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Plans (89) T 1422-7 svV 1,08 Ave. MSTW I9 O C 3 0 -o co wa 0) 0 > m O z O m -0 0 o D y Q > m G) 3 < m 0 w y mo V) Z z m z a v -o o °, 0 0 m n n z =i m n CO y 0 133 a O1. -< 3 m Cr - J1AR13A la . c. - L 5-0" J D1 w m m m \ x x v Q D2 (3) . .. W _ .._ .. \ - - - - \ , R. O. cn cn O m - x , B.912) r : o 0 0 00 0 0o n ... w z z . Z .. _ tQ w N O m J fN 01 _ • e \i,, ___.-----______ __ \, -, •--4, si 1 N J•C - Dm + N \ ■ O O<z052›zm oz�mmo-zznc)c0.o V=. .-,, ,,),/,m0=2,0,- ' . \ v = Zzp�m3,tmcmz >e O OpOZmzD A _ m--, - 71 -� DZZOczOI x (3) _mmOmrZ. Omcxizpm < OOOOrACr — m -- --- - -- omo om�ozzwmozm O p� x \ o- • iZ Q jZrDdmo Q6 . - , \ .- • zwo , Ll� x k 1 n 0 co % SESHE IRPAt8815OS"P c cr 4'-0' I 54'-0" _14'-0' 621-0" 3 m 67 - C ■ yIII.II SHOP DRAWING' SUBMITTAL REVIEW 0 CONFORMS TO DESIGN CONCEPT This review is for general conformance with plans and specific;tions only. ® CONFORMS TO DESIGN CONCEPT WITH ,, :-. Approvals are subject to contractor's performance within the ,a,ifines of the REVISIONS NOTED contract documents, Review of dimensions will not serve to reieve the contractor O ® NON-CONFORMING—REVISE&RESUBMIT o of contractual responsibility for any deviation from the contract requirements. .°a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE cri `_approved as noted Note markings FABRICATORPJ_NDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 3 n PRIORITY OVER THIS SHOP DRAWING. rs 3 Field measurements or templates --Not approved revise and 3 By Alexia Date 3/3/17 0 _ required prior to fabrication resubmit , cr N VISTA STRUCTURAL ENGINEERING,LLC M [ LBRANDT ARCHITECTS P www.vistastructuraL cam Br Dennis Heier Date: March 2,2017 ". L------;.--.:::- 1 PACIFIC LUMBER COPYRIGHT 2014 RQSEBt1RG FRAMING SYSTEM'" „�.«N aM quality e�agL eered wood productsfor todolr`s builder / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ' �� ■ � ���'©�'�- ',°ti, A"",,, I' li/ Company.which retains copyrights Co,and ownership of the plans.Use of these plans by any other L /� / Ate. , product supplier other than Pacific.Lumber Company is strictly prohibited.Unauthorized use or Rvaeeuan,ooezur PRODUCTS eoozaumo FOREST PRODUCTS E copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include ��i` / `% ea.o,.ro vosr.eo•,e. penalties of up to$20,000 per wort Infringed,and$100.000 per work infringed willfully. }{}y,��/}}F���}�q E#pay ''��'' 111 CONTRACTOR NOTES: DESIGN NOTES: °°"'""`- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS <. °"""°""" 2)ALL FOOTINGS PER DESIGNER'S PLAN �,.....".-m".r,�.ar��, DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM'BLOCKING PANELS WE BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 RTS. N.T5. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LORDING: • 5)PROVIDE PROPER SUPPORT AT ALL 12p5f LIVE LOAD SHEARWALLS 1 psf DEAD LOAD I I I I TH/ T Y.5/5 A PLACEMENPLAN ONLY: SLEEPING 30p5f LIVE LOAD 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 ROOF LOADING: ( Purchaser responsible for approving this 25psf LIVE LOAD layout prior to any construction. 1'psf DEAD LOAD \ \ PL 1 5-26 1 (MAIN) POLYGON 60 A(NEW) Mrk* 1 Material I Width I Depth I Grade IQty I Cut Lth I Tot Lth .JI'- B1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 START START RI OSB Rim 1 9 1/2 6 16 96 FRAMING FRAMING J1 RFPI-20 1 3/4 9 1/2 1 14 14 HERE /HERE J2 RFPI-20 1 3/4 9 1/2 14 22 J3 RFPI-20 1 3/4 9 1/2 2 24 45 48 ' BI Ri idLam LVL 1 3/4 9 1/2 1.5E 2 24 48 ......................._........._............_....._...__.._.. .._.@_...............__.........................__..._._............ ._< __..._..._.......___........_............._._....._ 82 RigidLam LVL 1 3/4 9 1/2 1.5E 1 22 22 L..............................................__ ...._...J _..._......._......_............__.___......_._ ..._.._._.........._._...__........._.._.. -r -sb J.2._......_........._...................._....---'---....----._..E F..........................................._..._............_.____...— .-. .._.............._....__..___-....._............_.___ 7 > t i 3 :: ill rI -- la... § -._._._.......................__.......—. I 1 slat DRAWINSUBMITTA_utss i0 J I €€ € t I >.DD Q i ................................__.__. .. ............._..... ...... ......... Jam 1 I NnArAppt un E : i..N pe h } U I 11 N h tr I_ ......... _. .__.... .. ... c ...__..._._..._____._ ...J.� ..........-.......— —_ X FT•�°+cuJm Eta k3�rvl........ I .s � 0 o PATIO ' --._...—�—��....._.. ....................... 5,.. _ .�.. �£s�.L. i ILUYANDT ARCHITECTS _._,-E ® nom:�EMII I M I . rpt 1 1 PATIO o „_� LC d J 1 1 d s LS,, tarn- D/A.Nixed:2.2NC i ILll- re CLR V4I- ...._.__....._....__..._..._........_..__.._......__..J.3 _....._.....__..._......._...._.............................__.... .... __...._....._.__......._._._......._........................-..__ .._......................................... 1 ........................ ei ............_......__.__............._............._J2.......,;_..._._.........-__............_............................................E i—......._....._.............._._...-.._...___._....._......_—.--�a2 ii- 11 ir R'1 1 I...... . _..---.....................--- ::__—_-_..................................X53.-. .............._..................._.......__.__...................._J61.......e1 .... .................................................__.._....__......._.._.._._ k......33....................................................._..............,_. IMPORTANT./ REFERENCE INSTALLATION 1 .. J3 __.._.___ R1 GUIDE FOR ALL FRAMING J 1 e) J 1 J 1 n DETAILS AND 1-..1015T INFORMATION _.._T27Rt. __.._®....__ --'''''"*"'"757R.1""`' END: PORCH _�PORGH Paw15 tim miler H -HANGER CALLOUT pp ® -SUPPORTING POST - & TRUSS COMPANY ® -POST LOAD ABOVE R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-F663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 60 A(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 8/5/15 5 -BEAM(FLUSH W/JOIST) DESIGNER: KAMI L.HENDERSON DATE: 8/6/1 5 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4'-1'-0' 5-26 1 (MAIN) SHEET: 1 Of 3 SHADED AREA =HVACnweill 14"OPEN WEB JOIST @ 16"O.C. IB(,11 I. I t -.=I. POLYGON . 4 PL15-261 MAINOW I N 8/6/2015 REVISED 2/2/18 KLH I 51111111112. „ ,£ I- . . \ Products PIoUD Length Product Plies Net Qty_ - : BM1 22-00-00 5 1/2"x 22 1/2"Glulam(1 BE 24F-V4 DF/DF) 1 1 , I -,1 le.(;),::::". , 2 I BM2 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 $-' - - BM3 8-00-00 3-1/2 X 14 BIG BEAM 1 1 411 RM1 1 RM1 16-00-00 1"x 14"APA Rim Board 1 4 `1L ALL BEAMS AND CONNECTORS PER ENGINEER • El .. li 1 0-00 '� ACCESSORIES QTY IBM21 O TFI414 11 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' FLOOR LOADING BKI=BLOCKING 4LL RM1.RIM BOARD 15DL REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ®c"..roremsroDESIGN co"csr 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' PE05 z°swncmaoTr"m ❑. - -REVISE sacsuexr ni v%. MILRIANDT ARCHITECTS SI441116/6. I! `I� I' POR{XI'. t.d. .hE W .>-:y. ns x hr .W .gimme # 4 1L _` __moi N soMe, nt Mr A a.,a.... eWF6xan•Insm ft= to 9x mm. ,.-„,,W as Devre ix3dm ¢adxus. N"a:T eh .. xwu. r^FuiMg,w E.r z %==L DONOT: t .�_J I Fu NTFO ;,:.0 Loosen, remove,cut or notch E,::•er-als.licem Date 7tbraary62.8 any part of the open web joist. Paoi mber JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 3 r fr SHADED AREA OPEN WEB JOIST @ 16"O.C.(EXCEPT WHERE NOT =HVAC �BM1 RM1 �a :. � , POLYGON � �.--- 60 A(NEW) --- at PL15-261 UPPER al 10115/2018 a 5 Products PIotlD Length Product Plies Net Oly '^ BMi 7-00-00 3 112"x 9"Glulam(1.BE 24F-V4 Df/DF) 1 1 tt— -- '- BBB 4-00.00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/Df) 1 1 8M3 7-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM4 9-00.00 BBOT 1 1 1-09-00 BMS 7-00.00 3-31 1/2 X 14 BIG BEAM 1 1 '�`� RM1 16-00.00 1"x 14"APA Rim Board 1 11 1-03-08 � � RM1 1-1,-„ttill -1- 1-07-03 j B I ALL BEAMS AND CONNECTORS PER ENGINEER 1-07-03 Ii® 1-07-03 'k s- II B ACCESSORIES QTY 1-07-03 ....a..e,= .. RM1 O TFI414 91111 "' Ic *' •""''°"- i X 14 OSB RIM FOR SHEAR BLOCKING 16' . z. ' '. - me _ - ,a - h O TFL1714 2 Q xprn� M b B - a mip (h' .d i l - �COfO • �KINGRMS=F ft LOADINr40 LL rl ee' _..... P vrr 10/16,2018 f - m ""`sw11n"ss rwnas�n mw ar500 ,ADDITIONALPOST TRANSFER BLOCKINGAND S ❑„,,,,,,.'''''.7,•"7.-..::7'.;' e,a ausu tY of - c .. -. ® :,_= = "` SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I ...a a.awaca ..... xmx taa... �L __ s T cc BitBRAN QI ARCHITECTS l SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. l I Irv" "" "' `- l FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA l ! 1� m a 9 g 1. q m ®� l / , ,- Vie. 4 DO NOT: , :, �' Loosen,remove,cut otch RM1 _ ° " any part of the open web ornjoist. 0'4' � 1 RM1 o�� Pati umber JOIST WITH RIM SCALE: 1/4"=1''-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 3 OF 3