Loading...
Plans (88) NAST u‘ — L wAskQ s}—') Ak ,w . LEGEND: Pacific —SS SANITARY SEWER Community >�°_ til i \ s1 \ i h Design ,m - 0._ °o _w_ WATER LINE - - 12564 SW Main Street CQ • MANHOLE Tigard,OR 97223 316.0 CATCH BASIN ti [1]503-941-9484 313.5 DATE: 8/17/2017 I REVISIONS — —\ f I \ \,_ STREET LIGHT NO. DATE DESCRIPTION \ `" 14.96' \ 3\ ,.., j STRAW WATTLE PERIMETER �� — _ i 24.75 1 — — EROSION CONTROL . �i ______\ �� FLOW DIRECTION ARROW - ----i I _ _ II 1 STREET SECTION, SEE ( I - © CONSTRUCTION DOCUMENTS ---- 163 1 I, ....... 6.50' -� I 111 5,580 SF i°13.50' BUILDING: 11 SETBACK SUMMARY' L I i FRONT SETBACK: 12' E I i 5019AD CV a 1 FF=327.11 \ o I SIDE SETBACK: 3' o 164 0, 1 I 162 STREET SIDE SETBACK: 8' — I I I; l FRONT GARAGE SETBACK: 20' MI O ---_____317 I I illI � 1 FRONT PORCH SETBACK: 8' 1 CV 318 N 319 ■I♦Si________________________________� I rwllr 11 L REAR SETBACK: 15' 320 ■SII I m� I REAR COVERED PATIO SETBACK: 10' Q 32232/ 191:. 1 GARAGE I I .. :.. . -- 32 323 Mai��[� I j � I .7 —----,325 X11 rI�1W=�^, w — -I 6.00' _ No LM H Im ur_ III LOT COVERAGE: —z i PUE, TYP. o oa -- ''o ARCH __ _____ I ®---r RIVER LOT AREA: 5,580 SF — L— ' — 325.1 20.00' 18.00' L, TERRACE - -- - -- - — '— — — -13.00'- - =322.7 411 PAiiv 43 1BUILDING FOOTPRINT: 2,364 SF EAST ;H 7 � . ` A� 60.0' ' *� ' � �� � COVERED PORCH: 98 SF 0 V 90 �.� 00 0 rtaWA AIIIIMPIEFFMAEL COVERED REAR PATIO: 0 SF 0, c -- all 111111M111111111111111111,41111111111111111U1111111111,11111111111111111111116. 1111111M11111111111111111111111M CANTILEVER LIVING SPACE: 197 SF ,0 Illy WATER METER JI ,. Summr (2) YELLOWWOOD / A 163 SANITARY LATERAL CLADRASTIS DECK AREA: 0 SF PLOT PLAN 7 yam= KENTUCKIA ,, SD / SD S SD ct S S, Str TOTAL COVERAGE: 2,659 SF --.\ STORM LATERAL 47.7 % ,B — SW FRIENDLY LASE — .k, mmirw O ,' — — ----- t IMPERVIOUS AREA: 3,254 SF E U ,- .O C 2 0 POLYGON NORTHWEST (503) 221 -1920PG); OF 1IGAR� PROJECT NO.: 395-041 2S 1 W6 Approved b p SCALE TYPE. BY. CONSTRUCTION Y tanning o LOT 163 (R-7, LARGE) Date: 10 20 co RIVER TERRACE EAST initials: 5C Q1 INCH=20 FEET Z 16609 SW FRIENDLY LANE PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. Qom) engineered wood products for today's builder" The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D S.AM LVL RI GI D RI 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 yup� PRO C7$ pyo pp pyppp 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. RFPI Jo sT START START coN7RAcroRNorES: pE5/bNNOTES: FRAMING FRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS HERE \ / HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DE:ppGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 9-1/2 RFPI-20 e 1 S'O.G. 9-1/2 RFPI-20 e 1 3'O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DELECTION CRITERIA (UNLESS NOTED OTHERWISE) OF /480 4)USE CAUTION WHEN GUTTING PATIO PATIO FOR PLUMBING 4L0 �YLl E LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2sf DEAD LOAD I R1 R1 I SHEAR W ALLS C\I- 1 , - ..#11 a SLEEP/N6 AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: Purchaser responsible for approving this 25psf LIVE LOAD 1- 1- ayout prior to any construction. 11psf DEAD LOAD rl m ..2 J2 a- \ o- .12-12 J1 J1 R1 Si __ ,JB2 , r J1 J,1 mo10 r.. .�-'. : a a. . ' �1,�:�..®-c-='' c z e T. EE:�.:�-«•-� , -s • - - . J3 J3 J% J3 J3-3 J3 J3 J,3 J3 \\ - J3 J3 J3 J3 J3 J3 i3 J5 J3 J3 `3 �I ,„ R 1 1-r--1 '/s" - 'Y-1 1/2'a - .� R1 �'\/1-- J3 J3 J3-3..3-3-3-3 J3-3-3 J3-3 J3 J5 J5 J3 J3 J13 J3 J5..135 J5 J3 JS J3 F l �ji 51 ...��wo:«mw�,wvaw.r.,-.aa�..o R 1 �-em��e..,�a�-m ` 1' a: w v d 6 :iv _ _.. _. RFPI BLOCKING PANELS YNITH BEARING MALL ABOVE 2' ` - - II... _ NTS. B'ii >/cA1 BIIIA,/\{�}1 L li '' • . . . . • �` ,I R1 R1 I SOLID LOCK,II ' Pos.=FROMA SIeEaR�e� OW PeoNrA BEARING PTFM KwOOSABOVC . 1104 . r POST LOAD TRANSFER DETAIL N.TS. ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED Li NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I I I I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. 1 I-- By Rae Hauff Date 10/26/17 PORGH I I PORCH MILBRANDT ARCHITECTS IMPORTANT! • CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION ® GUIDE FOR ALL FRAMING ❑ CONFORMS TO DESIGN CONCEPT WITH DETAILS AND I-JOIST INFORMATION REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT LEGEND: PL 1 5-408 (Basement Floor) THIS1TSHOP ESIGING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PacifiJ44.umber POLYGON 1 9ADL-5G FIBH THE REVIND CONCEPT ONLY AND DOES NOT RFLIEAE THE H -HANGER GALLOUT FABAICATDRiVENDOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE o- Mrk a I Material I Width I Depth I Gradt ON Out Lt4l Tot Ltl DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY & ® OVER THIS SHOP DRAWING. TRUSS U S S SUPPORTING POST Si RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 eCOMPANY ® -POST LOAD ABOVE 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 By: Arnold R.Solomon Date:Oct.25,2017 J51 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 10 3 30 CT ENGINEERING INC R -RIMBOARDJ52 BLKG RFPI-20 1 3/4 9 1/2 13 3 39 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-1663 LB -LVL BLOCKING J1 RFPI-20 1 3/4 9 1/2 2 22 44 PLAN DESCRIPTION/NUMBER: 1 9ADL-5G J2 RFPI-20 1 3/4 9 1/2 2 14 25 JB -JOIST BLOCKING CUSTOMER: POLYGON J3 RFPI-20 1 3/4 9 1/2 24 26 624 PLAN DATED: 11/30/15 J -JOIST GALLOUT R t 055 Rim 1 9 1/2 1 16 1 1 2 BASEMENT FLOOR JOIST LAYOUT __ B -BEAM(FLUSH 3/JOIST) SCALE: 1/4"- 1'-O" DESIGNER: KAM/L.HENDERSON DATE: 12/3/15 HDR -HEADER(BEAM BELOW JOIST) Accessories , BBO-BEAM BY OTHERS H1 I ITT 9.5 4 PL 1 5-408 E3 FLOOR T SHEET:1 of 3 CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 2014 I I CONFORMS TO DESIGN CONCEPT ROSEBURG FRAMING SYSTEM- - 1)VERIFY ALL FRAMING CONDITIONSCONFORMS TO DESIGN CONCEPT WITH 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 DESIGNERS PLAN The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber REVISIONS NOTED (UNLESS NOTED OTHERWISE) Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM LVL RI GI D RI M" 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ❑ NON-CONFORMING—REVISE&RESUBMIT ROSEBURG FOREST PRODUCTS ROSEBURG SOREST PRODUCES (UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 4)USE CAUTION WHEN GUTTING penalties of up to$20,000 per work infringed,and S100,000 per work infringed willfully. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FOR PLUMBING FABRICATORNENDOR OF RESPONSIBIUTY FOR CONFORMANCE WITH DESIGN RFPI_JOIST DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 5)PROVIDE PROPER SUPPORT AT ALL PRIORITY OVER THIS SHOP DRAWING caealmeFoacsTvleooaets SHEARWALLS By Rae Hauff Date 10/26/17 TH/5/S A PLACEMENT PLAN ONLY. MILBRANDT ARCHITECTS DES/6N NOTES: This layout i5 to be used in con junction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all DESIGNED TO MEET OR shear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD Purchaser responsible for approving this SCALE: 1/4"- 1'-0" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/430 FRAMING 3'-31/4" 3-3 /4" FRAMING FLOOR LOAD/N6: DECK I DECK 40p5f LIVE LOAD HERE \ I / HERE 12psf DEAD LOAD R1 (2)133 I R1 R1 (2)133 -1 �_,. �_..._._ ——_.__--.. _...___._._._.__: SLEEP/N6 AREAS: -111 1- 3Op5f LIVE LOAD 1111 11 . I! M, 1 ► +� -I t - _ M _�5 1 1 2psf DEAD LOAD R 11011 ill N 11 __ ROOF nl = 25psf LIVE LOAD In m,, ,41 . II `r , J F rn U _ '� I t -� _ A 1 TPsf DEAD LOAD z 1n '0 R 1 ry `MS IM I , cQ, k) 0 Ory - -- N -= I - R 1 .a a+w as m" .�.,.a n.", x , 1 Er Q y MI ' x -- —i _ Ilint illirMlill 1.11#1111 1 II. U 24" _,�� I9 e 'C z 0 - U _ 1] t .1115651111= ■ R1 Jt -It - z D r gIIIIIIIIIIIr /111' R1 1U x _i R1 � ��i 'IN $ .11 I— D z p l . B- . "°°'"° "`""aa"N"rwme".a"w:ao V I xth 0 I1 11 V •gym" 0 R 1 ••'.-_154R1 1.1— , W I�,I H - _-_ _ '- _ -- R 1 0 RFPI'BLOLKM6 PANELS NTH BEARING YIALL ABOVE I� Jr z N S _- i - 71 'D N.rs. R1 131~ - I -_ I1 R1 Q Si - -' -_ — - - R 1 N ry $.2 -61 ---JT __...__ JT f Jb 82 _ u_ 1CLJ6 w JT I J-1 K i r R 1 e: ee�°ori. .72 �, R 1 ,�- LB IIIC, INSTALL.FM SQUASH CH F' J2 - - _... OCKS EiQ BEARI.AREA OP BLOCKS J J2 J2 J �� `� au.Orl TO POST ABOVE. J2 4 I�v J9aH gl I J2 J2 .._ III/\, rxa 1,14,1,1-Be-ory BEAN` 1 .gS zza PONYNALL BEI-Ort:. M ..... 6 a JJ ._-- - I _ _ = R1 II _i_- �_R1 8'-4 1/2" 1 O'-3/3" •1 IR 1 R t -.13) b" POST LOAD TRANSFER DETAIL 5.75 • J2 J2 q y- J2 - J2 J2 R1 R1 I �-d4 y1 i JB1 I r J1 J1 J'1 - I PORGH _ 6 J4 -11 I PORCH SiI I I Rt I UPDATED 10/2a/T KW /MPORTANT7 ® CONFORMS TO DESIGN CONCEPT PL 1 5-408(MAIN) REFERENCE INSTALLATION POLYGON '9 O CONFORMS TO DESIGN CONCEPT WITH Mrk• Material I Width Depth Grade qty Gut Lt1 TatLth GUIDE FOR ALL.FRAMING REVISIONS AS SHOWN 51 RIgidLan LVL 3/4 1 7/13 1.5E 2 4 a DETAILS AND I-JOIST INFORMATION 52 RIRIALam LVL 3/4 1 7/a 1.5E 1 15 15 ❑ NON-CONFORMING-REVISE AND RESUBMIT 53 RigidLan LVL 3/4 1 1/a 1.5E 2 1 a 36 64 RI91QLan LVL 3/4 1 7/B 1.5E 1 20 20 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 55 RiglaLam LVL 3/4 1 1/3 1.5E 2 14 28 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 136 RIgiolLam LVL 3/4 1 7/3 1.5E 3 10 30 Pacifiumber I-EG�ND' WITH THE DESENDOR OF RESPONSIBILITY FOR CONFORMANCE'WITH THE 131 RigidLam LVL 3/4 t 1/8 1.5E 3 2 6 /�\ Be. BIG SEAM 7 1 1/8 2.1E 2 14 28(H -HANGRGALLOUT DESIGN DRAWINGS AND SPECIfICATI0N5 ALL OF R'HICN HAVE PRIORITY 09 BIG BEAM 5 1/2 , //a 2.1E 1 14 14Filler blocking is not structurally required provided both�/ OVER THIS SHOP DRAWING. J1 RFPI-20 3/4 1 7/8 66 18 11BB I-Joists are continuously laterally Supported by ® J2 RFPI-20 3/4 1 1/8 9 30 210 connection to the sheathin at the t flan e.InSUPPORTING POST By: Arnold R.Solomon Date:Oct017 J3 RFPI-20 3/4 1 7/a 4 32 12a ^ g g COMPANY CT ENGINEERING INC J4 RFPI-20 3/4 1 7/8 3 20 6oaddition,the joint in the sheathing shall be positioned & TRU ® -POST LOAD ABOVE J5 RFPI-20 3/4 1 7/5 13 4 52 over the center of one of the two top flanges to assure . R -RIMBOARD J6 RFPI-20 3/4 1 7/8 2 24 43 ^/"01011'. shear transfer between sheathing panels. 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)553-9663 J7 RFPI-20 3/4 1 7/8 2 12 24 LB -LVL BLOCKING JB RFPI-20 3/4 1 //a 1 22 22 F1a^a°1N16" PLAN DESCRIPTION/NUMBER: 1 9A DL-SG JB -JOIST BLOCKING J9 RFPI-20 3/4 , 7/6 1 6 6 Sheathing i.31 1-115 lO1e 5132 31a' CUSTOMER: POLYGON R1 0513 Rim 1 7/a 11 15 176 Nail SpaGry J -JOIST GALLOUT .831 BUYS 1.15 LVL 3/4 1 7/6 1.5E a 3 24 N•a"I•m•,+" Nm Na. Mm N Min Max Nin Max Min Na. PLAN DATED: 1 1/30/1 5 J52 oLKG RFPI-2o 3/4 1 7/3 13 3 54 DBL I-JOIST WITHOUT FILLER CONSTRUCTION z +e z +e z za z za z za B -BEAM(FLUSH w/JOIST) . NSG. DESIGNER: KAM/L.HENDERSON DATE: 1 2/3/1 5 HDR -HEADER(BEAM BELOW JOIST) AaaeaeoIT1 z +e z +e z zc a za r za Hi MIT11.Ba-ory ITT 11.eB 20 om BBO-BEAM BY OTHERS H2 MIT411 ba 42 H3 L55m25 1 PL 1 5-405 (MAIN) SHEET:2 of 3 START FRAMING HERE 9-00-00 4 8-00-00 4 v F a I,... ®■:2.X-7 �BMJ��.0-,..L® v ..® a o.,.. ■ a...:S 0 a a MOVE JOISTS +1- 4" TO AVOID PLUMBING o o �~ �' 24"OPEN WEB JOIST@ 19.2"O.C. 4 POLYGON a y., o a a a a r� i3 iJ 19ADL-SG PL15-408 UPPER 10/20/2017 ® CONFORMS TO DESIGN CONCEPT ElCONFORMS TO DESIGN CONCEPT WITH Lir o u_ LL LL u_ Li_ LL 1.3_ Li_ U La. ` LI. LL "- LI. LL o REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT Products THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -. o- co r, o ro ch PlotID Length Product Plies Net Qty WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - LL° c W Li_N N FABAICATOAIVENDOA OF AEBPONSIBILITY FOR CONFORMANCE WITH THE BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY0 - BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 OVER THIS SHOP DRAWING. By: Arnold A.Solomon Date:octal,2D17 ,' ti a`:'" '; BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 CT ENGINEERING INC lir (A� BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 27.1T-/Oo BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 1 .2a E28 F2R Lam+-_ •.-�_a_�_a__ _A__ M4 A _,z_�_a_�_2__l O CONFORMS TO DESIGN CONCEPT - --IBM6I a--� -� a--TIF- n CONFORMS TO DESIGN CONCEPT WITH © // '-'-04-1D9 ACCESSORIES QTY REVISIONS NOTED =29 o: /C F28 t=28 F28 F28 F28 28 28 F 28F3`. CUUI ❑ NON-CONFORMING-REVISE&RESUBMIT �gx5 0 HIT424 64 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE o 2X4 DF#28BTR FOR RIBBON 194' WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN LU DRAWINGS.SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE F01 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS 5 _ BK1=BLOCKING--RM1=RIM BOARD FLOOR LOADING40 1115 DL L V®a <0 < <0 ,0 ,0 m L 4 .0 co w 0 (1_ W LL Lt LL tt LL LL LL L LL LI- IL may' L7_ LI LL LL. LL LL LL !L LL "* ' F03� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 0 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. r FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F288 028 F28. o 0'7-04-39 < L®13-10-15 —1"414114------ - - tea _iL-�- - -"--d-4pprr' T F._,F2g -,1 F40E FSR F28 F28 Q/ ® SII —` F _—ISI -00-08 528 F28 832 9 _ — DO NOT: gI Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifi tuber SCALE: 1/4"=1'-0" on 24"x36"SHEET a TRUSS COMPANY SHEET 3 OF 3 11'-51/2' 1 0 CONFORMS TO DESIGN CONCEPT a a 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING INS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE \ I • DRAWINGS RNYING$ANO BPECIFICATIONS ALL OF WNICN HAVE PRIORITY OVER N DR SHOP DRAWING. S BY'MRP Dace.12/15/2015 M CT ENGINEERING INC f� \\\\‘\\ Llii :12 \ =o \N\ \\ w \\ r W0.. 8 ._ E as :1-71111/Mill �77;VV!!n / 8 /\ C.3 / \ 1 :12 re 3 •- I : I: 14;12 / 14:12 H r.: i4:'IQ /.11.1.111:- v M /:.\ ...c.- 7 =r II"1 4INN, ..... eP IIIIIIIIIIIII_ � ■ al PII • al EX CONFORMS TO DESIGN CONCEPT r / ❑CONFORMS TO DESIGN CONCEPT WITH r Q i, REVISIONS NOTED 0 r ❑NON-CONFORMING-REVISE&RESUBMIT r GARAGE - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE SII WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF MOH HAVE PRIORITY OVER TMS SHOP DRAWING. By Alexia Fukui Date 8/12/15 20'-51/4' MILBRANDT ARCHITECTS 15-3 3/4• (. 9-6' .I 13'-11112' r -, 50'-0' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/25/14 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 5019-A POLYGONING DESIGNER/ENGINEEROOO DR CORD II ' PLAN: DRAWN BY: REVISION-2: RNSIBLE FOR ALL NOB-TRTRUSS CONNECTIONS.BUILDDSS TOOSPOING 5019 / A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL & TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.