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Plans (109) L— --J ' LEGEND: SS SANITARY SEWER seine Community; 280.9 278.9 —SD STORM DRAIN « Dcsizn _ 16.0 24.0` - w WATER LINE 125646SW Main Street ® ® MANHOLE Tigard, 97223 ---_—+�►— -���►�/ [1] rd,503-941-9484OR 16.81' I ii CATCH BASIN 26.95'1 1 — DATE: 12/07/2016 I — - I - * STREET LIGHT a REVISIONS - ;) _7.__ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I -_-- 1 j EROSION CONTROL _- ___ _--_1-j_-_4 _ 1 r STREET SECTION, SEE .�1 I I - CONSTRUCTION DOCUMENTS t1 115 �� 1 3.00' 3.00' ��I 3,600 SF 1 ( 11"* t I 1-HR FIRE SETBACK SUMMARY BUILDING: 3413.2BD � I h I RATED EAVES 114 lb. FF= 297.3 1 0 : FRONT SETBACK: 12' BFF= 288.3 F1 i 116 SIDE SETBACK: 5' t.. I -284 STREET SIDE SETBACK: 10' 1-HR FIRE lirlft REAR SETBACK: 15' T --____ RATED EAVES Mt GARAGE I�1'-';`28$ 286 PORCH SETBACK: 8' E �I$r 290------___ I GARAGE SETBACK: 20 - ____I 2'' I , , oIr 1 I 294- ,i top I --- 1aa' I '--- --- 1 ---- I I li ,l_ r CN — — — — — I 1 i PORCH 111`• 6.00' 0 20.00' L __ 'i! PUE - — : — — , _ — 16.05' 1— — _- 1 - LOT COVERAGE: _--H ~ �\ -9.93' ,Ili��. 293.8 /+------1 ,--- :;1 -- j — N — — \\ �./ 1 * — j~\ LOT AREA: 3,600 SF x .1 1 / RIVER LU 295.8 v Lo I j SIDEWALK/ `— m{//1/j jli BUILDING FOOTPRINT: 1,469 SF TERRACE t=2/ J! vl • % n W III W ,SAI f V, W COVERED PORCH: 151 SF NORTHWEST �� ` WATER METERp as ` , �� as , —as \ CANTILEVER LIVING SPACE: 0 SF 28.00' D ti STORM LATERAL CO I Il COVERED PATIO: 0 SF PLANT (2) STREET / SANITARY LATERAL c9 TREE: 2"CAL. / SW SHADOW TRAIL STREET DECK AREA: 147 SF SKYCOLE j LOT 115 HONEYLOCUST/ i w � \‘; TOTAL COVERAGE: 1,767 SFI I GLEDITSIA 1J s 7-71'-' PLOT PLAN o \ TRIACANTHOS `" %� `,� / CITY 0 F TI GA R D 49.1 % EL 12 ) EMIS - -r\ j \`�� �� --F-----"\\4' � Approved by Planning IMPERVIOUS AREA: 2,302 SF o ci Date: 3i/4//-7 15 EC Initials: on 0 v O �q 1...:1 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approv ", Planning 251W6 Date: - I PROJECT NO.: 395-037 p D e # / TYPE: CONSTRUCTION n SCALE REVIEWED BY: PRE 4 LOT 115 (R-7, MEDIUM) Initi. 0 10 D 03 RIVER TERRACE NORTHWEST Q1 INCH=20 FEET Z 17382 SW SHADOW TRAIL STREET PACIFIC LUMBER COPYRIGHT YU14 ROSEBURG FRAMING SYSTEM'" i quality engineered wood products for today's builder' i1""'°" `"" -m PAS SA ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 201 4. /'� ff11 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RI GI V LAM ��� RIG �R'M` I° "" ,II �I POSTS FROM E Company,which retains copyrights to,and ownership of the plans.Use of theseplans byan other a.�Aaiw-. rosep p y n^ate„,„,. �«ETr.��s RE CEP product supplier other than Pacific Lumber Company is strict) '/�;�..._„�.. _ -,,,,,,,,,,,,-. 4), III reR ocrA��,e..,Arw these p py strictlyprohibited.Unauthorized use or ROWS,Ire?DPW PRODUCTS flossal ofOi�fPRO> 1S G _ copying of plans,Infringes rights under the Copyright Act.Infringes face liabilities that include �� \�� ee4.Ory TO POST ABOVE, penalties of up to 520,000 per work infringed,and S100,000 per work infringed willfully. �,IIlt 4' RFPFJOisT -",/'Tell/ � ' CONTRACTOR NOTES: DESIGN NOTES: ......'. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^ q!;,r'r ,.,,,,', 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR •_��=•�=dv.--..mow.=.�- EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI.BLOGKING PANELSrim BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. RT.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 40 5)PROVIDE PROPER SUPPORT AT ALL 2 1psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD THIS IS A PLACEMENT PLAN ONLSLEEPING AREAS: Y. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 1-1/2 RFPI-20 6 1 6"O.G. 9-1/2 RFPI-20 6 16”O.G. • Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOT'LOAPINS: START I I START Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING ayout prior to any construction. 19psf DEAD LOAD HERE N PATIO 1 1 1 PATIO / HERE !! l 1 1 I it 1i 1 1 it II 1 1 Il 11 I 11 iir CONFORMS TO DESIGN CONCEPT II 1 1 11 iI II 1 h Il ❑ CONFORMS TO DESIGN CONCEPT WITH 11 1 I REVISIONS AS SHOWN ,. ..._.T --.� L_ ,--4---, - 1 + -- 4--_Ih "-s T�- ---7-w— —41: �X--�- - ❑ NON CONFORMING-REVISE AND RESUBMIT 1 II II II J1 .�1 .�'1 J1 .�1 J1 ��1 J1 .�1 J1 .�1 .�11 J1 J1 1 ,, II.._ 3 I 1 I �1 I7 J1 J1IJI1 J1 -J1 �1 J11 J1 J'1 J1 J _Ii .�1 WITH THE THIS PDESIGNNCONCEPT ONLY G HAS BEEN EAND IDOES RATED FOR ERELIEVEL OTHE OAhIANCE R 1 I I 1! I I 1z 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 1 I 11 1 I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I1 I 11 1 OVER THIS SHOP DRAWING. 1 I ! R 1 R 1 I II 1 1 By: Arnold R. Solomon Date: December 4, 2015 11 1 1 -P JP JP JR 42 ! -12 J2 J2 JR J12 J12 }2 J2 J�.12.� J2-.� ' �I I: i CT ENGINEERING INC 1 i 11 1 11 II i 1 1 i I b I 11 'II -15/ I Alexia ik wzns - __- - a MIIBRANDT ARCHITECTS 1 I II 1 I il I .{4 1 II 4 11 i 1- �R III I it II II I 1 4 IL:krI -r-aT— IMPORTANT./ REFERENCE INSTALLATION PORGH I I PORGH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-403 (Basement Floor) - POLYGON 3D pt ABD BASEMENT WITH Tot pacin 1-:. umber HHANGER GALLOVT Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth J1 RFPI-20 1 3/4 4 1/2 15 24 360 ® SUPPORTING POST & TRUSS U S S _ J2 RFPI-20 1 9/4 4 1/2 9 94 306 BASEMENT FLOOR JOIST LAYOUTCOMPANY ® -POST LOAD ABOVE JE RFPI-2O 1 9/4 4 1/2 1 22 22 SCALE: 1/4"-1'-0" R -RIMBO ARV J4 RFPI-20 1 3/4 9 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 4 1/2 1 4 4 PLAN DESCRIPTION/NUMBER:3413.2 ASP BASEMENT WITH JOISTS JB -JOIST BLOCKING J6 - RFPI-20 1 9/4 4 1/2 2 2 4 R1 065 Rim 1 4 1/2 5 16 80 GUSTOMER: POLYGON J -JOIST GALLOUT JB1 BLKG RFPI-20 1 9/4 4 1/2 26 3 78 PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) J132 BLKG 1.75 LVL 1 9/4 4 1/2 1.5E 26 3 18 HDR -HEADER(BEAM BELOW JOIST) - __ DESIGNER: KAM/L HENDERSON DATE: 11/27/15 BBO- 1 BEAM BY OTHERS Accessories H1 ITHO1745O-or-ITT9.5 4 PL 5-403 BASEMENT FLOOR SHEET: 1 of 3 ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products fortodav's builder- .n..,uww,e�n -p1 . These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. L /1 TO BEAR!.ISELOA The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RI GI I]�M LVL R�G�DR'f V mum ,„,,,,,,",,, /I' I� �I� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other INSTALL SOVASI4 BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or aosreolre FOREST PRODUCTS ROSEBURG'FOREST PRODUCTS SOLI,BLOC.ALL -Allo " - III PER DETAIL 1(1 MATCH PERovro POST ABOVE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include BEAM.AREA OP BLOCKS penalties of up to 420000 per work Infringed,and 5100.00o per work infringed willfully. / RFPI JOIST m,7. _ �iir = i( CONTRACTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .m>rnww+.,.D..... 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNEEXCEED THE TOmEET OR LME LOAD ..- �..d.-..,y w .a,+««w MAIN FLOOR .JOIST LAYOUT (UNLESS NOTED OTHERWISE) EXCEED HE LvECRILOA ��.n, - SCALE: 1/4"- 11-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFOF L/480 IA RFPs BLOCKING PANELS NM BEARING rwLL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) NT$. N.75. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS START START THIS ISAPLACEMENT PLAN ONLY' 3I-ELWI LIVE AREAS: - FRAMING FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD HERE \ / HERE Architectural/Structural plans.Verify all (DOUBLE)1 1-1/8 RFPI-20 0 1 9.2"O.G. (DOUBLE) 1 1-1/8 RFPI-20 o 1 9.2"O.G. shear wall blocking placement and connectors 120OPLOAD/N6: D SEE SHEATHING NAILING ATTACHMENT NOTEIIIII AM Purchaser responsible for approving this 25psf LIVE LOAD 1 2" �J SEE SHEATHING NAILING ATTACHMENT NOTE v.i" 1 2" ayout prior to any construction. 11psf DEAD LOAD ...—B4_, __ __ _ _ .__ _.B`; _::- --. 1 ILI ii, 1 �- J - _ 1 I! .I I Y (. , 1 .' I II - �; Y� 1 1C - I -�r-�11 I!1 , !, I'1 I ! !I, 1 j ! I! ! CONFORMS TO DESIGN CONCEPT 111 1 ii I � 1 I• �! II ❑ CONFORMS TO DESIGN CONCEPT WITH 11 1 j ih h I ; �I REVISIONS AS SHOWN 11 I 1 1 1 ! 1 I! ':I p ! ! I ❑ NON-CONFORMING-REVISE AND RESUBMIT �3 13 43 S 3 -3 13 43 J3 J8 13 E 3 �p3 F p 5 - J 3 -I J3 13 .I JS 13 .1 -3 3 -1c -3 J3 -I -3 ..{3 1: • $ 3 J3 ,: _$ : % 3 ..3 p S Jo J THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE i , I I I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ! it I • I I I I R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R.1 1i I ! !! DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY j 1 I ! !i I !! j OVER THIS SHOP DRAWING. II !! I! 1 ! 1.1 1 .1 I By: Arnold R. Solomon Date: December 4, 2015 I 1 1 j Ii ! I HI11 i 1 I ! 111 1 1 1 i CT ENGINEERING INC J L.. �i ..�1 .. 1. ..1L.m H 1 ,–i. - _1 11 1 - 3 - JI 11._.. II ! 11 II I I I_..,LL. ._.,L_ El CONFOAMSToDE=GNCONCEPT 1`----1 Tr 7r7Y Tr 1?r B F- Tf "7r �Ir .Ir _. __ �. I, c . . -YP y4- 7 ..._. Tr ❑�oN�o«MSToZSIGN CONCEPT WITH yy y -- f �` r..i5 I- j5 5 _1p -I- J5 .J5 -II .I5 -I� i .'tr 1 - 5 _5 - 5iY - ❑R 1 ,,- 7 I• ' 11 R1 R1 „ Date 8/12/15 !i MIIB RAN DT ARCHITECTS i :17:1 , JR R 1R 1 - - 11 3 1 JR1 •R1 1 11 � L11 � aJ. I - ' mI - �I_ 1 row --NTT res 1 f mI�IwI ill 7 B8-talc JAI -1111 1 111 1'1 I., 1 1 1 . L.113 iio J1 Jo -2 -1 -I2 �2 ;! NIB li i! 1 11 ! I. 11 III II I I I III C: 1:,' 1 I 1.— IYmt 1 I .-II l PORCHPORCH IMPORTANT./ I I REFERENCE INSTALLATION r-1 1-1/8 RFPI-20 0 1 9.2"O.G.-4 1-1 1-1/8 RFPI-20 0 1 9.2"OG.-- GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION �-'r PL 15-403(MAIN) Ls E6EN17: POLYGON 3413.2 ABD BASEMENT WITH JOISTS pale umber Mrk• Material Width Depth %rade Qty Gut LSI Tot Lth Filler blocking is not structurally required provided both HO--HANGER CALLOUT J1 RFPI-20 3/4 1 VB 3 6 18 I-Joists are continuously laterally supported by F.§ J2 RFPI-20 3/4 1 7/8 6 14 84 connection to the sheathing at the top flange.In J4 RFPI-20 3/4 1 7/5 44 20 Geo addition,the joint in the sheathing shall be positioned & TRUSS COMPANY ® -SUPPORTING POST J4 RFPI-20 3/4 1 7/8 1 2 e over the center of one of the two topflanges to assure ® -POST LOAD ABOVE J5 RFPI-20 3/4 1 7/e 13 4 52 n g R1 B15 BEA 1 7/8 9 10 144 / shear transfer between sheathing panels. R -RIMBOARD 01 BIG BEAM 5 1/2 1 7/e 2.1E 6 6 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 B2 5Ble15 BEAM 5 1/2 1 7/8 2.1E 16 lb Bioga Wi°1° LB -LVL BLOCKING 63 BIG BEAM 5 1/2 1 va 2.1E 14 14 ,N< 2-,rr, 2�113• 2+/= >,/= PLAN DESCRIPTION/NUMBER:3415.2 ABD BASEMENT WITH JOISTS 10 -JOIST BLOCKING B4 RIgldLam LVL 1 3/4 1 7/e 1.5E 20 20 ewu.WM ai" m rain Mme, Mme, mi" so m." Mu 55 RIgIQLamLVL 1 3/4 1 7/8 1.5E 14 14 CUSTOMER: POLYGON J -JOIST CALLOUT 136 RIgIcLam LVL 1 3/4 1 7/8 1.5E 4 4 DBL I-JOIST WITHOUT FILLER CONSTRUCTION &I box T + T 15 T 2° T 24 z m PLAN DATED: 11/23/15 J51 BLKG 1.75 LVL 1 3/4 1 7/5 1.5E 28 3 84 B -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L HENDERSON DATE: 11/2//15 HDR -HEADER(BEAM BELOW JOIST) Access 111 MITTIT411.88 21 500-BEAM BY OTHERS H2 MIT 1 1.88-or-17711.55 28 F'1_ 1 5-403 MAIN SHEET:2 of 5 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 411 TO AVOID PLUMBING 4 q Products N PIotID Length Product Plies Net Qty 4 4 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 �RM1i _ RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® _o= L.—.. CONFORMS TO DESIGN CONCEPT �® RM1 8-00-00 1"x 14"APA Rim Board 1 1 El CONFORMS TO DESIGN CONCEPT WITH HVAC RUN o R4 MI 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' g FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY N N "N N N N N N N 'N N. ,. BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 OVER THIS SHOP DRAWING. 1 0 0 0 0 0 0 0 0 0 o o o I— g LL LL IL LL LL LL LL LL LL LL ,LL LL LL O O IO O O O O O �E By: Arnold R. Solomon Date:December 3, 2015 : ,LL u- LL LL LL LL u. LL ,� BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC i _ BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r CONFORMS TO BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 °'°°w"""°""'" BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 a -0o 0 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS ��� -IM1„ A-_,� I. tte4 I11� C_ I ;..t„R 105'3 '1 II® '. llr°-05114. J' � e ACCESSORIES QTY I II I jRM11 Qq THO17140-2 44 \ / �-1 �( II © HUC41.81/11 5 HVAC RUNre-I IAC I lg 0 1x14 OSB RIM FOR SHEAR BLOCKING 25' II co rx I I I II BK1=BLOCKING FLOOR LOADING ,P f I AL RM1=RIM BOARD 40 LL LL LL LL LL u. LL LLI LL LL r, r, LL LL IBk Iv ,a �RM1i 15 DL 1LL 'LL U- REFER TO STRUCTURAL PLAN FOR ADDITIONAL ul u> .n POST TRANSFER BLOCKING I m m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I IBK1 1j I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I f� �c� ..A.21 _ _ F"—ar A ),,e� ,,j<A),2-ov. �_ .!'...1 305-14- 11 1 JBM161 —g—f=7' -- ,����lllllllll �BM31 RM1 -- IBM6I[e 6-08-00 o r O I1 ____ 4 4 SII \l►` \I I;1 MIP Pack umber 2 START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36" SHEET SHEET 2 OF 2 O -0 -0 to RI W 1, W o r D m O z m m g o W R1 m z 57i -5112 < z 10-51/2' TT 42'-0' om * r 1. g�' Jo m nal .19 s K C C C C K 0 \ . o m Cn TT c -• r. 75 \ / J1 o- wm ii JZ 70. - : co a m m m g CO CO CO ren i A _ I 6A ^n /�/�CJ (7)• .12 \ I IR C. o MOM° D wCairC0aim v WO Jdi C z_zco.z,z_>m 14 e C.i ,mm�ZZ ,0,_c�� l_!�& a� ` ,JDmc�c.,3zr,�K, i -I a zZpmm>a)mDmZ ? XDZZO0�Oon7JM vmmmoooP,11 --.---"\ TIM � ci,3Z „,,z<< m. , a CJ8 . OO ,, ,, ZZpJ2 Dn• zalb IN 2 oCm0 IIVCDAmZ7JmD . . wCDpc?nz= Z ii CT 10121ii' .,1,.'- B , ju 7 80w co cn i 2 •• ,. 0 1 PA _ Mit” If \ CJ2 Po 21 •• .• . .111. LO P / -. , \ ' A' 111i:lin 1 J1 si '� 0 111 -cn vi ., e C12-10' 451. � �lC I C C 1 � O O n CONFORMS TO DESIGN CONCEPT �' CONFORMS TO fgeN--C4ACEPT o n9CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH 0.T, for L ®. . REVISIONS NOTED — REVISIONS AS SHOWN • 2 0NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING - REVISE AND RESUBMIT p. P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 0 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 UVtH IH1S SHOP UHAWINIi. MILBRANDT ARCHITECTS By: Arnold R. Solomon CT ENGINEERING INC Date: December 3, 2015