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Plans (56) q 5.A.,\D t--i24-€4Thal\A_?"")* MS i 0 I LEGEND: —S SANITARY SEWER Pacific ,J VIv_-_,; .LI=. oI'I I I I SD STORM DRAIN Community 311It Design = \j‘ � I L\ 1 —w WATER LINE Desl __LT_- 12564 SW Main Street ///jjj MANHOLE Tigard,OR 97223 1y\ 1 [f]503-941-9484 312...___..-__._ I 316.0\\ — CATCH BASIN DATE: Si17i2017 317.3 ,, •s araiormum ow aarEPiwrmow= .� ,..e.�.. „� 60.0 ...,e,.,m®,�.....,,,...�...��,�”...R �.,� ... ..,+, .. REVISIONS \ \ — — STREET LIGHT NO. DATE DESCRIPTION — — ,y — 14.96' — — — STRAW WATTLE PERIMETER Ir 24 75' 1 r' `" EROSION CONTROL r`-- -0. FLOW DIRECTION ARROW -n— ,— —I i ___ 1 ----I I • . I STREET SECTION, SEE --- i I i ' c © CONSTRUCTION DOCUMENTS iI ---- 164 t 5 00' _ 5.00' I 5,580 SF I °' lI L \ rt, SETBACK SUMMARY .. ., I I BUILDING: FRONT SETBACK: 12' 6'. a E �•�`, I 5019BD ; SIDE SETBACK: 3' 0 16 `.''�..:� FF=328.61 o 1 163 STREET SIDE SETBACK: 8' r. — II I os i FRONT GARAGE SETBACK: 20' o �� I I FRONT PORCH SETBACK: 8' N 313 REAR SETBACK: 15' t �, ,2 L �/ Q —— — 322321 GARAGE 11111111111111 j REAR COVERED PATIO SETBACK: 10' v 323 I ( ism _III 326325 2� �� (MAS --327 . _ I 6.00 -- -- —>,— — — .'�L n-- riffA �.� LOT COVERAGE: ------ 3 �:,2,� PUE, TYP. 1 PORCHo n — — RIVER 20.00' L -- _- -18.0 — LOT AREA: 5,580 SF TERRACE - - - - -- - - - — - - -11 A5'- - - -- 325.1 — — — — ' BUILDING FOOTPRINT: 2,364 SF EAST rm, r_o iII� r COVERED PORCH: 232 SF 0 , � I ► 6o. lil� WATER METER � � : cn / �y V 0. COVERED REAR PATIO: 0 SF " ... CANTILEVER LIVING SPACE: 197 SF ,,� SS ., I1 11111111r (2) YELLOWWOOD / ��! 164 SANITARY LATERAL 3 411 CLADRASTIS DECK AREA: 0 SF PLOT PLAN a� ,, KENTUCKIA o '' TOTAL COVERAGE: 2,793 SF r _ ;, SD SD SD SD Sr e./ --''''''/ STORM LATERAL >. E AhB ; SW FRIENDLY LANE , ■ 50.1 % 13 r wr�..rr ._._AllaW ME I IMPERVIOUS AREA: 3,550 SF 17_ _ ,_ sU Nr 0 a 2 POLYGON NORTHWEST (503) 221 -1920 a PROJECT NO395-0410 2S1W6 t!y Y Ut I _/AHD TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE Tr uS LOT 164 (R-7, LARGE) Approved by Planning ,o 20 co RIVER TERRACE EAST Date: I2311, 0 16649 SW FRIENDLY LANE initials: 1INCH=20 FEET Z PACIFIC LUMBER COPYRIGHT 21115 ROSEBURG FRAMING SYSTEM'" qua6ly engineered wood products for today's builder" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM LVL RI GI DRI M" Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG BEST PRODUCTS roSESmARO SORES1PRODUCTS 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 8100,000 per work infringed willfull4. RFPI JOIST START START FRAMING FRAMING CONTRACTOR NOTES: Pe5/6N NOTES: 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 a 1 6"O.G. 9-1/2 RFPI-20 a 1 6"O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 PATIO PATIO 4)USE CAUTION WHEN GUTTING FLOO LIVEO I I 5)PROVIDE PROPER SUPPORT AT ALL FLOOFOR PLUMBING R L LLOAADD Iff R1 51 I SHEARWALLS 1 2p5f DEAD LOAD r n 1 n n n n F ( . e r n.fPG 1 a r SLEEP/N6 AREA5: TN/5 r5 A PLACEMENT PLAN ONL Y. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2p5f DEAD LOAD Architectural/Structural plans.Verify all R 1 1 shear wall blocking placement and connectors ROOFLOAD/N6: - - Purchaser responsible for approving this 25psf LIVE LOAD 1- Vt ayout prior to any construction. 11psf DEAD LOAD ....,,, rn BOB —J2 JQ cr 9' 1V h R1 J1 J1 51 R1 - Ri a """ X32 eJ6 A -e °r-. y s 1 - `r" �-.i - - s sty -:1 e •t. •a-- hh -. ��1 e f ---. - -.. .� n -w -.«.�.+. 1 J3 _I aE� _B J3 J= JB J3 JB 43 JB J3 JS - J5 J3_3 J3 J3 J3 J3 J3 J 51 - - 1Y-1 1/<-" - - Y 1 '/2 , R1I \ ..I--gi J3 J3 J3 J3-3_3 J3-3_3-3_3 J3 J3 J J J J J J J J- �1e '.14° ,741wE...00nmw",." 51 21 ✓ I e II ,",. -._._ ._._ RFPI BLOCKING PANELS WITH BEARING WALL ABOVE T" '1 - - 11 �J \\I' 1y, '1 1 .. B /IRIG. BI> 1 R1 R.1 1'� �IC ,Ii 'j BEARING AREA ../� e�wroRFBove. ,.441:,.., M!h POST LOAD TRANSFER DETAIL MTS. ZI CONFORMS TO DESIGN CONCEPT ❑ 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 REUEVE THE I I I I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPUCABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, By Rae Hauff Date 10/26/17 PORGH PORGH MILBRANDT ARCHITECTS I I /MPORTANT/ ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION GUIDE FOR ALL FRAMING ❑ CONFORMS TO DESIGN CONCEPT WITH DETAILS AND I-JOIST INFORMATION REVISIONS AS SHOWN PL 1 5-409 (Basement Floor) ❑ NON-CONFORMING-REVISE AND RESUBMIT LEGEND: POLYGON 1 9BDL-SG L THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �\ Mrk# Material Width Depth Grad ON Cut Lt Tot Ltl1 ROTH THE DESIGN CONCEPT ONLY AND DOES NOT BELIEVE THE ( H }--HANGER GALLOUT l I I G l FABAICATOAIVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE a� um er ®/ B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 5 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY & -SUPPORTING POST B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 OVER THIS SHOP DRAWING. TRUSS COMPANY ® -POST LOAD ABOVE JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 10 3 30 By: Arnold R.Solomon Date:DCt.IS,DOLT R -RIMBOARD JB2 BLKGRFPI-20 1 3/4 9 1/2 13 3 39 CT ENGINEERING INC J1 RFPI-20 1 3/4 9 1/2 2 22 44 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 L6 -LVL BLOGKING J2 RFPI-20 1 3/4 9 1/2 2 14 28 PLATT DESCRIPTION/NUMBER: 1 96 DL-5G JB -JOI5T BLOCKING J3 RFPI-20 1 3/4 9 1/2 24 26 624 POLYGON J -JOIST GALLOUT R1 OSB Rim 1 9 1/2 1 1 6 1 12 PLAN DATED: 1 /30 5 • -BEAM(FLUSH w/JOIST) Accessories BASEMENT FLOOR JOIST LAYOUT NOR -HEADER(BEAM BELOW JOIST) H1 I ITT9.5 4 SCALE: 1/4"- i'-O" DESIGNER: /GSM/L.NENDER50N DATE: 1 2/3/7 5 BBO-BEAM BY OTHERS PL 1 5-40 9 BASEMENT FLOOR SHEET:1 of 3 IM CONTRACTOR NOTES, PACIFIC LUMBER COPYRIGHT 2014 pX CONFORMS TO DESIGN CONCEPT ROSEBURG FRAMING SYSTEM- 1)VERIFY ALL.FRAMING CONDITIONS qualify engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 2)ALL FOOTINGS PER DESIGNER'S PLAN n CONFORMS TO DESIGN CONCEPT WITH The plans may not be re-used orstocopied,in wholeeor part,he plant. etof permission from Pacific Lumber RIGI DLAM LVL RI GI DRI NT (UNLESS NOTED OTHERWISE) Company,which retains copyrights to,and ownership of the plans.Use eofn these plans any other REVISIONS NOTED 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ❑ NON-CONFORMING-REVISE&RESUBMIT ROSMAN,PORES!'PRODUCTS IrOafl+WGFC,R/GW000Ia (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 520.000 per work infringed,and 1100,000 per work infringed willfully. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FOR PLUMBING WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 40PN RFPI JOIST FRAVIIN S, ENDOC OF NSANDGI C FOR CODES,ALL CEOF WITH DESIGN VE 5)PROVIDE PROPER SUPPORT AT ALL DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R06�UR6� � SHEAR W ALLS PRIORITY OVER THIS SHOP DRAINING. By Rae Hauff Date 10/26/17 THIS IS A PLACEMENT PLAN ONLY. DEVON NOTES: This layout is to be used in con junction with M I L B R A N D T ARCHITECTS THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all MAIN FLOOR JOIST LAYOUT DESIGNED TO MEET OR shear wail blocking placement and connectors EXCEED THE LIVE LOAD 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• DECK 5'-5 1/4° FRAMING FLOOR LOAD/N6: HERE - I DECK / FERE 40paf LIVE LOAD 1 p (DEAD LOAD 1 R1 (2)53 L. R1 R1 j_ .. I (2163 R 1 SLEEP/N6 AREA5: J5 1 • I I 1 - - . Jt _ _ - — �,,' 30pef LIVE LORD . 1 2psf DEAD LOAD R1 i J.'. ' gio�. .1--• �, L. ,,9 .. o N —__ III._ MO All- ROOFLOAD/N6: +: nt �., 25psf LIVE LOAD ._.dam '� 11 �I .11 '2 F 111 J =---_ ,. —� 1 7p5f DEAD LOAD �q qrp us Q N Q hl .�_ LA" p z tit • — — J5 -H 4 .I 1� ® Z 1 ® _- 11110111 ' 0 f z 0IN r �_ — ,_, ' 0 CI rya olrezrof Mill -I ,- . • .I 1 ->�< 1 T'-1 1/2' I t .�- J 1 T1. IT '-1 1/2" !�� -_. ri 1t .It R1 -I 2 3 R1 �,, I it/@� .Iito It O 0 t .,..ow tee. -a o w z Q E36 N mN—. �,a 0. •I, u x O k — _ 0. �' _ . R1 J+ 1 W 111 m = _ =-- -Y � - - � _1 RPM'BLOCKING PANELS Y+ITH BEARING MALL ABOVE so R 1 Q it .I t __ — -,i� N.Ts. ® B1 z - R1 -1 IDL d Et Jb s J-f -11 R 1 J2 J3 4Lti, E yR1 BELowABo.,E.r-- J2 J2 �II!! ___36, --I $ir ,91 D 71 T 2X4 PONYry BELOY.BEAM ---.... J ---- ------_---,— __� -- _-.....__ __._ 2.1.01.1,1A1-1-BEI-ON BEAM JB ' R1 5.-4 1/2° k.-. 1 O'-3/8" J�1 R 1 R 1-� - - ii POST LOAD TRANSFER DETAIL JO F -...._ 135 _� - J2Aiihimimi -- _- i 1 iJ2 J2 J2 R1 R11 J9 I I J151 Jl '1 o I ., 1 PORCH � PORCH UPDATED 02417 PA PL 1!3-409(MAIN) IMPORTANT/ ® CONFORMS TO DESIGN CONCEPTgritPOLrsoH 1gL lO -9s REFERENCE INSTALLATION a o`st1• brad.4# W y Gut Ll•fLtt. GUIDE FOR ALL.FRAMING ❑ CONFORMS TO DESIGN CONCEPT WITH 91itydaw LLVL a I 9�/4 11 7/6 1.9e 2 4 • DETAILS AND I-JOIST INFORMATION REVISIONS AS SHOWN 92 R19I4L140/4 + 9/4 ++ 7/• 95 1 19 16 99 w4d{,1E..LV4 1 9/4 11 7/6 1.99 2 lb 96 ❑ NON-CONFORMING-REVISE AND RESUBMIT 64 oiskru,L+" 9/4 11 7/9 1.5e 1 30 30 9 1119114499 LVL 1 9/4 11 7/ 1.95 2 14 26 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE • 9041.991LVL 1 9/4 11 7/h 1.95 9 10 90 LEGEND: 7 RIy LVL 9/4 t 1 7/• 1,95 s 2 • WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE b• Q1•b AH 7 11 7/• 2tt 2 14 2• Pacii4umber �\ FABRICATOR/VENDOR OF RESPONSIBILITY FOA CONFORMANCE WITH THE b4 ;0 A1/3 11 7/• 215 1 14 14Filler blockin Is not structural) re ulred rovided both ( H )--HANGER GALLOUT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY gyq' p�/ J1 RPVI-2o 9/4 11 7/• b• 1s 11e• I-Joists are continuously laterally supported by ® OVER THIS SHOP DRAWING, J2 RPWnaO 9/4 11 7/• 4 90 470 -SUPPORTING P05T J9 RPM-2o s/4 „ 7/4 4 s3 +3• connection to the sheathing at the top flange.In COMPANY ® By: Arnold R.Solomon Date:Oct.25.2017 J4 1t0911.40 9/4 11 7/6 9 20 •o addition,the joint in the sheathing shall be positioned & TRU5 -POST LOAD ABOVE -J9 80191-20 9/4 1 1 7/• 19 4 92 CT ENGINEERING INC / over the center of one of the two top flanges to assure R -RIMBOARD J4 R m-3o 9/4 11 7/• 2 24 46 shear transfer between sheathing10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 J7 RM-30 9/4 11 7/• 2 72 34 panels. LB -LVL BLOCKING Js RP 4-4Q 9/4 11 7/p 1 22 22 .�.o.rv:�: J+ Rf►1-20 9/4 11 vt 1 s r ,� PLAN DESCRIPTION/NUMBER: 19B DL-55 JB -JOIST BLOCKING R1 060 Rim 11 7/6 11 16 176 Nail �" `�"' `�" `�" „� CUSTOMER: POLYGON J -JOIST CALLOUT .81 W461.19 LVL 9/4 11 7/9 1.9e 9 9 24 ../ Requirements m," max m:" mm - mm mu m:" m.x min max .162 bix•RM-30 9/4 11 7/6 lb 9 94 PLAN DATED: 11/30/15 B -BEAM(FLUSH w/JOIST) DBL I-JOIST WITHOUT FILLER CONSTRUCTION �n 16 `" Asasssortss N.TS, z ,e z ,a z za z za z za DESIGNER: KAM/L.HENDERSON DATE: 12/3/15 NOR -HEADER(BEAM BELOW JOIST) H1 MITI IRO-or-17711.99 20' . H2 HIT 411.•9 42 BBO-BEAM BY OTHERS H9 L9411.1129 1 PL 1 5-40q (MAIN) SHEET:2 of 3 START FRAMING HERE 9-00-00 0 8-00-00 4 MOVE JOISTS +1- 4" TO E AVOID PLUMBING w Ao...44 24"OPEN WEB JOIST @19.2"O.C. 4 W q ® POLYGON 19BDL-SG PL15-409 UPPER 10/20/2017 ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH t u. u " " `- LL `C w LL — L 3 1 Li LL o REVISIONS AS SHOWN Products ❑ NON-CONFORMING-REVISE AND RESUBMIT PIotID Length Product Plies Net Qty THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORISNCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ,-, 2 c 0 2 -n ro BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 - u 1.1 LL LL ti w FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM6 10-00-00 6 3/4"x 24"Glulam1.8E 24F-V4 DF/DF) 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ( OVER THIS SHOP DRAWING. 0 BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 By: Arnold R.Solomon Date:Oot.25.2017 `' LYON:': T BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 CT ENGINEERING INC , V �y-11 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 , p— F38 ! A —)e __a___m_ e_m IAM4Ie b a_n _0_ A g__ I CONFORMS TO DESIGN CONCEPT — (" e_ IBM6I ri CONFORMS TO DESIGN CONCEPT WITH _ 18-09-08 i ACCESSORIES QTY REVISIONS NOTED 5 r '_V - _ Y F 28 F28 28 F3 O NON-CONFORMING—REVISE&RESUBMIT Z — Q HIT424 43 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 2X4 DF#2&BTR FOR RIBBON 220' WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ii DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FO PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS 2 I — BK1=BLOCKINGRMI=RIM BOARD FLOOR LOADING40 LL15 DL jj W Ci L CC .fJ tdY' V. tG CO (U i9 CO Il®OIO 1 L. IT.. .t tt L. LL E IC? I I i F03I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 0 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. °' I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 0 P:2 850'F-2E F22:=28-28 -28 =28 836 F--F28 F28 F28 F28 F28 F28.F28F28 F33 a-®- a a e a a e ® a ® o sill/ \1►` _I Al I�il 4-05-02 111 q DO NOT: Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. PacifiumberSCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3 50W 11'4112' I 38.6112' 38'4 1/Y I T - J1 1. - J1 ID � , J2 I� �i J1 14 .4-• K m. J4 :12 �// , ,,, J5 S A J8 1' 7.11:12 a J7 \ IR FJ10 JB ;; L J9 , .F.110 (3) pa J10 lit w aa , _ - J9 a 11111111r 01 ff u. LL LL t a 7.Se 12 JT • r a re l m a I 15: M 1Q ii Z LL EJ5 EJ4 FJ4 EJ3 J3 _I_ _ -I '4 A 11,,,,Shi. DB 8J1 ' ' -a m� s,1 sa ' 'I Y 7• 1 r . ,'I e2AMIN . 7a:1Z7.51 .__(1 k— I 11:, Al e E I Q' U J I 74r 151-11/2' IT 3{4° 10=10314• I- 19'x' CONFORMS TO DESIGN CONCEPT OX CONFORMS TO DESIGN CONCEPT h 6141 I ❑ CONFORMS TO DESIGN CONCEPT WITH ri CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ❑ NON-CONFORMING—REVISE&RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By: MRP nate 12/15/2015 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN CT ENGINEERING INC DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/18/14 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-B POLYGONINERMATION.BUILDING Pacifi umber DESIGNER/ENGINEER RECORD ,y PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS umb TO TRUSS CONNECTIONS.BUILDING 5019 / B DESIGNER/ENGINEER OF RECORD TO CHECKED BY: REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. COMPANY 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.