM DEMO PLAN AAP\ WOMEN'S RR S ELEV AIIN WOMEN'S RR N ELEV "I'N WOMEN'S RR W ELEV 416‘ 0 0 "1- -...... Pr i Pr , 6Or j Pr j r-- k..1 E SCALE: 1/2" = 1'-0" .4mi./ SCALE: 1/2" = 1'-0" \I 1 SCALE: 1/2" = 1'-0" ....., (111 SCALE: 1/2" = 1'-0" la, 11 11 , 0 I r- 31/ CS) ff z LU E 0 .D STORAGE CABINETS R.O. E -1 // 13 1/2" / / / i lw- 39"-41" , • / 36" / R.O. FOR \ la's MIN - HOSE CABINET 1,4- 44, n %, -....„ CABINET --- / / ,-----,.. -----,.. co 27"X68" " \ \ -°° 12" — F-8 F-41 il. —F-3.1 cNt —1 10 1Ciktti AR / A -0, I \ 1-, MIN ..,--- ------- • _t g • 47,- 4 ....**, \ --- 1. r 1-4;----- _4- \ • 12"ct • (3' N E 1°47 EE #ivt. 1 SCHLUTER • i ---• 42" MIN T MIN ti. .1.0f4,11- q 0 (--) = j H OSO I 30 . 811 I Up '71- I I L __I X >< < "e NH or .7,_ . .:(>< -,_ , , .....„ - , , IN . 11/ A \ -(8 ,,?,.. . ifF 0 RiCON*.. 0 F OVS . -I, / A (-0 \ / re) = \ .4- :rD) C7) ) \ Ai< INSULATE PIPE : g ______c___},-/ ' ":._.°) r--) cv"" c-jL J \ r.,-.) if m - \\ . 1-....,-":-. ..„ - r--- in \ - -• • • • • • ---• • "--• 1 • • --", r-- • • • • DATE: /3/1(2 11 ; REINSTALL 1 10" / -cr)TOILET PAPER MIN 18" 2'-2" '-4 1/2 ' 4'-0" • REV: Z\ 12/13/16 / / PAPER TOWEL • / / --/ / HOLDER DISPENSER/TRASH REV: 4 ADA RESTROOM S ELEV AliN Or 1 ADA RESTROOM E ELEV AEN Or 4 ADA RESTROOM N ELEV 4111N Pr , ADA RESTROOM W ELEV AgIN Or ,A, \ SCALE: 1/2" = 1'-0" NI. 41111 SCALE: 1/2" = 1'-0" mi., 411 SCALE: 1/2" = c-0" No/ SCALE: 1/2" = 1'-O" i '\6402 i � c a 'co a ALTERNATE COMP. STRUT w- COMPRESSION STRUT C Nc\I E ELECTRICAL METALLIC TUBING E E SSIZE AL STUDS L. MAX. HT. .0 b c co E 8 1IZE (DIA.) L. (MAX 4'.-0" 25 25 GA I L.( } U.S. EXISTING STRUCTURE O i m U • 3/4" 5'-2" 7 8" FLANGES) 4'-O" SEALANT TOP AND BOTTOM TYP. R- �> C° �! c 'c� 1" 25 GA. 3/4" PTD HARDWOOD CAP, c o o .. w � 1 1/4" 6'-6"8'_ " (1-5/8" FLANGES) 8'-0" SEMI-GLOSS CONTINUOUS TOP & BOTTOM 20 GA. STEEL W `n `n w 1 1/2" 9'-10" i - TRACK ±' - D 1 2" 12'-7" LINE OF ROOF FRAMING f ) 1 1 / I I C a m 2 1 2" 16'-6" - AT ALL DAMP INSTALLATIONS: (Z U _ HVAC/PANTRY/TOILET/JANITOR, ETC., I N U `� U' 3, 2q�-2�� .,,,�� ¢ I SOLID BLOCKING AS �o PROVIDE MOISTURE/MOLD RESISTANT GWB � � � z 4" 26—0 COMPRESSION STRUT; '� II NECESSARY. 12'-0" O.C. EA. DIRECTION .C":"-!----'‘. `�. ` � 'c C-0" MAX FROM EACH WALL O 0411 FINISH CEILING. SEE CLNG PLAN AND FiN1SH (� f #12 GALV. WIRE IN THIN WALL - (1) LAYER �" GWB. 40--- - SCHEDULE FOR FURTHER INFORMATION. 4% `� l; 45° MAX. EMT. ATTACH WIRE TO FRAMING - 5-5 8" MTL. STUD _____ .- : or) / cn ABOVE (PROVIDE STAINLESS - (1) LAYER %" GWB. `� - (1) LAYER l" GWB. NOTE SEE ENGINEER SPECS '� v \ t‘ STEEL WIRES IN KITCHEN) PRIOR TO CONSTRUCTION 0- 3-5 j8", 20 GA, GALVANIZED MTL. STUD , 16" O.C. L CL #12 WIRE SUPPORTS (SPLAYED) r / Wj CONTIN. TOP AND BOTTOM TRACK, TYP., Q E 'RI ATTACHED TO FRAM'G ABOVE - - (1) LAYER %" GWB. N. 0)6" - ADD STL. ANGLE BRACING AS NEEDED - (1) LAYER 5 " GWB. FULL HEIGHT > Z ` PROVIDE MIN. CLEAR TO ALL - INSUL. EXIST. RAFTERS +.• �- O '� HORIZONTAL PIPING OR DUCT — 3-5/8", 20 GA., GALVANIZED MTL. STUD , 16" O.C. _ O y., 411Pfr - W/ CONTIN. TOP AND BOTTOM TRACK, TYP., .O Z Lu � WORK WITHOUT BRACING INSULATION TBD ;� 0- W w ce O 2"YP X :::TC: CROSUNNERMAINNNER �— EX AS5810 ZSOW BEAD OR Z SHADOW BEAD OR YWD _ APPROVED SIM, APPROVED SIM, UJ 2 co rt NOTE. SEE U.B.C. -- — i, 6'-0" / STANDARD 47-18 SCHEDULED BASE 5 1/2" MDF APPLIED TO EXIST. ,� {� N a0. �t 3-5 f 8" METAL STUD WALLS ONLY, UNLESS NOTED FOR ADDITIONAL SCHEDULED FIN FLOOR " " MAX.1 st. STRUT \\ 48" �, 48" / 48" / INFORMATION " GWB f INTEGRATED x 5 1 j2 MDF WALL LINE T.O. EXISTING f ON Y, UN ES NOTED WALLS 8" MAX DIAGONAL BRACING (@12'-0"O.C.) ExISTING BEAMS CONC. FLR N j SCHEDULED FIN FLOOR, WHERE SPLAYED #12 WIRES EXISTING BEAM HANGER APPLICABLE st-ini i= 4 DIRECTIONS W/ / T.O. EXISTING SLAB VERT. COMPRESSION ,/\ . A POST (SEE DETAIL Z\ ABOVE) / v �,,,,,,,,;„,% - EXIST. TRUSS JOIST / ±4 7/8" � 4 7/8" ■-7, '\ - COMPRESSION STRUT WALL X ~` PARTIAL HT WALL W/ WOOD CAP GYPSUM STUD WALL TO 6" ABOVE CLG Z N © 12—0 O.C. MAX.(EA.WAY) @StORAGE 3" n 6 6 VERTICAL SUPPORT: #12 WIRE `� SCALE: = 1 -0 '��'UU1��f SCALE 3" = 1'-0" V V © 4-o EA. WAY \\\e//// SCALE 3" = 1'-On MAIN RUNNER @4)0" _ ` fir' N� -11-------- U.S. EXISTING DECK n INTERMEDIATE RUNNER NOTE SEE ENGINEER SPECS QCI @ 4'-0" O.C. _; PRIOR TO CONSTRUCTION O 57 : " :. 4IllIl - 5A" 4"3 NOTE: CROSS RUNNER @ 4-O I ; {1} LAYER GWB. � O 0 1. SUPPORT EACH LIGHT FIXTURE 2. WIRES SHALL BE ATTACHED TO GRID PARTITION WALL (SEE S2.0) IlliPPP- � — 3-5/8"> 20 GA., GALVANIZED MTL. STUD , 16" O.C. cNi Jai INDEPENDANTLY OF CEILING GRID AND STRUCTURE SO THAT THEY CAN / �, W/ CONTIN. TOP AND BOTTOM TRACK, TYP., ca WITH (1) #12 WIRE WITHIN 3" OF SUPPORT 200 LB. (MIN. OR ACTUAL LOAD GLAZING CHANNEL WITH GLAZING BEAD, — INSULATION TBD cil o_ LAYER " GWB. rt O Q EACH CORNER, PROVIDE EARTHQUAKE (WHICHEVER IS GREATER WITH A SAFETY BOTH SIDES. SECURE TO BLOCKING. i — (1) T--- O `�' Q) CLIPS AT ALL FLUORESCENT FIXTURES. FACTOR OF 2. 3/8" , A Kp EXISTING COLUMN TEMPERED GLASS. PROVIDE MAXIMUM 1/8" 9 2 0- 1\A /A GAP AT ADJACENT PANES, WITH CLEAR SEALANT. FINISH CEILING WHERE OCCURS. SEE SCHLUTER �/ NO END CHANNELS UNLESS REQUIRED CLNG PLAN AND FINISHV ' / SCHEDULE FOR FURTHER INFORMATION. Z 44110 LAY IN CEILING BRACING =i% PRICE GLASS WALLS + SOFFIT sq O E 2 1" x 3.4" CLR. AN. ALUM. OR SS. CHANNEL ,,� 0- 0- LU WITH GLAZING BEADS AND SETTING BLOCKS, HT@8'-0" VS 7'-0" N.T.S. (TYPICAL FOR ALL CEILINGS) - SECURE TO FLOOR, MITER AT 90 DEGREE TURNS, WHERE APPLICABLE. CHANNEL SCHEDULED FIN. FLOOR BOTHING SIDES. SECU EITH TOGLAZING BLOCKING. Dr - (1) LAYER %" GWB. FULL HEIGHT / „ " - 3-5/8", 20 GA., GALVANIZED MTL. STUD , 16" O.C. GENERAL NOTES / T.O. EXISTING SLAB 3j8 TEMPERED GLASS {1/2 WHERE RAD.} PROVIDE MAXIMUM 1/8" GAP AT ADJACENT / Wf CONTIN. TOP AND BOTTOM TRACK, TYP,, /\ PANES, WITH CLEAR SEALANT. - INSULATION D 1} ACOUSTICAL CEILING SYSTEM: SUSPENSION SYSTEM TO BE EXPOSED MAXIMUM - (1) LAYER 5/8" GWB. FULL HEIGHT STRENGTH METAL T-BAR, PREFINISHED WHITE AND SHALL COMPLY WITH U.S.O. SECTION 1 10" PARTITION WALL SEE S2.0 3 4" x 1" CLR. AN. ALUM. STANDARDS. INSTALL LATERAL BRACING PER CODE. ACOUSTICAL CEILING / / „ �/1 CHANNEL WITH GLAZING BEADS PANELS TO BE USG AVARATONE PROVIDE ONE OVERRUN PACKAGE EXISTING STRUCTURAL COLUMN ~�, AND SUIING BLOCKS, SECURE 48" P-LAM (I) OF CEILING PANELS AND STORE AS DIRECTED BY TENANT. 1TO FLOOR, MITER AT 90 DEGREE c� ICI TURNS, WHERE APPLICABLE. SCHLUTER 2) PROVIDE DRAFT/FIRE STOPS AS REQUIRED BY CODE. DRAFT STOPS SHALL BE PI SCHEDULED FIN FLOOR SCHEDULED FIN FLOOR, WHERE INSTALLED IN THE CEILING ASSEMBLY SO THAT THE AREA OF THE CONCEALED I n APPLICABLE (— SPACE DOES NOT EXCEED 1000 SQ. FEET AND 50 THAT THE HORIZONTAL �✓ T.O. EXISTING SLAB . T.O. EXISTING SLAB (D IL cc) III lir DIMENSION BETWEEN STOPS DOES NOT EXCEED 60 FEET. DRAFTSTOPPING 11.9 � , ii ,�' 1 0 N Q It II t II MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" PLYWOOD, A -- �- 10 1- - „ ,1 L. VERIFY CHANNEL FINISH 0 SUPPORTED.2PROVIDETIANDBOARD OR INSTALL AS REQUIRED PRBYED MATERIALS ADEQUATELY DRAPERY SOFFIT DETAIL } GLAZING INTERSECTION AT COLUMN — GROUND FL CZ8ORDERINGWITH HITECT PRIOR TO r t4 7/8" II IL. 4110 SCALE: 1-1/2 = 1 -0 1 SCALE: 1-1/2 = 1 -o INTERIOR GLAZING IP—LAM WALL _ 0 \ "` — '` GI SCALE: 3" = 1'-On SCALE: 3" = 1'-On �` U ® 0 \ / \ �l JUL, -1""'~ U.S. EXISTING STRUCTURE II II II ® i. 2 " ONE PIECE '_)u \--- SEALANT TOP AND BOTTOM TYP. 1� AXIOM FOR DRYWALL. U.S. EXISTING DECK HANGER WIRE TO STRUCTURE ~-,., OF OR WH — � NOTE: SEE ENGINEER SPECS I— "~`. — (1) LAYER %" GWB. PRIOR TO CONSTRUCTION - AXTBC nI- - 3-5/8 , 20 GA, GALVANIZED MTL. STUD , 16" 0.C. DRYWALL GRID SYSTEM ---\\ CONTINUOUS TOP & BOTTOM COMPRESSION /. / W/ CONTIN. TOP AND BOTTOM TRACK, TYP., - INSULATION TBD . SYSTEM 20 GA. STEEL TRACK � - (1) LAYER �" GWB. I; 4 - I AT ALL DAMP INSTALLATIONS: ..„=„=„=====,=:„. HVAC PANTRY TOILET JANITOR ETC., USE = = = = 0 = = �1 WATER RESISTANT GYP. BD. - - GLAZING CHANNEL WITH GLAZING Z\ ,-i" GYPSUM BOARD BEAD, BOTH SIDES. SECURE TO _ - - - �"° Y BLOCKING ABOVE AND BELOW FINISH CEILING. SEE CLNG PLAN AND FINISH CURVED SOFFIT EDGE DETAIL �� GLASS PROVIDE MAXIMUM 1/8" GAP AT SCHEDULE FOR FURTHER INFORMATION. 10 _ SCALE: 3,, = 1'-O" r■_ ADJACENT PANES, WITH CLEAR SEALANT. " J��) - (1) LAYER % GWB. FULL HEIGHT � ' ' -.V / GWB CLG. SYSTEMS & HTS VARY, SEE RCP's rii;.,...---- .... . ,� 1 2" VELCRO ATTACHED - 3-5/8", 20 GA., GALVANIZED MTL. STUD , 16" O.C. INSUL. TBDACOUSTICALWALLCOVERING BYW/ CONTIN. TOPAND BOTTOMTRACK, TYP., #34/42X6 MIN. @EVERYFRY REGLET DRMZ-50-25 OR TRIM TEX A55810 APPROVED EQUAL ' EE icri OTHERS 411110.' - INSULATION OR SIM. TO FILL STUD CAVITY N :� " — 1 LAYER 5/" GWB. FULL HEIGHT ,, i , OTHER RAFTER 1/2 Z-REVEAL !` O ACOUSTICAL PANEL + ,>� �•n BY OTHERS SOLID BLOCKING AS REQ'D TRIM-TEX A558id Z SHADOW BEAD INSIDE CORNER BEAD, TAPE & SPACKLE SMOOTH -I _ ANCHOR AS REQ'D 5 1/2" MDF APPLIED TO EXIST. 0 0 0 o / APPLIED BASE, NOT INTEGRATED WALLS ONLY, UNLESS NOTED / f BASE. THIS NEW WALL ONLY 0 , .„...-- INTEGRATED� - l i f 16" x 5 1/2" MDF w BASE. NEW WALLS [-> ONLY, UNLESS NOTED N SCHEDULED FIN FLOOR WHERE DA'I'S: 5/3/1 000.11.111.11°t� J /\/ "1 SCHEDULED FIN FLOOR 1le APPLICABLE may, i2/13/16 T.O. EXISTING SLAB 3'-0" / _ REV: " GWB NOTE: SEE ENGINEER SPECS \ REV: A / v —, �- ±4 7/8" ±4 7/8" / A„, --.,� �' v v V - SHEET , 9 StAIR HALL VAULT GYP BD CEILING TYP. 4 PARTIAL HEIGI—rT GLAZING GYPSUM STUD WALK TO DECK OR HIP VAULT ) n , n 3" , n 4501 SCALE: 1 1/2 = 1 —0 SCALE: = 1 —0 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" ---.. ..,�.. .,^... ..� 1��//// INTERIOR DOOR SCHEDULE FFE SHEDULEa� - E ._ "' r E ccvrn 6 E FRAME TAG ITEM PROVIDED INSTALLED MANU MODEL WIDTH DEPTH HEIGHT COLOR NOTES °t c 4 o E U DOOR NO. ROOM NAME TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FRAME FINISH HW SET LOCK REMARKS Co f M 8 U APPLIANCES CU -- 1 2 L GROUND FLOOR > A-1 WATER DISPENSER BY OWNER BY OWNER WATER LOGIC 17" 17 3/4" 18 3/4" 1/4"WATERLINE REQUIRED,CO2 TANK CONNECTION BY OWNER a- -/ El o a 1A STAIR A EXT'G 3'-0" 6-8" EXTG EXT'G PAINT EXT'G PT KEYED NEW HARDWARE A-2.1 DISHWASHER BY OWNER BY OWNER ASKO D5426XLS 23 15/16" 22 7/8" 32 5/16" SS Z3 . 100 ENTRY D 3'-6" 7'-11" 1/241 GLASS FF - - KEYED A-2.2 DISHWASHER BY OWNER BY OWNER ASKO D5426XLS 24 15/16" 23 7/8" 33 5/16tt SS CS m a) 102 HALL EXT'G 3`-0" 6'-8" 1 3/4" EXT'G WD PT EXT'G WD PT PASSAGE NEW HARDWARE A-3.1 MICROWAVE BY OWNER BY OWNER _ _ Q} 0 co _ L 103 STORAGE EXT'G 2'-6" 6'-8" 1 3/8" EXT'G WD PT EXT'G WD PT PASSAGE NEW HARDWARE A-3.2 MICROWAVE BY OWNER BY OWNER __ _ BID OPTION 240V = >>M ,c 104 WOMEN'S A 2'-6" 6"-8" 1-3/4" WD HM BLACK SC103 PASSAGE REINSTALL EXIST. CLOSER A-4.1 REFRIGERATOR BY OWNER BY OWNER _WHIRLPOOL WRB322DMB 32 5/8" 28 1/4" 70" SS NO ICE U Cl) 105 ADA RESTROOM A 3'-0" 6'-8" 1-3/4" WD HM BLACK SC103 PRIVACY REINSTALL EXIST. CLOSER A-4.2 REFRIGERATOR BY OWNER BY OWNER BOSH BIICBSOSSS 231/2" 23 7/8" 78 7/8" SS WITH ICE +� << .- CO• colE A-4.3 REFRIGERATOR BY OWNER BY OWNER _ _ TBD ' a2 106 STORAGE A 3'-0" 6'-8" 13/4" EXT'G PT-3 HM PRIMER EG PASSAGE - o L A-4.4 REFRIGERATOR BY OWNER BY OWNER MARVEL MA24BCG1RS 23 3/4" 211/2" 311/2" SS NO ICE Q 107 ELECTRICAL A 3'-0" 6'-8" 13/4" EXT'G PT-3 HM PRIMER EG PASSAGE Q E N A-4.5 REFRIGERATOR BY OWNER BY OWNER MARVEL MA24BCG1LS 23 3/4" 211/2" 311/2" SS NO ICE '' 0) ti 110A STORAGE E 2'-3 1/2" 7'-O" 1-3/8" WD PT-3 - - DUMMY z - A-5.1 COFFEE MAKER BY OWNER BY OWNER KRUPS >_ 110B STORAGE E 2'-3 1/2" 7'-0" 1-3/8" WD PT-3 - - DUMMY } o cn A -5.2 COFFEE MAKER BY OWNER BY OWNER _ - o z . 111 OFFICE B 3'-0" 7"-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 KEYED .J a Y o LL FIXTURES p) z o 112 OFFICE D 3'-0" 8'-O" 1/2" GLASS FF - KEYED F-1.1 KITCHEN SINK BY CONTRACTOR BY CONTRACTOR ELKAY ELUHAD191655PD 19" 16" 5 3/8" LUSTERTONE c < z ing 113 OFFICE B 3'-0" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 KEYED F-1.2 KITCHEN SINK BY CONTRACTOR BY CONTRACTOR ELKAY ELUHAD191655PD 19" 16" 5 3/8 LUSTERTONE W co Et Lo o ,� KEYEDU Na. 114 OFFICE D 3-0 8-0 1/2" GLASS FF - - F-1.3 KITCHEN SINK BY CONTRACTOR BY CONTRACTOR ELKAY ELUHAD161655PD 16" 16 5 3/8 LUSTERTONE 115A MEETING D 3'-0" 8'-O" . 1/2" GLASS FE - - PASSAGE F-2.1 KITCHEN FAUCET BY CONTRACTOR BY CONTRACTOR DELTA 9959T-AR-DST 8 1/2" 4 3/8" 131/2" ARCTIC SS INSTALL W/O OBLONG ESCHUTCHEON 115E MEETING D 3'-0" 8'-O" 1/2" GLASS FF - - PASSAGE F-2.2 KITCHEN FAUCET BY CONTRACTOR _ BY CONTRACTOR DELTA 9959T-DST 9 1/2" 5 3/8" 14 1/2" PC INSTALL W/O OBLONG ESCHUTCHEON 119 OFFICE B 3'-O" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-2.3 KITCHEN FAUCET BY CONTRACTOR BY CONTRACTOR DELTA 9959T-AR-DST 10 1/2" 6 3/8" 151/2" ARCTIC SS INSTALL W/O OBLONG ESCHUTCHEON 120 OFFICE B 3'-0" 7'-O" 1-3/4" WD/GLASS _TBD HM BLACK SC103 PASSAGE F-3.1 LAVATORY BY CONTRACTOR BY CONTRACTOR AMER.STAND. MEZZO 19" 15" 6 7/8" WHITE 121 OFFICE B 3'-O" 7'-O" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-3.2 LAVATORY BY CONTRACTOR BY CONTRACTOR AMER.STAND. OVALYN 17" 14" 5 1/2" WHITE 122 OFFICE B 3'-0" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-3.3 LAVATORY BY CONTRACTOR BY CONTRACTOR AMER.STAND. OVALYN 17" 14" 51/2" WHITE PASSAGE F-4.1 LAVATORY FAUCET BY CONTRACTOR BY CONTRACTOR TOTO TEL111 PC OR APPROVED SIM. Z 123 MEETING D 3'-0" 8'-0" 1/2" GLASS FF - - F-4.2 LAVATORY FAUCET BY CONTRACTOR BY CONTRACTOR TOTO TEL111 PC OR APPROVED SIM. _0 o KEYED 124 STORAGE A 3'-0" 7'-0" 1-3/4" WD PT-3 HM PRIMER EG q F-4.3 LAVATORY FAUCET BY CONTRACTOR BY CONTRACTOR TOTO TEL111 PC OR APPROVED SIM. Up 127A STORAGE E 1'-10" 7'-0" 1-3/8" WD PT-3 HM PRIMER EG DUMMY F-5.1 TOILET BY CONTRACTOR BY CONTRACTOR WHITE SUBMIT SPECIFICATION FOR APPROVAL 76Q 1278 STORAGE E 1'-10" 7'-0" 1-3/8" WD PT-3 HM PRIMER EG DUMMY F-5.2 TOILET BY CONTRACTOR BY CONTRACTOR WHITE SUBMIT SPECIFICATION FOR APPROVAL p UPPER FLOOR F-5.3 TOILET BY CONTRACTOR BY CONTRACTOR WHITE SUBMIT SPECIFICATION FOR APPROVAL 2A STAIR A EXT'G 3'-0" 6-8" 13/4" EXT'G WD PT-3 EXT'G WD PT-3 PASSAGE NEW HARDWARE F-5.4 TOILET BY CONTRACTOR BY CONTRACTOR WHITE SUBMIT SPECIFICATION FOR APPROVAL O 201 JANITOR Cl 3'-0" 7'-0" 1-3/4" WD TBD HM BLACK SC103 KEYED W/TRANSOM ABOVE F-6.1 URINAL BY CONTRACTOR BY CONTRACTOR WHITE SUBMIT SPECIFICATION FOR APPROVAL >- 202 CLOSET EXT'G 2'-6" 6'-8" 1-3/8" WD PT-3 EXT'G WD PT-3 PASSAGE NEW HARDWARE F-6.2 URINAL BY CONTRACTOR BY CONTRACTOR WHITE SUBMIT SPECIFICATION FOR APPROVALO� O 9 205 MEN'S C 3'-0" 7'-0" 1-3/4" WD/MILK GLASS TBD HM BLACK SC103 PASSAGE W/TRANSOM ABOVE,CLOSER F-7.1 RECESSED SS CABINET BY OWNER BY CONTRACTOR AMER.SPECIAL. 551 15" 51/4" 28" SS1 137 O i 1a-1 z ,,�, iL 206 SERVER B 3'-O" 7'-O" 1-3/4" WD/GLASS TBD HM BLACK SC103 KEYED F-7.2 RECESSED SS CABINET BY OWNER BY CONTRACTOR AMER.SPECIAL. 551 15" 61/4" 28" SS 0 "2111Z - 207 OOFFICE B 3'-0" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-8 HOSE BY CONTRACTOR BY CONTRACTOR ACORN 8104 101/2 3 3/4 101/2 - SS OR APPROVED SIM. 0 0 F-9 FLOOR SINK BY CONTRACTOR BY CONTRACTOR SWAN 42"WIDE 42" 34" WHITE OR APPROVED SIM. 0_ R. tL w 208 MEETING D 3'-0" 8'-5" 1/2" GLASS FF - - PASSAGE F-10 LAUNDRY TUB FAUCET BY CONTRACTOR BY CONTRACTOR SUBMIT SPECIFICATION FOR APPROVAL 211 OFFICE B 3'-0" 7'-O" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-11 FLOOR SINK FAUCET BY CONTRACTOR BY CONTRACTOR SUBMIT SPECIFICATION FOR APPROVAL 212 OFFICE B 3'-0" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-12 GRAB BARS BY CONTRACTOR BY CONTRACTOR SS SUBMIT SPECIFICATION FOR APPROVAL 213 OFFICE B 3'-O" 7'-O" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-13 TOILET PARTITIONS BY OWNER BY CONTRACTOR P-LAM CONTRACTOR TO PROVIDE 2X6 BLOCKING 0/C@18"+60"FFF 214 STORAGE A 3'-O" 7'-0" 1-3/4" WD TBD HM BLACK SC103 KEYED F-14 LAUNDRY TUB BY CONTRACTOR BY CONTRACTOR MUSTEE 19F 24" 20" 34" WHITE 215 OFFICE B 3'-0" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC103 PASSAGE F-15 INSTANT HOT BY CONTRACTOR BY CONTRACTOR INSINKERATOR F-HC3300 3 5/8" 51/4" 91/4" PC WITH FILTER 216 , OFFICE B 3'-0" 7'-0" 1-3/4" WD/GLASS TBD HM BLACK SC104 PASSAGE F-16,1 GARBAGE DISPOSAL BY CONTRACTOR BY CONTRACTOR INSINKERATOR SUBMIT SPECIFICATION FOR APPROVAL F-16.2 GARBAGE DISPOSAL BY CONTRACTOR BY CONTRACTOR INSINKERATOR SUBMIT SPECIFICATION FOR APPROVAL FINISH SHEDULE F-17 H2O HEATER BY CONTRACTOR BY CONTRACTOR ' SUBMIT SPECIFICATION FOR APPROVAL TAG ITEM SPECIFICATION F-18 TOWEL DISPENSOR BY OWNER BY CONTRACTOR _ASI 452 14 1/2" 4 1/2" 28" SS RECESSED CD I_ m MATERIAL FINISH MANU. ITEM NO. DIMS. FINISH COLOR NOTES F-19.1 SOAP DISPENSOR BY OWNER BY CONTRACTOR PC DECK MOUNTED nN 0 CEILING F-19.2 SOAP DISPENSOR BY OWNER BY CONTRACTOR PC DECK MOUNTED cP (ti) C-1 GWB PT- 1 SHERWIN WILLIAMS - - SATIN EXTRA WHITE VERIFY COLOR PRIOR TO ORDER F-19.3 SOAP DISPENSOR BY OWNER BY CONTRACTOR PC DECK MOUNTED II 11 II U/ 9 C-2 ACT FF ARMSTRONG #1775 24X24 FF WHITEet F-19.4 SOAP DISPENSOR BY OWNER BY CONTRACTOR PC DECK MOUNTED -T u_ 0 C-3 EXST.JOISTS PT-2 RODDA , AC911 _- MATT TBD ONE COAT ZINNSER SMART PRIME,2 COATS COLOR F-19.5 SOAP DISPENSOR BY OWNER BY CONTRACTOR SS DECK MOUNTED ill Q C-4 GWB PT-3 SHERWIN WILLIAMS B-47 - SEMIGLOSS EXTRA WHITE AT REC. 101 ONLY F-19.6 SOAP DISPENSOR BY OWNER BY CONTRACTOR SS DECK MOUNTED 0 cf� WALL F-20.1 TOILET PAPER DISPENSOR BY OWNER BY CONTRACTOR SS RECESSED 11 HI 0 j F-20.2 TOILET PAPER DISPENSOR BY OWNER BY CONTRACTOR SS RECESSED II r- W-1 GWB PT-1 SHERWIN WILLIAMS - - SATIN EXTRA WHITE VERIFY COLOR PRIOR TO ORDER W-2 GWB P-LAM TBD TBD 48" FF TBD W/SHLUTER TRIMS F-20.3 TOILET PAPER DISPENSOR BY OWNER BY CONTRACTOR SS RECESSED F-20.4 TOILET PAPER DISPENSOR BY OWNER BY CONTRACTOR SS RECESSED W-3 GWB DECORATIVE PANEL B/O TBD TBD FF TBD PRODUCT AND INSTALLATION BY OWNER F-21.1 TOILET SEAT COVER DISP BY OWNER BY CONTRACTOR SS SURFACE MOUNT W-4 GWB ACOUSTICAL MURAL B/0 TBD TBD FF TBD PRODUCT AND INSTALLATION BY OWNER F-21.2 TOILET SEAT COVER DISP BY OWNER BY CONTRACTOR SS SURFACE MOUNT W-5 GWB ACOUSTICAL PANEL B/0 TBD TBD FE TBD PRODUCT AND INSTALLATION BY OWNER F-21.3 TOILET SEAT COVER DISP BY OWNER BY CONTRACTOR SS SURFACE MOUNT W-6 GWB ACOUSTICAL FABRIC B/O TBD TBD FF TBD PRODUCT AND INSTALLATION BY OWNER F-21.4 TOILET SEAT COVER DISP BY OWNER BY CONTRACTOR SS SURFACE MOUNT W-7 GWB WALLCOVERING B/0 TBD s TBD FF TBD PRODUCT AND INSTALLATION BY OWNER F-22 DROP DOWN SCREEN BY OWNER BY OWNER DA-LITE 96" 4 5/16" 5 7/8" MATTE WHITE PROVIDE RECESSED CLG POCKET RM 115 W-8 GB FRP MARLITE OR SIM. 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SUGATSUNE \ .. , r , . - \ } . . _ _ __ , REV: t ADJUSTABLE SOFT-DOWN i _ _ REV: NSDX-35 STAYS, OR EQUAL. _0 i (0_ REV: AL 0'-0" BLOCKING AS REQUIREDight 0'-0" BLOCKING AS REQUIRED O'-0" r Alb BLOCKING AS REQUIRED 0,-0„ BLOCKING AS REQUIRED FIN FLR \ " FIN FLR \ " Q FIN FLR \ " FIN FLR �` " KNEE? ,2 4 CABINET W/DRAWER DETAIL ,2 ,r 3 DRAWER DETAIL /2"j( CABINET DETAIL ,2 �. TRASH CABINET DETAIL SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" 1 S 01 34 STRUCTURAL NOTES DIVISION 5-METAL V391l33SW 0RKeEly Ave. PROJECT NAME-VLMK JOB#20160383 CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAMMK 503.222.4453 A. GENERAL DIVISION 1 -GENERAL 1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE CONCRETE: COMMENTS DURATION INSPECTION AGENCY ENGINEERING + D E S I G N VLMK.COM WITH THE LATEST EDITION OF AISC STANDARDS. A. GENERAL VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER B. MATERIALS POST-INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN PER ICC EVALUATION REPORT P TESTING LAB THE GENERAL NOTES TO THE EXTENT SHOWN. 1. ALL STEEL PLATE, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHERWISE CONCRETE, PLACED DOWNWARDLY INCLINED SEE NOTE 6, ITEM B NOTED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. POST-INSTALLED EXPANSION/WEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH 2. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS SEE NOTE 6, ITEM B ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING + UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. POST-INSTALLED SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB DESIGN (VLMK)OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN SEE NOTE 6, ITEM B OR NOTED. 3. ANCHOR RODS TO BE ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED. WOOD: 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION 4. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME SHEARWALL SHEATHING, NAIL SPACING AND HOLDOWNS P TESTING LAB OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY B.18.2.1. SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, APPROVED FABRICATORS: TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. C. POST-INSTALLED ANCHOR BOLTS: UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS 1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST-INSTALLED CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE P TESTING LAB LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE ARCHITECT OR ENGINEER OF RECORD FOR ALL OFF-SITE MATERIAL. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE FABRICATION SUCH AS STRUCTURAL STEEL, OPEN-WEB STEEL 4. WHERE REFERENCE IS MADE TO ASTM, AISC,ACI OR OTHER STANDARDS, THE LATEST ISSUE ENGINEER. JOISTS AND GIRDERS, GLU-LAMS AND PRE-CAST CONCRETE SHALL APPLY. 2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. STRUCTURAL OBSERVATION 3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY 6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) PRODUCT. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. WOOD FRAMING PRIOR TO COVER P ENGINEER AS AMENDED BY THE STATE OF OREGON (2014 OREGON STRUCTURAL SPECIALTY CODE)OR WASHINGTON (INTERNATIONAL BUILDING CODE, 2012 EDITION, EFFECTIVE JULY 1, 2013)AND ALL 4. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE IN DRAWINGS. OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. STRUCTURAL OBSERVATION NOTES: 5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED 7. DESIGN CRITERIA: OTHERWISE IN DRAWINGS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN a. ROOF LIVE LOADS (PER IBC 1603.1.2) ADVANCED OF REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE MINIMUM 20 PSF 6. ADHESIVE ANCHORS: OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE b. ROOF SNOW LOAD (PER IBC 1603.1.3) BASE MATERIAL PRODUCT REPORT# INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. FLAT-ROOF SNOW LOAD (Pf) 25 PSF CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508 SNOW EXPOSURE FACTOR (Ce) 1.0 CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR APMO ER-263 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 CONCRETE HILTI HIT-HY-100 ADHESIVE ANCHOR ICC ESR-3829 WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY THERMAL FACTOR (Ct) 1.0 CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187 REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. c. WIND LOAD(PER IBC 1603.1.4) CONCRETE DEWALT/POWERS PURE 110+ EPDXY ANCHOR ICC ESR-3298 ULTIMATE DESIGN WIND SPEED (Vult) 120 MPH CONCRETE DEWALT/POWERS AC100+GOLD ADHESIVE ANCHOR ICC ESR-2582 SPECIAL INSPECTION PROGRAM NOTES: NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH RISK CATEGORY II 7. EXPANSION ANCHORS: 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. WIND EXPOSURE B BASE MATERIAL PRODUCT REPORT# C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK INTERNAL PRESSURE COEFFICIENT (GCPi) ±0.18 CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-3037 REQUIRING SPECIAL INSPECTION. d. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR-1917 P= PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM SEISMIC IMPORTANCE FACTOR (le) 1.0 CONCRETE DEWALT/POWERS POWER-STUD+ SD2 ANCHOR ICC ESR-2502 THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND RISK CATEGORY II SPECIFICATIONS. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss =0.975 S1 =0.422 8. SCREW ANCHORS: SITE CLASS D BASE MATERIAL PRODUCT REPORT# 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds= 0.721 Sdl =0.444 CONCRETE SIMPSON TITEN HD SCREW ANCHOR ICC ESR-2713 ENGINEER: VLMK ENGINEERING+ DESIGN SEISMIC DESIGN CATEGORY D CONCRETE HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3027 TESTING LAB: TO BE DETERMINED BASIC SEISMIC-FORCE-RESISTING SYSTEM LIGHT FRAMED SHEARWALLS TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED SEISMIC RESPONSE COEFFICIENTS (Cs) 0.111 DIVISION 6-WOOD INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR PROJECT NAME RESPONSE MODIFICATION FACTOR (R) 6.5OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS TECH HEADS ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE A. ROUGH CARPENTRY DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL 1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR 8. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN BUCKS, BLOCKING, BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR#3 INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 STRIPPING: DOUGLAS FIR#3 TENANT IMPROVEMENT POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT 2x4 STUDS: DOUGLAS FIR#2 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: PRODUCING A LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO 2x6 STUDS: DOUGLAS FIR#2 A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE SILLS, LEDGERS, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR#2 PROVIDED BY THE LOCAL JURISDICTION. APPROVED. WITH CONCRETE,AND WOOD CURBS: B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND PLATES AND HEADERS: KILN DRIED DOUGLAS FIR#2 SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 9. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, POSTS, COLUMNS (SAWN): DOUGLAS FIR#1 CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 7070 SW FIR LOOP SPRINKLER PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, TIGARD, OR CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS 2. ROOF, FLOOR AND WALL SHEATHING: ARCHITECT, ENGINEER, CONTRACTOR,AND(OTHER DESIGNATED PARTIES), INA TIMELY MANNER,AS ESTABLISHED AT AND DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS THE PRE-CONSTRUCTION MEETING. 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL 10. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE TECH AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT HEADS TENANT IMPROVEMENT PROJECT LOCATED IN TIGARD, OREGON. POSSESSION OF THESE PERPENDICULAR TO SUPPORTS UN!.'ESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8 DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS INCH END AND EDGE JOINTS(1/4 INCH FOR JUMBO PANELS)WHENEVER SHEATHING IS CODE. OF THIS PROJECT IN OTHER LOCATIONS. EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE WALL SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: 11. PROVIDE SHOP DRAWINGS FOR ALL L STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH VLMK WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF 3. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS INSPECTION. THREE HARD COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR INCLUDING CABINETS, DOORSTOPS, ETC. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS. ALL SUBMITTALS SHALL BE 4. CONNECTORS: C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC., SITE. UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: TO BE SIMPSON AS DETAILED, OR AS APPROVED. D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. PERMIT SET 11/22/2016 a. PREFABRICATED STRUCTURAL MEMBERS AND COMPONENTS(E.G. WOOD TRUSSES, OPEN- b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. WEB STEEL JOISTS AND GIRDERS, ETC.). c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U'TYPE 5. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. THE I.B.C.: REVISIONS 12. BIDDER DESIGNED ITEMS(DEFERRED SUBMITTALS)SHALL BE DESIGNED BY,AND BEAR THE d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE"COMMON" NAILS UNLESS OTHERWISE A. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE INSPECTED AS FOLLOWS: STAMP OF AN ENGINEER(PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE. OBTAIN 1. PROVIDE'CONTINUOUS'OR'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE (THIS SHEET). ® DATE DESCRIPTION IS LOCATED. SEE DEFERRED SUBMITTAL TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT CLASSIFIED AS DEFERRED SUBMITTALS. e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS AND INSTALLATION INSTRUCTIONS. FLUSH WITH THE SURFACE OF THE SHEATHING, CHECK AND RESINK IF NEEDED, IMMEDIATELY 2. A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. DIVISION 2-SITE WORK(NOT USED) BEFORE ROOFING. ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT WWW.ICC-ES.ORG, AND IAPMO EVALUATIONS REPORTS ARE f. BOLTS-SEE DIVISION 5, METAL. AVAILABLE AT WWW.IAPMOES.ORG. DIVISION 3-CONCRETE AND REINFORCING 3. WHERE PERIODIC INSPECTION IS ALLOWED: 5. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND A. CONCRETE MIX/MATERIAL STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. PROCEDURES AS REQUIRED BY THE EVALUATION REPORT. 1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD 6. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN ARE PERMITTED TO BE PERIODICALLY INSPECTED. DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER. • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. 7. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES ARE NOTED, 2. MINIMUM MIX REQUIREMENTS: OF THE STUD. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD. CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES STRENGTH (a) CONTENT INTERIOR SLAB ON GRADE 3,500 PSI 2"-4" 517 LB (b) MISCELLANEOUS 3,000 PSI 0"-5" 470 LB (b) (a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. (b) - WRA=WATER REDUCING AGENT. 3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. ,c RU C T(!/) _ �. c PRQFes 12/28/16 4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED. S/ 4rCa Al r 1 �if P p9 5. WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55(MINIMUM 6 OZ. PER y -/•E ,r N 100 POUNDS CEMENT), COMPLY WITH ASTM C-494. 1f 6. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. -,74, G0 DO aa) B. REINFORCING p�P 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. NWrn 3 2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN - EXPIRES.-30-2017 F2 ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4. 0 g 3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD DATE 11/22/16 co co M PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. o SCALE PROJ. NO. a 4. LAP ALL BARS IN CONTINUOUS AND INTERSECTING FOOTINGS 2'-0"OR 40 BAR DIAMETERS, AS NOTED 20160383 ( WHICHEVER IS GREATER. cfl tS DRAWN CHECKED 5. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. CGA KMK (0 v DIVISION 4-MASONRY(NOT USED) 0 STRUCTURAL NOTES & SPECIAL INSPECTIONS ili Lo oi cos cOS 1 RPOR0 N N PERMIT SET 11/22/2016 Nf L m K 3933 SW Kelly Ave. Portland R 503.222.4453 0 0 0 CI 6 8 9 ENGINEERING + D E S I G N VLN1K.COM 85'-6" •- 45'-6" , 20 -0" 10':.-0" 101-0" FOUNDATION LEGEND: +/- EPDXY FOOTING (EXISTING) 1 2x4 DOUG FIR#2 STUDS AT 16"O.C. TYPICAL U.O.N. REINFORCING INTO ON PLAN EXISTING FOOTING • 4"MINIMUM EXISTING WOOD STUD SHEARWALL. VERIFY , 11- 0,,' EXISTING SHEATHING AND ATTACH AT TOP AND • ) -4.- 2 rl BOTTOM PER DETAILS Ank AND Aft OR ink - . : : . , . . N. N. A '`) b,p..- S3.0 S3.0 S3.0 3 , 5-<- 1 .. e0 11,1 • - -- I ..'.i CONCRETE FOOTING PER ga : S3.0 :.: , :.: S3.0 N ABOVE S3.0 I z I .: : 111-0"MIN 11'-6''+/- -.P.' ; 1 i'I / :.- NI WOOD POST PER FOUNDATION PLAN 1 7 TYP (EXISTING)_ ---,-. 1 ' 12 S3.0 3 I S .0 __ABOVE TYP SHEAR WALL TYPE PER SCHEDULE THIS SHEET.ALL A _. - S3.0 i _' ,S3.0 A • EXTERIOR WALLS TO BE TYPE'A'SHEAR WALLS UNLESS OTHERWISE NOTED ____ II • S3.041111 1 1 S3.0 _ .. .7 ._ .y.,7\.. I . ABOVE - . • 73) 121-0"MIN Ij. I '"\-:() L.I ..i ABOVE1 1 I •, - S31.0 i ,,OPP EXISTING ROOF ---- ,,.t4I'1:-.-.., , , 2 b ABOVE ,, FRAMING -':''''''' : , '1"Ii.:z•.-. SIMPSON HOLDOWN PER PLAN, SEE DETAIL s21.0 S3.0 4 S3.0 ABOVE I , 111 6x S30 -i• , ,,,,,JzI•I'I.1- 1:b. 1 0 FOUNDATION NOTES: , . : ::- ,... /5---' _.••• ,,, 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ' 101-0"MI ,,- i'ABOVE.... 5 1 -... a :33,--- • • • __ . . . • • . , / il. S30 -1 4-_,- ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. 4 :,,, 11 tzl --. • 4 • Itn' 4 8'-6 MIN -.,,, • • , ,- it. yi 2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE ABOVE III S3.0 6 i 1 z ,1 13 b b I 5- `. ABOVE' ---.„, FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" ABOVE ' - I I 1 --' S3.0 NEW 2x6 COLLAR TIE AT BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING ' zt, , e5' -41- z f S3.0 „,„,.=_ --T11 °- EACH EXISTING ROOF JOIST TO BE A MINIMUM OF 18"BELOW FINISH GRADE. ::, .. :,:i , "-',„,,,./.1 i D - „ - b i= ABOVE I 1- ' I - - , co'0' - . ... „,,,,,, .,,,, . „,_ ,-- --1-' , • w i ABOVE ' Cl) 3. FOUNDATION DESIGN PARAMETERS ASSUMED AS FOLLOWS IN , (5)#12 WOOD SCREWS , ;-,-- LuR- 1 4 II N >7< TYP ACCORDANCE WITH IBC GUIDELINES: ;4 S3.0 0 I 4 0 .. 1 :z EACH END i 111 ALLOWABLE BEARING PRESSURE = 1,500 PSF i 1 ) 531 0disik I 1.1 , _ COEFFICIENT OF SLIDING FRICTION = 0.3 : • ii.,... .... ‘-' '1.1 S3.0 1 TYP b CONTRACTOR IS RESPONSIBLE FOR SITE PREPARATION, :, 7' -O''+/- 0 1 0), ,•-• I 2D COLLAR TIE DETAIL INCLUDING VERIFICATION OF SUITABLE SOIL CONDITIONS AND 6 - MIN 3 COMPACTION. 11 (EXISTING) ,,,•,' ,..z., S3iii(::&.,1 S2.0 1"= 11-0" RFO4 Collar Tie .„ ._ •„„ ' " - '' ' - ' ' -• •-•! -''- '' '10,- f, $16. 1 , - - - 4. WHERE EXISTING SHEARWALLS ARE NOTED NOT TO EXTEND UP 1 , i -.,::, ) !:1::: 41 PORTION OF 12 1 CIO ' "• TO DECK ABOVE, PROVIDE ATTACHMENT PER Ai AND fik 5 -9H 1+/- SHEARWALL 8 -6MIN S3.0 -..\ 0REMOVE TEMPORARY 2x4 & _ S3.0 S3.0 (EXISTING) , ,. , >.< l' REMOVED z ABOVE A DIAGONAL BRACES AS REQ'D PROJECT NAME •Nli rtf) 1 , Z u) IN VAULTED AREA ABOVE TECH HEADS I I ;-;:r >7 1 . ,_ 0 b U ,--- I Z'') I 7 EK>l WOOD STUD SHEARWALL SCHEDULE - 10d NAILS I _ i I 0 TENANT IMPROVEMENT 15/32"APA RATED, EXPOSURE 1 SHEATHING, UPPER WALL: 2x SOLE PLATE WITH 3/8"DIA. TYPICAL I 1-: 1 u) .0, ONE SIDE,ALL EDGES BLOCKED34 PLF,WITH 10d LAG SCREWS AT 16"O.C.0.C. NEW --,,,---, COMMON WIRE NAILS AT 6"0.C.ALL PANEL FOUNDATION: 2x P.T.SILL PLATE WITH 5/8 DIA. SHEARWALLS ANCHOR BOLTS AT 32"O.C. U.O,N. / EDGES AND 12 O.C. IN-FIELD 7070 SW FIR LOOP 15/32"APA RATED, EXPOSURE 1 SHEATHING, UPPER WALL: - < > ONE SIDE,ALL EDGES BLOCKED,WITH 10d 840 PLF TIGARD, OR COMMON WIRE NAILS AT 3"O.C.ALL PANEL FOUNDATION: 3x P.T.SILL PLATE WITH 3/4"DIA. ANCHOR BOLTS AT 24"0.C. Alk, EDGES AND 12"0.C. 1N-FIELD tommaii. A FIRSS, T.:FLOOR SHEARWALL PLAN FLOOR FRAMING LEGEND: Prigdr-!T , 4;..K4a,40, .1 S2.0 1/8"= 11-0" WOOD STUD SHEARWALL SCHEDULE NOTES 2x4 DOUG FIR#2 STUDS AT 16"0.C. TYPICAL U.O.N. `•1111111,/ ON PLAN 1. INSTALL SHEATHING HORIZONTAL OR VERTICAL. NO PIECE SMALLER THAN 21-0"x 21-0". STRUCTURAL SHEARWALL BELOW 2. ALL INTERIOR WALLS WITHOUT A SCHEDULE SHEAR ASSEMBLY TO BE SHEATHED PER ARCHITECTURAL DRAWINGS. SHEAR WALL TYPE PER SCHEDULE THIS SHEET.ALL 1 CI (II 4 6 8 9 3. APPLY GYPSUM BOARD OVER SHEATHING AS REQUIRED BY ARCHITECTURAL DRAWINGS. <> EXTERIOR WALLS TO BE TYPE'A' SHEAR WALLS UNLESS OTHERWISE NOTED 4. AT POSTS EMBEDDED IN SHEAR WALLS, ATTACH SHEATHING PER THE EDGE NAILING REQUIREMENTS FOR THAT SHEAR WALL. 85'-6" 5. ALL SHEAR WALL NAILS TO BE COMMON WIRE(10d DIA= 0.148")OR GALVANIZED BOX NAILS (10d DIA=0.128"). MINIMUM Nr+' SIMPSON HOLDOWN PER PLAN, SEE DETAILS 9 10 S3.0 S3.0 / 10'-0'1 101-0" 10'-0" / 15'-6" 10'-0" / 10'-0" / 10' -0" 10'-0" / , PERMIT SET 11/22/2016 PENETRATION TO BE 1 1/2"FOR 10d NAILS. STAPLES ARE NOT AN ACCEPTABLE SUBSTITUTION. 15'-5"+/- / REVISIONS 6. ANCHOR BOLTS TO BE DRILLED EPDXY ANCHORS WITH 3"MINIMUM EDGE DISTANCE, SEE STRUCTURAL NOTES FOR I (EXISTING) 1 I I ALLOWABLE EPDXIES AND INSTALL PER MFR RECOMMENDATIONS, PROVIDE A MINIMUM OF(2)ANCHOR BOLTS PER WALL FLOOR FRAMING NOTES: A\ DATE DESCRIPTION ,,,,,,••••••.••••*••••••*,.........0%, SECTION. i NAIL EIND STUD TO 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS 1. ....., (-.6- EXISTING WALL STUDS 1 12/2016 BID CLARIFICATIONS WITH ARCHITECTURAL DRAWINGS. A.- a , (-5- '4:- z I 7. PROVIDE PLATE WASHERS-MINIMUM OF 1/4"x 3"x 3" IN SIZE, AT ALL SILL PLATE ANCHOR BOLTS. v & ' y! I. + z WITH 16d AT 8"0.C. 2. SEE SHEARWALL SCHEDULE FOR WALL REQUIREMENTS AND 1 - o) -- - - • 1' ' - ' 7 ti4r, ,,,,---- ,.„, ---- ' '---- :1 r , 15 i • A 8. DO NOT USE NAILS FOR ANCHORAGE OF 3x SILL/SOLE PLATES. PROVIDE SIMPSON SDS SCREWS AS SPECIFIED. , xI I I ' 5<- 1 i I 1: ADDITIONAL INFORMATION. i 1ito W i ,•••: ii:, u.i I, 1 S3.015 9. PANEL EDGE FRAMING TO BE 3"NOMINAL AND NAILS STAGGERED WHERE NAIL SPACING IS 3"0.C.AND 10d NAILS ARE USED. ABOVE I I z - 1 „ . . ... 11 „ , 1, 3. MINIMUM SILL PLATE ANCHORAGE OF NEW SHEARWALLS TO BE S3.0 1111 I"0 li ,, 3.0 1 1--. <> ABOVE b, 10. WHERE PANELS ARE APPLIED BOTH FACES AND NAIL SPACING IS LESS THAN 6"0.C., PANEL JOINTS TO BE OFFSET TO FALL ON PER DETAIL illi 8 tii., 111 11'-9"MIN 4. b DIFFERENT FRAMING MEMBERS OR FRAMING TO BE 3"NOMINAL AND NAILS STAGGERED. .0 ; 530 1 .CD . • (EXISTING) : 1 1 , I I I , 111 : i 3 i 10 . . i .0 b 4. WHERE EXISTING SHEARWALLS DO NOT EXTEND UP TO DECK , :,, I i - I® _ -..-: z.z,...,..,• -,......_ ____ ABOVE, BUILD UP ON WALL PER DETAILiglakAND PROVIDE ' <5 16 It : ,,c4s. ATTACHMENT PER 14 AND Ain S3.0 s\ C‘ t>4 60 .0 ABOVE I I I I S3.0 S3.0 z -7---- 9 . . 1 , II '-1. S3.0 -111 t - 1 , ,I ........„„„.„„„_„„. ., ,, 1 i 7'-9" MIN - * Ili r4-- 1 - -N----@ 1 i 1 I :,. :: . <> .: I <> 1 !i . 1 t I -411----WOOD POST PER PLAN :,: ,! ,- • n ,s/ l• I . [-IITYPI A-L, ,i PROF% :, .. c:::,...... 12/28/16 SIMPSON HOLDOWN SCHEDULE 12 : ,,: . i t 1' 1 '<c-'4‘) t . 16 fi 11 i 11 /0 SIMPSON SPECIFIED z .„, S3.0 - S30 '"' : t t 1: 1 : tD I/ • 4:p 4- ' , jk, . ../ , . -r... POST THICKNESS MINIMUM 4,5 ' 1 \ ABOVE : 1 ! S3.0 ' I 1 1 1 . PER SCHEDULE 1 FASTENERS HOLDOWN HILTI EPDXY BOLT it , ,..,. : 3.0 i 11 ---,t-ABOVE A D ,c .cfrit- 7-E A, :, , „---- ,, ui . , 0 , k , , c„ . , ; 0- : '. GON P. 11 a) SIMPSON HOLDOWN SIMPSON DTT2Z1 5/8" DIA x 3" EMBED 11/2" - 1'•11) \CY , 5„ 3 ii s, i 411% 11 PER SCHEDULE . POST THICKNESS : z - , i- .. . . _ ..g zx 1 , ;1' " _ S3.0 3.0 TYPAL ---- - - " ;1 I 1 if: ,1 ' :: : 3 ,; - i i :: 1 3 ., 0 ' a) SIMPSON 'HDU2-SDS2:' 5/8" DIAx3 3" EMBED 3,, I !! .t: I 1 11 tiliali ABOVE II I b 1r4 F.. 1 I - -- 1 ......_ ........, , , 0 co SIMPSON 11-IDU5-SDS2.51 5/8" DIA x 9" EMBED 3" I I 1 I I ._ EXPIRES: .,-30-2017 4 PER SHEARWALL t, - • 0 " ' , .- SCHEDULE SIMPSON 'FIDU8-SDS2.51 7/8"DIA x 11" EMBED 3 1/2" row 0 . . .- cp 15'-101'÷/- =I t GO I DATE o HOLDOWN NOTES: '4:- 0 1 4. & E,' <0 • ..„ 4 • SCALE PROJ. NO. (7) . - 1. HOLDOWNS MANUFACTURED BY SIMPSON STRONG TIE, INC. INSTALL PER SIMPSON b r_.-_ i I 2 ,-c:,..) FL- AS NOTED 20160383 (T) ANCHOR BOLT PER 4 ; ' .0,1 RECOMMENDATIONS. - co I Z-5 SCHEDULE ..11110 I ,z ABOVE +-- U-1 DRAWN CHECKED CNI - I1 CGA KMK - -to 2. USE HILT! 'HT-HY 200'A307 THREADED ROD EPDXY ANCHORS UNLESS OTHERWISE NOTED. - . 03 3/8 x 2 1/4 x 2 1/4 PLATE EXPANSION ANCHORS SHALL NOT BE USED AT HOLDOWNS. I z d WASHER AND DOUBLE NUT ,1 iz • SHEARWALL REQUIRED AT A36 ANCHOR CONCRETE STEMWALL 3. SHEARWALL SHEATHING TO BE ATTACHED TO VERTICAL MEMBER WITH EDGE NAILING ,.., ,,,_ BOLTS OR FOOTING PER PLAN REQUIREMENTS PER SHEARWALL SCHEDULE. ,,, PLANS 4. MULTIPLE STUDS TO BE ATTACHED TOGETHER WITH 16d NAILS AT 8"O.C. STAGGERED.ANY - POST WITH THICKNESS 5 1/2"AND GREATER TO BE A SOLID MEMBER. r, 1 SHEARWALL HOLDOWN DETAIL ;-A----ok. B SECOND FLOOR SHEARWALL PLAN Va. if) ai c) (,,i S2.0 1". 11-0" HOLDOWN DETAIL 3ii!3,9 S2.(....)) 1/8"= 11-0" Zi>1. S2 . 04 c.1 CO CV CV PERMIT SET 11/22/2016 9'-9” MINI LI _ 14, ii.:11 HOLDOWN AND EPDXY ��SHEARWALL PER 3933 SWKelly AVE ANCHOR PER SCHEDULE, PLAN, SEE SCHEDULE M K Pord(Ind,OR PROVIDE MINIMUM 8" 503.222.4453 FOOTING EMBED EDGE NAILING ENGINEERING + D E S I G N VLMK.COM CUT BACK EXISTING —EPDXY DOWEL#4 x 2'-6"AT 24"O.C. SLAB AND POUR BACK MINIMUM BARS 4"MINIMUM INTO I A INFILL THICKENED EXISTING SLAB ON GRADE EACH WALL ANCHORAGE !I SHEARWALL PER HOLDOWN PER PLAN, SLAB AS SHOWN \,.,J SIDE PER SCHEDULESEE SCHEDULE SHEARWALL PER d LL PLAN, SEE SCHEDULE PLAN, SEE SCHEDULE , ,-, E I • Lr-a_ EXISTING CONCRETE 11 EXISTING CONCRETE Ml 41 &SLAB ON GRADE EDGE NAILING SLAB ON GRADE 11 EDGE NAILING + 6 < Z MIN _:.,... � � - � e � a .�� m� NOTE' • J , 0 p e.Ir oo W •• SIMPSON 'PAB' OF ««< a««<,< iv �,-= • EQUIVALENT DIAMETER AND ��. . . . •• EMBEDMENT MAY BE CAST 3� a a IN PLACE IN LIEU OF DRILLED ' (4)#4 x CONT 3"CLR EPDXY ANCHORS TOP& BOTTOM 2'-0" 1 FOUNDATION DETAIL 2 FOUNDATION DETAIL 3 FOUNDATION DETAIL S3.0 1"= 1'-0" FDNO1 S3.0 1"= 1'-0" FDNO2 S3.0 1"= 1'-0" FDN03 EXISTING FLOOR DECK EXISTING FLOOR DECK EXISTING FLOOR DECK EXISTING FLOOR DECK L .................... . _.. _ „ ,,,,.., Hamm, I ' ►� ISR EDGE NAILING PER .,. rl EXISTING TRUSSI , allk ...__.. : I SCHEDULE _ SCR S PER EW S3.0 I, EDGE NAILING PER EDGE NAILING PER Il (2) SIMPSON 'A34' 2x4 BLOCK, SUBSTITUTE SCHEDULE • . CLIPS EACH BAY #12 x 2"WOOD SCREWS IN �i SCHEDULE PLACE OF 10d NAILS PER AT TOP PLATE SUBSTITUTE '' SHEARWALL SCHEDULE (DO I #10 x 3 1/2"WOOD SCREWS SIMPSON 'A34 CLIPS AT 12' O.C. IN PLACE OF 10d NAILS PER FOR TYPE A WALLS,AND 6' 0.C. NOT OVER DRIVE SCREWS) EXISTING --► ) EXISTING JOIST, —► EXISTING JOIST, ► + :i SHEARWALL SCHEDULE FOR TYPE B WALLS # rl . CI € JOIST, TYPICAL % #$E TYPICAL 1 3/4 x REQ'D LVL BLOCKING TYPICAL �� `'s :, 1 Ali i� -' Gni EACH BAY BETWEEN JOISTS "0 r�� SHEARWALL PER ='1 NOTE SHEARWALL PER —� I( NEW PLYWOOD SHEATHING OVER EXISTING SHEARWALL, VERIFY ' �� II DO NOT OVER-DRIVE SCREWS MINIMUM 2x4 AT 16"O.C. PLAN• , SEE SCHEDULE �j TO PREVENT BREAKOUT OF PLAN, SEE I EXISTING WALL, SEE SHEARWALL EXISTING PLYWOOD MEETS I WITH PLYWOOD SHEATHING NEW OR EXISTING EDGE NAILING CONCRETE TOPPING SLAB SCHEDULE 1i SCHEDULE FOR PLYWOOD NAILING SCHEDULE REQUIREMENTS OR PER SHEARWALL SCHEDULE © !! ABOVE. AND SILL PLATE ANCHORAGE ADD AS REQUIRED 1I SHEARWALL PER PLAN, PER SCHEDULE NEW OR EXISTING I REQUIREMENTSSEE SCHEDULE ' SHEARWALL PER PLAN, 111 11 1 N i SEE SCHEDULE 11 1' PROJECT NAME 0 TECH HEADS 4 FLOOR DETAIL AT TOP OF SHEARWALL 5 FLOOR DETAIL AT TOP OF SHEARWALL 6 FLOOR DETAIL AT TOP OF SHEARWALL 7 FLOOR DETAIL AT TOP OF SHEARWALL TENANT IMPROVEMENT S3.0 1"= 1'-0" FLRO1 S3.0 1"= 1'-0" FLRO2 S3.0 1"= 1'-0" FLRO3 S3.0 1"= t-0" FLRO7 7070 SW FIR LOOF TIGARD, OR STACKED SHEARWALL o PER PLAN, SEE ! SILL PLATE ANCHORAGE TO BE SCHEDULE iI 1/2" DIA THRU-BOLTS AT 24"O.C., 8 i! LAG SCREW WALL ANCHORAGE SHEARWALL ABOVE PER I) PROVIDE 1/4"x 3" SQUARE 11S3.0 Mill �I PLAN, SEE SCHEDULE ;I WASHER �I HOLDOWN PER PLAN PER SCHEDULE, LAG SCREW MUST BE LONG ENOUGH TO SII 'I ENGAGE PLYWOOD DECK AND 1- 11 II , , SHEARWALL ABOVE P R SEE SHEARWALL ABOVE PER I I EDGE NAILBLOCKING BELOW, PRE-DRILL AS ii pi PLAN, SEE SCHEDULE PLAN, SEE SCHEDULE �!! NAILING, I � }I 1 I lI SCHEDULE II REQ'D ' .I' < I " ' I`A��li._..._. .--'''- iv Ali:. EXISTING FLOOR I gr u I ( d u t l DECK ._' I� EDGE NAILING PER I • ►BI # TOP PLATE TO FIT TIGHT • SCHEDULE • UNDER FLOOR DECK`:.. EXISTING FLOOR I EXISTING FLOOR �" II I Il\' • DECK ` DECK PERMIT SET 11/22/2016 II ii u • HOLDOWN PER PLAN Y' - 2x4 BLOCKING FULL LENGTH o ABOVE AND BELOW FLOOR OF SHEARWALL ABOVE REVISIONS I 1 3/4" LVL BLOCKING EXISTING JOIST, II WITH 5/8" DIA THRU-BOLT EXISTING JOIST, P H JOIST EXISTING JOIST, TYPICAL, DATE DESCRIPTION TYPICAL s._._.. O T MATC I TYPICAL DEPTH CONFIGURATION MAY II I VARY0 L.,::. p ... 4x4 POST AT EACH END (3) 16d NAILS AT EACH o ......... OF WALL, TYPICAL SHEARWALL PER II SIDE TOP AND BOTTOM PLAN, SEE SCHEDULE FROM JOIST CHORDS TO II I I BLOCKING II 8 STACKED SHEARWALL HOEDOWN DETAIL 9 STACKED SHEARWALL HOEDOWN DETAIL 10 UPPER WALL HOEDOWN DETAIL 11 UPPER WALL ANCHORAGE DETAIL S3.0 1"= 1' 0" FLRO4 S3.0 1"= 1'-0" FLRO5 S3.0 1"= 1'-0" FLRO6 S3.0 1"= 1'-0" FLRO8 2x4 BLOCK, SUBSTITUTE EXISTING ROOF DECK AT EXISTING ROOF DECK AT ....- ,,...' . #12 x 2"WOOD SCREWS IN • PLACE OF 20d NAILS PER MECHANICAL WELL ATTIC SPACE :J SHEARWALL SCHEDULE (DO • -- -~-" - "-- NOT OVER-DRIVE SCREWS) n � .,...... ..:...,..:.: EXISTING ROOF FRAMING EXISTING ROOF FRAMING �RN �i► NOTE' AT ATTIC SPACE EDGE ,•,I DO NOTOVER-DRILL EDGE NAILING PER 11 1 NAILING CAN OCCUR FROM SUBSTITUTE EDGE NAILS WITH SUBSTITUTE EDGE NAILS WITH EDGE NAILING PER II SCREWS, TAKE CARE NOT SCHEDULE ABOVE TO SHEARWALL TOP EDGE NAILING SCREWS AT TOP PLATE PER SCHEDULE illTO PENETRATE ROOFING PLATE SCREWS AT TOP PLATE PER i I II TO EXISTING SHEATHING © PER SCHEDULE © i II AT MECHANICAL WELL S3,0 TO EXISTING SHEATHING S3.0 RU C T UR O : 4%.0 1 EXISTING c'. �� JOIST �; z ��0 PROFF 12/28/16 —� EXISTING FRAMING ` EXISTING FRAMING EXISTING �� TYPICAL ��, I , /0 ` VERIFY •• 444. JOIST, I AT TOP PLATE SUBSTITUTE II SHEARWALL PER wc� � .: . 'Q 9 (VERIFY) ` (VERIFY) ` #10 x 3 1/2"WOOD SCREWS =I E ` ` TYPICAL PLAN, SEE SCHEDULE off , r iii m 1il ,:.... :. .: i ' SIMPSON 'CS14' II IN PLACE OF 10d NAILS PER II a) `` ;:. x CON'T STRAP ` 0 SHEARWALL SCHEDULE (DO GON _ ` SHEARWALL PER ► , Owe' SIMPSON 'CS14' STRAP ` 1 - --- --- _ 1 E SCHEDULE I! NOT OVER DRIVE SCREWS) 9Illtiiiii- • ` p�P� pp I i m WITH 10d NAILS i ! I ll d I I ' ' '`: p,P PLAN, SEE . . . . . . 1516' MINiii (3) BAYSMIN A ( 14ROOF DETAIL ROOF DETAIL i. i. EXPIRES: —30-2017 co STRAP------- STRAP SIMPSON CS14 x34 I SIMPSON 'DTT2Z' HOEDOWN EACH 53.0 1" 1'-0" RF01 53.0 1" 1.-0" RFO2 o ""` • STRAP, CENTER OVER D END OF 1/2" DIA THRU-BOLT o EXISTING JOISTDATE 11/22/16 co — c"' 1 '1 '. ' 4x BLOCKING I NEW SHEARWALL PER _.__ ...___,__,_,. - ,_„_. AD EXISTING --► ;I ltII ■�� "'”" SCALE PRO NO. co - JOIST LAN, SEE SCHEDULE PROJ.BAY, CUT P TO FIT TIGHT EXISTING FLOOR EDGE NAILING PER AS NOTED 20160383 coo NO STRAP NAILING • 4x BLOCKING NEW SHEARWALL PER 2x6 BLOCKING (3) BAYS DECK EXISTING JOIST SCHEDULE DRAWN CHECKED o REQ'D AT EXISTING ! EACH BAY PLAN, SEE SCHEDULE ci �� MINIMUM, VERIFY DEPTH Q (2) SIMPSON'A34' CGA KMK -0 BEAM BUCKET MATCHES EXISTING JOIST ti 0 CLIPS EACH BAY • � � � I I FOR ROOF ATTACHMENT SEE g TOP CHORD -1-I DETAILS 14 AND 15 C7 r S3.0 S3.0 —iii/ :,. Ira iiki 7:7 011 -___ ___ -,_,__-___.�._._________.,_____ ___ DETAILS . a ! 12 SHEARWALL FRAMING DETAIL 13 SHEARWALL FRAMING DETAIL II 1 3/4"x REQ'D LVL BLOCKING `� ©NEW OR EXISTING EDGE NAILING ii EACH BAY BETWEEN JOISTS S3.0 1"= 1'-0" FLRO9 S3.0 1"1=11'-0" FLR10 SHEARWALL PER PLAN, PER SCHEDULE 11 NEW OR EXISTING a SEE SCHEDULE �I r •_ € SHEARWALL PER PLAN, �� LO o © SEE SCHEDULE N N 16 FLOOR DETAIL AT TOP OF SHEARWALLS3 • 0 co c� S3.0 1"= 1'-0" RFO3 N PERMIT SET 11/22/2016