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Plans (101) 4 /iS 7-7,2e2/6 — 664/9'2 ) 7!X s& c—I — J I 1 I I { f I I I I I LEGEND: SS SANITARY SEWER Pacific `- _- - - — — — I — — — — I SD STORM DRAIN Community264 I I DLS1-11 —w WATER LINE �,•1_ ________.-- – 266 265.8 263.3 12564 SW Main street \— ® 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 26$ — — �_______�r „ , — — — — - ■ CATCH BASIN DATE; 1/15/2016 -----___.----- __ -270 y' I Mill �; + STREET LIGHT REVISIONS I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I 28.16'_ 40.56' 1 EROSION CONTROL I I — STREET SECTION, SEE I I © CONSTRUCTION DOCUMENTS I II I I - - III I I II ° I H�I ;I I I FI SETBACK SUMMARY Li 1 I I I I V I _ FRONT SETBACK: 12' ----� �__ ' 96 --1--� 1 I 1 L'_--_-1— _1 _ — SIDE SETBACK: 5' STREET SIDE SETBACK: 10' I III I 4,437 SF I I I I REAR SETBACK: 15' I I 95 I,8I ' BUILDING: 3413.2BD I ;i�iI I IPORCH SETBACK: 8' I I FF = 281.0 1 of I 97 I GARAGE SETBACK: 20' BFF= 272.0 0 I I I 4.00' Imo - ;I I 4.00' 272 a 11.41 I ' II I I N. •4. 1141 274`I _— I 276 I GARAGE 'II i IMII �II I ilium — — I■■II LOT COVERAGE: cq II ■ _ 278 IIII■■1; Im/ c I LOT AREA: 4,437 SF Ji I III I ,1 — — ---- I RIVER _6.00'_ A-- ' PORCH ' I 12,00' I BUILDING FOOTPRINT: 1,469 SF ° I PUE n I 22.06' _-- °� ° i_____ TERRACE — I '— COVERED PORCH: 153 SF W NORTHWEST IV �� ,. \ — �� �■�� _ CANTILEVER LIVING SPACE: 0 SF o II �, ;�, 0.98' / : 277 4:' , / COVERED PATIO: 0 SF g ;HT1/I I► / s--_\A .!k.r� -"\-- a . a,�iaimm�� 280 . g��7 —_1wa–k–iii� �r�rArms. _ DECK AREA: 208 SF co �` M �i rnIIIIIIhinl AA __ \� �\ V ', SIDEWALK \co LOT 96 M Y/ TOTAL COVERAGE: 1,830 SF PLOT PLAN a. co °' PLANT (1) STREET WATER METER ,, as TREE: 2"CAL. as SS I I nc t 41.2 % IR o 134 28.00' KATSURA TREE/ STORM LATERAL I CERCIDIPHYLLUM , I I ti ,� I IMPERVIOUS AREA: 2,363 SF a JAPONICA SS r, — SS /,fr, SANITARY LATERAL S o II��I �; / \ SW AMELIA STREET % 1 ; j h ',, -- r.-1–11."12-1-1M-111.111111.11.6111- - -----"Ellingimmill41•60111111mumillimijimmill0 RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OTIGARD 2S1 W6 CI Approved by PI nning PROJECT NO.: 395-037 /M/////) /)//l /� TYPE: CONSTRUCTION co Date. It') / / SCALE REVIEWED BY: PRE LOT 96 (R-7, MEDIUM) o co RIVER TERRACE NORTHWEST Initials: 1— 17380 SW AMELIA STREET 1INCH=20 FEET Q z PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM'" ,, .aa+„=." " `"'"' ,I� ' qualify engineered wood products for todav's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOLO ei.ocK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM-LVL RIGI D RI M" Posrs FR on Aeove ...M«-..x.,, , ro eEAR,uS ee�on. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �IY, ' .. ta,+.« SO c.cSODAS«e�ocKsBEARING AREA product i�,.-.P�+ _ ,III era cerAi�,e.MAro« ying supplierheother than Pacificris dthe Copyright strictly prohibited.Unauthorized use or ROSEBURG EOMI-PRODUCrS Rosman fOREssFRODucTs copying of these plans,Infringes rights under the Act.Infringes face liabilities that include �q `.. BELOW TO POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. j j 1 DPI 4 ' RFPf JOIST �,, , lO , ROSEBURG FOREST PRODUCTS- \OfCONTRACTOR NOTES: PE5/6N NOTE5: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "+ a R - MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNERPLAN DESIGNED TO MEET OR >�,0.`+"+�''=u�M -+"` ° 'S(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD IxFFi BLOCKING PANELS rvrze 3enlzleGrvnu ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 NTS. NTS. 4)VSE CAUTION WHEN GUTTING - FOR PLUMBING FLOOR LORD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VA OD 12DD START SHEARWALLS psf DEAD LOAD START 5LEEP/N6 AREAS: FRAMING FRAMINGTH15/5 A PLACEMENT PLAN ONLY 30psf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD HERE / HERE Architectural/Structural plans.Verify all (DOUBLE)11-7/5 RFPI-20 5 19.2"O.G. DOUBLE)11-7/8 RFPI-20 5 19.2"O.G. shear wall blocking g placement and connectors ROOF LOADING: 12" SEE SHEATHING NAILING ATTACHMENT NOTEIIIII / SEE SHEATHING NAILING ATTACHMENT NOTEIIIII CD Purchaser responsible for approving this 25psf LIVE LOAD I 1 2" 1ay0ut prior to any construction. 1 Tpsf DEAD LOAD Ii 1 I11 I 1 III —1 .II-II W aII�II_Ili 1 ::=11.„.--,10-- I = I I 1 1 11 'I l Ii 'I 1 II I' 111 it � 'I !11 iI t ® CONFORMS TO DESIGN CONCEPT I I CONFORMS TO DESIGN CONCEPT WITH I 11 I I n V 11 • III ii 1 III II REVISIONS AS SHOWN Jia J3 J 3 J3 Is -:i. _ J -1 J , 3 _ I _ _ _ _ I ❑ NON-CONFORMING-REVISE AND RESUBMIT 13 J9 .� J. 3 i J J3 �3 .J: ..B J IJ: - - - ": 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 1 iii 'I I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ii li I -1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE j II DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I 'I 11111 OVER THIS SHOP DRAWING. II it I II 'II lI By: Arnold R. Solomon Date: December 4, 2015 1 it ;� III j CT ENGINEERING INC II1,1 1 1F 11 I I I :11 ` ,1 1 fI IIA .E1...-,IL-- ...1.-...I.... j.l.__11. ,L..-..jJ-�.. _ 1J1 -1.1 JJ- -JI- 3_.L__. L .._.J _ II ._ I II_ II__ N 1 I I._ _1 O A I) I II- II III IN CONFORMS TO ocsSS CONCEPT -.__7Y -"1*r -er 1 _. 11-� J1- T ir 7 -.�5 i lir 1' _ 1 y1c_.3Ryl.yr: 1, 1,R 1 N ::-1 1 - r _.. r 5 J5 5 5 .-14.-- 0 .. _. , 1 1 1. S I. �.__.,,T. ._. _ Si Si 1 :::,_,./.12z. MIIBRANDT ARCHITECTS -. 1 SFa B: J le -11 R1 R1 ,-41 J3 I I 13 R1 Si Illi It 7 a�laasax 1 1 I ICB. r L'"s"rl�' I�I�I iT'166v1-4-1- 1 1J 6 l 1:1 1 J1 J, .1 11 It L I J2 Jit J2 Jr JB I J2 -1.I = II 1 iI 1 I I I 1_ 1 Ilia I PORCH PORCH IMPORTANT./ • I I REFERENCE INSTALLATION r--1 1-1/5 RFPI-20 5 19.2"O.G.—I I—11-7/5 RFPI-2O 5 19.2"0.C. GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 15-403(MAIN) LEGEND: POLYGON 3413.2 ABD BASEMENT WITH JOISTS Mris* Materiel Width Depth &rade Ng Gut Lth Tot Lth Filler blocking is not structurally required provided both �H --HANGER GALLOUT J1 RFPI-20 3/4 1 7/5 3 6 1e I-Joists are continuously laterally supported by pack t umber J2 RFPI-20 3/4 1 7/8 6 14 84 connection to the sheathingat the to flange.In ® -SUPPORTING POST J3 RFPI-20 3/4 1 7/8 44 20 880 p g Ja RFPI-20 3/a 1 7/a a 2 8 addition,the joint in the sheathing shall be positioned & TRUSS COMPANY ® -POST LOAD ABOVE Js RFPI-20 3/4 1 ve 13 a 52 /^� over the center et one of the two top flanges to assure R 1 OSB Rim 1 7/8 9 16 144 shear transfer between sheathing panels. R -RIMBOARD 51 BIG BEAM 5 1/2 1 7/8 2.1E 6 6 LB -LVL BLOCKING B2 BIG BEAM 5 1/2 1 7/8 2.1E 16 16 x ,a 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 53 BIG BEAM 5 1/2 1 7/8 2.1E 14 14 2.1/16' 2s-1 PLAN DESCRIPTION/NUMBER:3413.2 ABO BASEMENT WITH JOISTS JB -JOIST BLOCKING 54 RlgidLam LVL 1 3/4 1 7/5 1.5E 20 20 � e s`�� 3-or 55 Rigid-em LVL 1 3/4 1 7/8 1.5E 14 to CUSTOMER: POLYGON J -JOIST GALLOUT 56 RlgidLam LVL 1 3/4 1 7/8 1.5E 4 4 DBL I-JOIST WITHOUT FILLER CONSTRUCTION BO bax z ,a T ,a T 2a z 20 z 24PLAN DATED: 11/23/15 J51 5I-K6 1.75 LVL 1 3/4 1 7/8 1.sE 28 3 84 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Acceeeorlee m. DESIGNER: RANI L.HENDERSON DATE: 11/2//15 H1 MIT41198 21 BOO-BEAM BY OTHERS H2 MIT 1 1.85-or-ITT 1 1.55 25 PL. 1 5—405 MAIN SHEET:2 Of 3 • PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" „ quality engineered wood products for today's builder." uu�„ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. m The plans maynot be re-used or copied.in whole or part,without written permission from Pacific Lumber /1/ I iii Comany.whih retains copyrights to,and ownershiof the plans.use of tese plans by any other RI GI D LAM"LV L RIGI DRI M" SOLID CLOGS A,.,. POSTS FROM ABOVE TO MAKING BEAorv. n,,,,a,�,-,,, , ,r�rA�'sOUAs«e,.ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or auaa rouest PRODUCTS ROSEBURG tovtsrIWODUCes \,_, "�-� . , BELOETOPO MATO« II copying of these plans,infringes rights under the Copyright Act.infringes face liabilities that Include / BELOW TO POsrAsove. penalties of up to 520.000 per work infringed,and 5100,000 per work infringed willfully. 11! OPNkRFPFJOIST .- . 1/ 4. ..---lti% CONTRACTOR NOTES: GES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 5F2E a"- =Z:'�"' 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED EXCEED THE OMEET OR LIVE LOAD (UNLESSSS NOTED O D OTHERWISE) 3)ALL BEAMS PER DESIGNER'S FLAN DEFLECTION CRITERIA RFPI BLOLKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. NO'S. 4)USE CAUTION WHEN CUTTING LOFOR PLUMBING FLOOR DVA LIVE LOAOA D 5)PROVIDE PROPER SUPPORT AT ALL 42psf SHEARWALLS 1 2psf DEAD LOAD 5LEEP/N6AREA5: TH1515 A PLAGEMENT PLAN ONLY. sopsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. Architectural/Structural plans.Verify all START shear wall blocking placement and connectors ROOFLOAD/N6: STARTI I Purchaser responsible for approving this 2Spsf LIVE LOAD FRAMING I I FRAMING layout prior to any construction. 17psf DEAD LOAD HERE \ PATIO i — i PATIO / HERE 1 r 1 e q .H�O - 1 r r li ��11. I 1 II ____ . 1 ® CONFORMS TO DESIGN CONCEPT III ❑ CONFORMS TO DESIGN CONCEPT WITH I REVISIONS AS SHOWN • :—+ t- �. z- : _ ❑ NON-CONFORMING-REVISE AND RESUBMIT .T.+.JB-gII THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 J1 ,1 _1 J1 ..1 J;1 J1 J1 J1 J1 _p ,1 J1 `1 .. I1 .111 J1 J1 1 I1 J1 ..1 J1 1 .,1 J1 J1WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 1 j• e 1 FABRICATORiVENDOR OF RESPONSIBILITY FOR CONFORMIANCE WITH THE 1 i i II I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I i1 I OVER THIS SHOP DRAWING. I 11 R 1 R 1 1 By: Arnold R. Solomon Date: December 4, 2D15 ii � 1 r Jd2 J J P 1 _¢.iP _4..2 2 I1 1 CT ENGINEERING INC 1 ,1 I 1 I � Il I I ®�oRF1 I,ra I ORMS TO DESIGN CONCEPT ✓ �,� Al.a.""" w1�:. e�. _ MILRRANNT ARCHITECTS 1 11 1 I 1 A [1`,E, I 1 1 I I I • IMPORTANT/ I I REFERENCE INSTALLATION PORGH 1 I PORCH GUIDE FOR ALL FRAMING I I DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-403 (Basement Floor) Pacili �i ����� � POLYGON 3413.2 ABD BASEMENT WITH JOISTS (H ?—-HANGER GALLOUT Mrk• Material Width Depth &rade Qty Gut Lth Tot Lth J1 RFPI-20 1 3/4 9 1/2 15 24 960 ® -SUPPORTINGPOST & TRUSS U .7J BASEMENT FLOOR JOIST LAYOUT �+ �+ J2 RFPI-20 1 3/4 9 1/2 9 34 306 .:' COMPANY ® -POST LOAD ABOVE 13 RFPI-20 1 3/4 q 1/2 1 22 , 22 SCALE: 1/4"-1'-0" R -RIMBOARE, J4 RFPI-20 1 3/4 9 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4 J6 RFPI-20 1 9/4 9 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:5413.2 ABD BASEMENT WITH JOISTS JB -JOIST BLOCKINGCUSTOMER: POLYGON R1 055 Rim 1 9 1/2 5 1 6 80 J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 26 3 75 PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) 152 BLKG 1.15 LVL 1 3/4 9 1/2 1.8E 25 3 15 DESIGNER: lG4M/L.HENOERSON DATE: 11/21/15 NOR -HEADER(BEAM BELOW JOIST) BBO-BEAM BY OTHERS AH 1e5ITH01/P50-or-ITT9.5 4 , PL 1 5-403 BASEMENTFLOOR SHEET: 1 of 3 POLYGON 14" OPEN WEB JOIST @ 19.2" O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING o g Products — N PIotID Length Product Plies Net Qty 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 �RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT '] I RM1 8-00-00 1"x 14"APA Rim Board 1 1 r] CONFORMS TO DESIGN CONCEPT WITH HVAC RUN RMI 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN O " RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE : - BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 g N NN N 'N 'N N N :N '.N t` /... cy, BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 OVER THIS SHOP DRAWING. 0, 0 0 0 0 0 0 00 0 LL LL LL ILL LL LL LL LL LL U- ILL u_ 2 OO �O O O O O O By: Arnold A. Solomon Date:December 3, tots LL LL 1L u- }L LL LL ILL , BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC BK1 5-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TODELGNC0""; BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑0 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 420100 ® BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS - - _� 13M1, —jJ 00 AM C ®teEt as 1 1 0 '3 i*. . ^ —_. .— - A =,=-+> •Tom— — O 14 B 0 ACCESSORIES QTY \v/ u1RM1J ® TH017140-2 44 ��., /�.� II I © HUCQ1.81/11 5 HVAC RUN ' I CI II 1 1x14 OSB RIM FOR SHEAR BLOCKING 25' LI( I N mY I. tI 1 BKI_FLOOR LOADING% BLOCKING O 0 O 0 0 O I0 RM1-RIM BOARD 40 LL L LL I u. ILLL LL L LL LI.I. r) 0 LL I 15 DL y LL SII v v v 1RM1I h U- LL u- REFER TO STRUCTURAL PLAN FOR ADDITIONAL I. POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. I' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. l arJl2 IBKJ]--��} I FLOOR DESIGNED TO MEET OR EXCEED.1480 DEFLECTION CRITERIA 1 Kt I. r.F= er A — r-: ,2-0°1 _1 I1G s -o--=� tl ((A�� B II �BM61 I 37S.-14.; II I ` r----ISM161 -IBMS' RM1 IBM6I U/ "0" 6-08-00 4 O II� -` Ill E, R I ==.1 �I Pacrb umber START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. ,I/ \I JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 0 0 m co rn wa w0 n m -% -am urn io AC) CA) w o W m m Z 53'4112' oTT-71----go J S KCC CCK Jo m n ;� 0 o o , C n T T 03 v.) -.< , 2 � \ b J1 3 om II a r ,v, °'0. J2 - _ a y •• N .. D m m m cMM cn ti co m a CD 0 0 0 � 0 e cc w N z wm A li O ( ) o A) �� � � 2 a IS — Q Om �Omo > ElfuaM 49$0 E C \ z ........ 9 J a: mm---zmzzli*O OID CAA y y; * �(nm0 - m J�_ iTmmmmmm O OzzOmz› mpzz ,K CA �-1,mmo2o0ocoo PJ10 0 ,c o-ufmflnmmzAwCoa nxm-iDm D_1� -O000�m�Fxo�mN zm,izz0-mccomv PJ2 .. , (3) m puir -lomx N 11111Mp cr JO cn c,c -ipoc53 m ox y11; K co : r:ii �.� AL1' s t "iv VA I \.\- I�\ cJ2cr 1 Pa A e J1 SU3 X2 CIO \P Al 12- E0. riy ,�, 0 4 e 02'-10' 461. 1 gra C 1 I CCK 4k• X CONFORMS TO DESIGN CONCEPT a2 Z CONFd 6EPT no 3 ® CONFORMS TO DESIGN CONCEPT WITH El CONFORMS TO DESIGN CONOFPT WITH O _ REVISIONS NOTED _, REVISIONS AS SHOWN_y t w 0 NONCONFORMING-REVISE&RESUBMIT E NON-CONFORMING— REVISE AND RESUBMIT 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 0 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE co PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 UVhH INS SHUN UHAWINS. MILBRANDT ARCHITECTS By: Arnold R. Solomon CT ENGINEERING INC Date: December 3, 2015