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Plans (60) LEGEND. —SS SANITARY SEWER Pacific -- r -- I � Ili —s>� STORM DRAIN Community I / I_° ° .. '"� w _ 14 w WATER LINE Design x p I ^>� Q 12564 SW Main Street _11.... _______11_ — — — 4— J MANHOLE Tigard,OR 97223 1113 ` ,4 u.i f & [I]503-941-9484 J I _1 de Q % CATCH BASIN 3. DATE: 8i17i2017 310.8 il 315.7 r < 75 15/ 315.7 I ! Z C REVISIONS -1 F—T-r-x1 r-r1-r-irr-r 4-r-, k. r-r-4f"?-r-ra^T ' 65.�',,♦,ows."imeIoN ll�i> _ \ -"'-tn L'==' NO. DATE DESCRIPTION , � STREET LIGHT \ f to;`` 6.00' 0 Q � ` STRAW WATTLE PERIMETER .04r a 14.96' , EROSION CONTROL _ :\ — - 1 _ .,4 PUE, TYP. 24.75' i, ",,.`. ,,..,. `r' ` s — r — _� �+ FLOW DIRECTION ARROW r, \ STREET SECTION, SEE ( .,........, \-\\ -- -1, 1 \1x,�J --- -- --- -- - (! CONSTRUCTION DOCUMENTS • 5.00' -�� I 6 003 SF I $. _II 4 I ..'7 SETBACK SUMMARY E x L = BUILDING: `` 6, / ` FRONT SETBACK: 12' ): (2) KATSURATREE / SIDE SETBACK: 3' -�� ; 5019DD I' ^' # ` CERCIDIPHYLLUM — [ 162 i Iilr FF=321.91 ) E,��■ JAPONICA STREET SIDE SETBACK: 8' r. x :� FRONT GARAGE SETBACK: 20 o 1 1I� I; I 0 FRONT PORCH SETBACK: 8' r . 1313 x REAR SETBACK: 15' 4. 1 31. pill /�C 1 r t A T REAR COVERED PATIO SETBACK: 10 I I 316 "Ma GARAGE I 317- m�V I I ./r 3389 �� ..FYI■ , '1 her,, , , 1 ct LL, w _ t-- z; '�- � .wONMINIMMININIIIIIIIIIIIii 411.6 1000' LOT COVERAGE: �, y 6.00' ; , L� i - -- r�PORCH - ---' ,,���r . RIVER PUE, TYP..-—ti'- 1rx ,,r �� g `SLOT AREA: 6,003 SF ,o - -___L__ — r' 320.0 I 20.00' �— -18.50' � ' TERRACE n _ _ — — — —16.00' r ,�. ,'I��►o"47L"11117414° 4 BUILDING FOOTPRINT: 2,341 SF': �� VISION EAST _ :_._ _►�. 1 � I r rrr.. ��r'il��. r. CLEARANCE COVERED PORCH: 62 SF o / 51.0' ' 319.1 TRIANGLE - - co `" �tl ° ,ax A COVERED REAR PATIO: 0 SF c. o lx A —NO CANTILEVER LIVING SPACE: 197 SF .-) IF s. WATER METER STORM LATERAL 161 9r Tibli-•� 55 / C '�,; DECK AREA: 0 SF PLOT PLAN a� (1) YELLOWWOOD / SANITARY LATERAL o ' '� �'�, CLADRASTIS �9p 44 d TOTAL COVERAGE: 2,600 SF - B S KENTUCKIA � 1 43.3 % ci Ilik'° ' SW FRIENDLY LANE ____y o ! /: IMPERVIOUS AREA: 3,275 SF 5 U v 0 .iTY OF T IGARD POLYGON NORTHWEST (503) 221 -1920 `pr�'veYV 'ianning (1.-D O Date. 5_0'1 � I _ \. D �,� �.�_ PROJECT NO.: 395-041 251 W6 TYPE: CONSTRUCTION e nllalS. SCALE REVIEWED BY: PRE Lo LOT 161 (R. 4.s LARGE) __ _-. __ . ,o 20 co RIVER TERRACE EAST 16549 SW FRIENDLY LANE 1INCH=20 FEET I? PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. /'� f'�, AAA���� The plans may not be re-used orstocopied,in nor part,he plan.writtenUe f permission from Pacific Lumber RIGI Dff}1Mi"LVL RI GI D RI M" Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other PORliiid�' product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or i F,oauc1 lOaiilUi�Pi71�I1MOOV6n copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ) 40,1***44 RFPFJOIST START START • FRAMING FRAMING CONTRACTOR NOTES: PES/6N sores: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 9-1/2 RFPI-20 6.16,"O.G. 9-1/2 RFPI-20 0 1 6'O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA / (UNLESS NOTED OTHERWISE) OF L/430 PATIO PATIO . 4)USE CAUTION FOR PLUMBING HEN GUTTING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL FLOOR L E LOAD I R1 R1 / SHEARWALLS 1 2psf DEAD LOAD �.. " n - n e n - a . . . . . - • I I '—] „ „ ,. Ka 1 a{ SLEEP/N6 AREAS: av r � � � THIS/SAPLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD / Architectural/Structural plans.Verify all 51 R 1 shear wall blocking placement and connectors. ROOFLOAD/N6: r Purchaser responsible for approving this 25psf LIVE LOAD /` layout prior to any construction. 1 1psf DEAD LOAD J2 J2 v N ry p` J2 J2- N6 �,� 5 1 _ - - - — — R1 R1 lrf .«mow `" " ...0M. 1 J1 - 1 p J1 J1 R1 b� w�» _. - - - 'a-' —e-4- _ ,.-,•-r•-��,r�-.,—s.-�•8---9- -i---.,--ms's �,wa" J3 / -3 E� i'�:w . J3 JS J3 J3 J3_3 J3 J3 J3 J3 El • ' • ® J3 J3 J3 J3 J3 Ji J3 J3 J3 J3 ''�' 51 111-1 1/:," 1 1'-1 /2 51 ' J3-3 J`3 J3_3�3._3..3 J3 J3 J3 J3 J3 J8 J$JD JB J3 J3 J �c J3 J3 J3 13 J3 _ �� / . .o > wwaw,r ..,w.. R1 i' 51 .�-�e- ..eex -m —.—. .K _ RFPI'BLOLKING PANELS rMTH BEARING WALL ABOVE — • Zi—. .—..--..— BR>P91 B! 7 o {01 63a iiiAl R1 R1 - •II I� - rERoe,A2.11BLO •_ BOWTOPOSTABOVE. .111111 .�r POST LOAD TRANSFER DETAIL 5.15. / ©CONFORMS TO DESIGN CONCEPT yY ❑CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING–REVISE&RESUBMIT / THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FARRICATORNENCOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. � PORGH — PORGH By RaBHauff Date 10/26/17 I 1 I I MILBRANDT ARCHITECTS CONFORMS TO DESIGN CONCEPT IMPORTANT/ ® REFERENCE INSTALLATION ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING PL 15-4 10(Basement Floor) REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION ❑ NON-CONFORMING-REVISE AND RESUBMIT POLYGON 1PDDL-SG THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LEGEND: Mrk+ I Materiel I Width I Depth I Gred ON Out Lt�l Tot Lti WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o-- B 1 RgdLam LVL 1 3/4 9 1/2 1.5E 2 4 3 FABRICATOR/VENDOR OF PECIFICITIOISY FOR CONFORMANCEWWIRH THE umber H HANGER GALLOUT B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 DESIGN DRAWINGS AND NGECIFICATIONS ALL OF WHICH HAVE PAIOAITY JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 10 3 30 OVER THIS SHOP DRAWING. ® -SUPPORTING POST JB2 BLKG RFPI-20 1 3/4 9 1/2 1 3 3 39 By: Arnold R.Solomon Date:Oct.2S.2017 & TRUSS R 1 , S S COMPANY ® J1 RFPI-20 1 3/4 9 1/2 2 22 44 w V -POST LOAD ABOVE J2 RFPI-20 1 3/4 P 1/2 2 14 28 CT ENGINEERING INC R -RIMBOARP J3 RFPI-20 1 3/4 9 1/2 24 26 624 10515 5W ALLEN BLVD BEAVERTON,OREGON 9-r005 (503)555-9663 LB -LVL BLOCKING R1 OSB Rim 1 P 1/2 1 16 1 1 2 PLAN DESCRIPTION/NUMBER: 1 9DDL-SG JB -JOIST BLOCKING J -JOIST GALLOUT Accessories H1 l TBASEMENT FLOOR JOIST LAYOUT T 9.5 4 PLAN DATED: POLYGON 5 B -BEAM(FLUSH w/JOIST) SCALE: 1/4'- 1'-0" DESIGNER: KAM/L.HENDERSON DATE: 12/3/15 HDR -HEADER(BEAM BELOW JOIST) BBO-BEAM BY OTHERS PL 1 5-4 10 BASEMENT FLOOR SHEET:1 of 3 CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 21314 ® CONFORMS TO DESIGN CONCEPT ROSEBURG FRAMING SYSTEM" 1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for todov s builder" 2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ❑ CONFORMS TO DESIGN CONCEPT WITH (UNLESS NOTED OTHERWISE) The plans may not be re-used orsto,copied,in wholeeor part,without.written permission from Pacific Lumber REVISIONS NOTED RIGIDLAM'LVL RIGI DRI M" Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ❑ NON-CONFORMING-REVISE&RESUBMIT WdOUab FORM'PRODUCTS 110N/IMO roam moment (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 4)USE CAUTION WHEN GUTTING penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F■ I JDIST FOR PLUMBING FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 5)PROVIDE PROPER SUPPORT AT ALL DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE aGaNaaO SH£ARWALLS PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 TH/5/5 A PLACEMENT PLAN ONLYMILBRANDT ARCHITECTS DE5/6N NOTES: This layout is to be used in con junction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all OR shear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT DESIGNED ED THE TO LIVEL OAP Purchaser responsible for approving this SCALE: 1/4"- 1'-O" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/480 FRAMING 3'-3 1/4" 3'-31/4" FRAMI FLOOR LOAD/N6: DECK I DEGK 4Opsf LIVE LOAD HERE \ \R1 ,i (2)53I I F / 1 / RE 1 2p5f DEAD LOAD R 1 R 1 (2)B3:-::-- .- R 1 -1-- r_- � 5LEEP/N6 AREAS, J JH J - Ill 30psf LIVE LOAD r 1 2p5f DEAD LOAD R 1 J I �7 •�1.1 �► 03 - I� r V u �i —_- _• s — 1 ROOFLOAD/N6: -- _, TMT 25psf LIVE LOAD ▪ `r`r 0 Si n1 U `r �qp 135___I 1 Tpsf DEAD LOAD JC - +a--- - f - } .o z m �9 - -�.— _ - J1 - -- PI 1 - i AM — 5-j x Jam— t_ N i- ® z -1 8 ,�1 _ - i f ri J �1 TV x 4N ry _� _ _�- .o. 9w.,xn w J J1 - d d y d - __ Ell Lx ,�i ce. I JI A J� VI- F _ J l- - \E� i .24" �l A Q GN c 24 ,LU -y$=� ' -a.N • • - —_ ▪ _ _ - W ' 0 W — J1 /1 ----r,- R 1 m = m m R 1 = .., — - •- J-4-- = m r.,. /� — — _ — _— o z Q _ J1 = . . I �� s -i 11 : 1: JC Imo0 — = 1W nl = J1 _ —_ - - ==Q� i, .0 RFPI'BLOGKING PANELS NITH BEARING HALL ABOVE _ _ - NTS. ® -1 S II' Ji 4 = _ -,111 R 1 O �B 1 ,- �.___. --r:.:::$4 _ _...::.:.- \J Tl.._:::-_ . .. _ R 1.._ ...:-_._.. I c0`f R 1 .k1 K - -- -- - - J1 - - - J1- ----I e -II V1 SOLD BLOCK ALL i .111EPER VEVA.16 1-1P1,11BEARING,AREA OF SLOGKS Jr2 I JI .I BELON TO Post Aeove - TINE �IIM r.... ..1. _+,___ J:�2 pPiT ..:T- ��V iEt 4L - -. ��- _17L RL IIIA nAINn .:_..._ ::::-:_.B.c. _-:-: :-- �_- .,.._;.mac_ -- --J3 5'-4 1/2' .. 1 0'-3/8" "I R1_151 R 1 0a .�I� 1 8'-4 /S" 7� POST LOAD TRANSFER DETAIL N.TS. Jam_ IN �- -2 •I J2 i �I"TI'--Tr-Tr '"Tf-r--TT-lrr .rYr ~rr::_-"B �--Tr ■ �1.5�Bjp B1,0�R1 R1.. B10 3110 JB1 ,1,,i JS.k3_9..6 J9 JB J3 J9 III,- -F` I J8 .8 S Jb J¢ 11 1 I I-----r 13-11-,-----^-H1e— R n PORCH PORGH IltIMIE R1 UPDA 1021 71414- PL HwPL 15-41 O(MAIN) CONFORMS TO DESIGN CONCEPT POLYSDN 10DDL-611 IMPORTANT/ El CONFORMS TO DESIGN CONCEPT WITH ,11111111 RI, am » REFERENCE INSTALLATION REVISIONS AS SHOWN ■ERMIfElll_____ �l GUIDE FOR ALL FRAMING ❑ NON-CONFORMING-REVISE AND RESUBMIT �I .��d �l DETAILS AND I-JOIST INFORMATION MUM THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RI-C1.Mn f :»j1 ��. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �. M:3 - IIIIMilLlI 1Illilf7lln0EZal WITH THE ENDOA OF RESPONSIBILITY FOR CONFORMANCE IRISH THE wlinur>^ �Illf�CR IIEIIE�t� LEGEND: DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �Zlli[il �f�Llw-tusa alt C Ifs 1l ami iru pacm4umber OVER THIS SHOP ORAWING. l dpiH---HANGER GALLOUT [ DNQ]ii71 Filler blocking is not structurally required provided both By: Arnold A.Solortmn Date:Oct.25,2017 _ I-Joists are continuously laterally supported by ® -SUPPORTING POST CT ENGINEERING INC '' T- �m� connection to the sheathing at the top flange.InCOMPANY r� »fA� addition,the joint in the sheathing shall be positioned & TRUS ® -POST LOAD ABOVE arid' '"li�7�fmiltlITLm�d"iincl• over the center of one of the two top flanges to assure R -RIMBOARD IIIMIK24;triMaiVINIZIMOVNINFIBIMIEINIMIIM 7 shear transfer between sheathing panels. los10515 sW ALLEry BLVD BEAVERTON,OREGON.11005 (503)858-9663 LB -LVL BLOCKING ialLtM tN til lik 1MnM ""°a"''' - - -- II� PLAN DESCRIPTION/NUMBER: 1.11201..-56 JB -JOISTBLOCKING ■:El KIIIIII// s7m "'e `„' z''z Y''' CUSTOMER: POLYGON - - illm� N"avam� m" Mae max J BEAMJ0157 GALLOUT A —�_ I' a m." ,a m" m. " m« m" m. PLAN DATED: 11/30/15 B -BEAM(FLUSH w/JOIST) IIIMIIIIIINIIIIIIMIIMINIMIIMIIIIIIIMIIIIIIMINIIMMII DBL I-JOIST YVITHOUT FILLER CONSTRUCTION u HDR -HEADER(BEAM BELOW JOIST) - - N.rs. r z z za z za r za DESIGNER: KAM/L.HENDER50N DATE: 12/3/15 BBO=BEAM BY OTHERS Ii�� �� m�p p _ �� r 1 -4 1 0 (MAIN) SHEET:2 of 3 START FRAMING HERE 9-00-00 8-00-00 t 4 6._ ® .. ® . . -_� p _R, � 24"OPEN WEB JOIST @ 19.2"O.C. MOVE JOISTS +1- 4" TO AVOID PLUMBING o c. �*1'' 4 n. I : POLYGON ® 19DDL-SG PL15-410 UPPER u. 10120/2017 ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH L �''y . Lt IL - IL LL — ` L`1 ` ., LL `= REVISIONS AS SHOWN ;n1 Products ❑ NON CONFORMING REVISE AND RESUBMIT PIotID Length Product Plies Net Qty THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 13-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ,` L cv L L a i% FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Q : BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 OVER THIS ArnoldSHODAS505WD EErNo�9yW145-,., BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 .ETON[.COST �� By: old A.Solomon Date:Oct,25,2017 CT ENGINEERING INC BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 2 11-06 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 X F" — -aa�,.'-- _I1._J4__.l� __IL_l_�_a_IAM4�--0---P'--6i--°-_Si-- ❑X CONFORMS TO DESIGN CONCEPT IBM6I v --c--v--7_07:0-9—v-— —v--v—R'-- a IN SN I ACCESSORIES QTY ❑ CONFORMS TO DESIGN CONCEPT WITH F REVISIONS NOTED r_ R F2E _ ZI e HiT424 50 ❑ NON-CONFORMING-REVISE&RESUBMIT 2X4 DF#2&BTR FOR RIBBON 186' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '' - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I'(.'. PRIORITY OVER THIS SHOP DRAWING. By Rae HaNuDate 10/26/17 ^ a Y 0 BK1=BLOCKINGRM1=RIM BOARD FLOOR LOADINCi4D LL15 OL MILBRADT ARCHITECTS �) — ti' T r_ L1 « I a .L L I I I I 1 O F 0i I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA I 2F. F28 F.:'i: P ® L A �... 11-05-'2 .. - .M2 ® IBM5( il_ FMINI > ���k,��� I y, r 41 �+D I::: < I 2'3 i 3III 1`1 III I'5-00-08 , F2L I;'8 I F/I `R` �� I DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifiumber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 3 OF 3 50'-0" 1.. 11'-5i 1/2" I38'-6112" L 6'-0" .•- N i \ , . , , o CM J2 =____= _?=" -- J2C I 1GI', � -_ J3C kr J2 -_ __ J5C J3 - 6:1 , J6C J5,_._. / / J8 6: I g o, J6 8 , 4 ', c , J9 J7 — 8 / / _ J10 4 J9 - - - \J11 (21_ J12 .? LCJ10 0 - - - J10 o S o 8 -- ,c:rz- ' - - - 6:17 N W CJ11 (5) R DJ13 (4) 8 - DJ14 CJ1216:12 - DJ15 CJ13 10:12 B1 (2) CJ14 m SJ6 —Air " " _ SJ4 ki SJ3 __ lill 10:12 I1 I I N �Q • Y `' Al p6:12 `_�' 4 Ii, / I I \/ `8 c ir L I. 20'-S 1/2' -I 501-0" i- 201 -0" X❑ CONFORMS TO DESIGN CONCEPT E CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By: MRP Date 12/15/2015 By Alexia Fukui Date 8/12/15 CT ENGINEERING INC MILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/19/14 PLACEMENT TRUSS CALCUILATIONS A LY.REFERD° ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-D POLYGONINFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS mber TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO 0 D II J`T + 501- / D CHECKED BY: REVIEW AND APPROVE OF ALL 0M NY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. v GARAGE LEFT 3/32" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.