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DFZim ,II ' These plans and the designs are copyrighted in under Federal Law by Pacific Lumber Company 2014. 9 ,I' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ^ ' �� .�' r� ' .. �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other K+ u it ., product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Rosesueo fOREsr Przasrucru ROSEBURG roaesrpeooercrs ,111E copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ��i \--'' 7.7=r- * -`� / senor.TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. JOIST GOSEaP KNEW YinMNfiCiN -f,e IAsP0�° IIIA / CONTRACTOR NOTES: DESIGN NOTES as"+.->o, 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS . wre.ow « , 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .....,,,,,==,-.......... � (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPI BLOCKING PANELS MTH BEARING h4ALL ABOVE POST LOAD TRANSFER PETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.r.s. N.T.s. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLE 0psf 3 ING THIS ISA PLACEMENT PLAN ONLY. 0ps f 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 ROOF WAVING: Purchaser responsible for approving this 25pSf LIVE LOAD ayout prior to any construction. 1 1psf DEAD LOAD FL 1 4-43 1 (MAIN) POLYGON _ __ _ 40D Mrk# Material Width Depth Grade Qty Out Lth Tot Lth J31 BLKG RFPI-20 1 3/4 9 1/2 20 3 SO 31 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 S 82 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 8 15 START START B5 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 FRAMING FRAMING B4 RigidLam LVL 1 3/4 9 1/2 1.5E 1 24 24 m HERE HERE m 155 RigidLam LVL 1 3/4 1 1/2 1.5E 1 22 22 ........_..............___..._..__________...._...��_.... ..............___....____......___._........_.............................., .._..........._._..._....._......__.... .........__..__............. __.i"59............_...................................................._ R1 0515 Rim 1 9 1/2 4 16 64 .... .......__. .._._ / \l 1 _.............................. J1 RFPI-20 1 3/4 9 1/2 10 22 220 J1.. J2 RFPI-20 1-.._.... .......__ ....... .... J} , J1 3/4 9 1/2 3 RFPI-20 1 3/4 9 1/2 2 24 1 12 48 12 g J4 RFPI-20 1 3/4 9 1/2 1 20 20 .._. _.... _. .... FI J 1.. .R.y 1 R 1. .....__-......__.. ._..... ..... J5 RFPI-20 1 3/4 9 1/2 2 16 32 .. ... „1.1.... .... ......_ .... ....... Accessories PATIO PATIO H 1 TH01 195 o-or-ITT9.5 5 J.i..... I U U I J 1 11, 1 ......._ .... ...._... J 1 I O i JE 1 J fi 1 ti 'max 6 ® ..._. .. J 1 ...__ .. .... TM h Ii D tow,VINCtt'ih1] +.<.RE Y i�w� ® s MIC iM i J 1 O O J .1 � aw r, wFcx U. nutn rs s iv, ❑ 'era on I .�.�. r 157 ......... ,}3.. ..... ry n .. .... .. .._. -� k u s ❑ I EJ ._..._. —6 ....._.. cell- K5 Alexia Da. VA17 I ......... ._...._ ..._._.._. II_._.-_.J.1._ .._.._. ..._...._< ry ry ...._..............._._ ... ......... .. ......._ _w.d..nuelst 7 rx, y-n: n....< 1IIL811AhDT ARCHITECTS i .11 — — S ill=rug C G N OEP..NG'L.: ... ... ._ -.. ....... ... _.. .... 1 r ._-..-._........ ... ..... ..... 15'4 ..... Q — -..�4... pritxrirr:A it Einte)6,11 L207 ij J@Si Ri R1 1. ... J .... - ..._ 12. ..... 1 IMPORTANT./ REFERENCE INSTALLATION J61 ..... ..... 5 ._.... ._._.J JE1 GUIDE FOR ALL FRAMING t; R 1 -:1 I .; DETAILS AMP I-JOIST INFORMATION PORCH R1 R-# -PORG a 0._. L-EGEND: I ( H ?--HANGER GALLOUT 1 Pacifi ®l -SUPPORTING POST _ &. TRUSS COMPANY ® -POST LOAD ABOVE R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)853-9663 L5 -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 40 D JB =JOIST BLOCKING CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 12/1 5/14 B -BEAM(FLUSH w/JOIST) DESIGNER: KAM%L.HENDERSON DATE: 1/5/15 HDR =HEADER(BEAM BELOWJOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE:1/4"-1'-0' PL 1 4-43 1 (MAIN) SHEET: 1 of 3 SHAEDED AREA=HVAC IBM31 – 10 �z -`i- 1 X0-00 F02 I9 14"OPEN WEB JOIST @ 16" O.C. E � w F02 1 � ° POLYGON F02 u 40 D al F02 r i rc ' -F® LL PL14-431 MAINOW I F02F02 ® h 3/5/2015 © F02 c F02 ECD F02 nEC Products PIotID Length Product Plies Net Qty F02 a I; BA/12 22-00-00 3 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 �I F02 _i BM3 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM1 8-00-00 3-1/2 X 14 BIG BEAM 1 1 •F02 q RM1 56-00-00 1"x 14"APA Rim Board 1 5 F02 "aware.roa_c"coney - 1 ALL BEAMS AND CONNECTORS PER ENGINEER F02 4,, RM1 r><1 "`� ::,'3":!''''''' i1} ACCESSORIES QTT 01 ".I FC4 `e F MIlBRANDI ARCNITICT$ F04 I', O TFI414 5 g ,, n ,° 1X 14 OSB RIM FOR SHEAR BLOCKING 16F04 I![; BM3 x. '�""°""'°"` —•`"'""'°"� FLOOR LOADING ,mwam..•,.-.:an�r=.,. _ °ty,pr:r<d m:wand BK1=BLOCKING 40 LL RM1=RIM BOARD v,,-rn rac: 14"OPEN WEB JOIST @ 16"O.C. POLYGON 40 D PL14-431 UPPER 10/15/2018 SHAEDED Products AREA=HVAC BM4 ATT-RONT,OF PIotID Length Product Plies Net Ory H°4-18!: BM1 15-00-00 5 1/2"x 10 1/2"Glulam(1.80 24F-V4 DF/DF) 1 1 BM4 15-00-00 5 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 22-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 2 I8M21BM3 9-00-00 BBO1 1 1 _ _ __ M4 8-000-0 3-1/2x14"14 BIGmBo 1 5 1 � T. ' RM1 16-00-00 1" 14"APA Rim Board 1 b ° $' 5 "s ALL BEAMS AND CONNECTORS PER ENGINEER ' i �- rn ACCESSORIES QTY aI I J RM1 R TFI414 5 O 1 ilirmi—' 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' -I{C DR.A I' Sl'ESL P E`EV ® . HUCQ610 2 14� � O 0 4' RM1 .-. .,. .11. 1`'• " a, **^ K LOADING40 LL ' „�, �,' ° 3 CKINGRMI=F M S.A SIR cruRat ENGINiERINC.LLC o- .'�'` tt �"^ r •�c_.. v°: 10/16/2018 ' - .ADDITIONALPOST TRANSFER BLOCKINGAND S •:::: PI �:, xe., a W4 �9G XE A . ! I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I " I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I a I i ' CLs� 61 II RBT 15 -IF-/TS I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA LL e µ v ILK121 CYr- - DO NOT: m m Loosen, remove,cut or notch any part of the open web joist. € "*. . Pacil . JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS `` COMPANY SHEET 3 OF 3 o -o m Co M O - rc'- D ozoLQo a xi Q y r 6 0 11y GG)) A) 0 i O m Z zT G) z -a0 O 3 b z Z _ 0 m g H'-;: c 0 _ 60'-01/2' a . m 6'31/2' 10'-81/2' 29'-4 1/2" 131-8" t• - m a e y �Q.� �. N N. W `� m m m \ \. I I i>.I / / P o Co Co 0 m DJ1 v l J1 I�-- - CJ1 (all' z z Z IN dD —' rnm b oDJ2 ;, J2 W N _ .. ..... CJ2 ■ - su CT! ■DJ3 J3 , ro , °° _ CJ3 � � r 1 -- ; DJ N .14 sN• — CJ4 m o Al 2 Q. m<tn�com o _tic) N .. ,• zmmmzz,56 b AJ I :J5 (2 . .. CJ5 (2) csL E :,;(,)nmOZz(nm ■ is A ' v -w 23Dmc�cv�73zm m A.J3 -- - V ■ 7 oo.zmzDN,DZZ N J4X xo zmodmmr--1m --� A ' CJ4 -i�mmoza00coo AJ4 .a — ovmc�-mz.,cn zC ` Wif' 1 --_, • / i✓ ca �,A73,) m D,�� cr 0000pmcF�--'<m AJ3 -.. J3 'co ro J3 2; CJ3 ZmmzZO�mn0zmo W -a 7 .. -1ommZ7J-70c�m0 AJ —1V ' ' m NO - ^ w'i CJ2 a -P oC�07�oo� CJ1 0 .� z oo0o m I - j� ' Il`. hk. II® A'' I I EL �� ee a Kg 9,, xi C") Z-3 a 10'-8 1/2" 29'-4 1/2' 13'-0' C,1 T -I 60'-01/2' 69 SHOP LARA 'I G SUBMITT L REVIEW X CONFORMS TO DESIGN CONCEPT o This review is for general conformance with plans and specifications only: n CONFORMS TO DESIGN CONCEPT WITH Approvals are subject to contract rr's performance within the confines of theREVISIONS NOTED contract documents. Review of dimensions will riot serve to relieve the contractor w 0 NON-CONFORMING-REVISE&RESUBMIT 0o of contractual respOnSibility for any deviation from the contract requirements. HIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERA_ CONFORMANCE P'b 3 B WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE O _ X_Approv=ed as noted Note markings =ABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN -i __X__.. ;RAVINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF'A-IICH HAVE N PRIORITY OVER THIS SHOP DRAWING. Field measurements or templates Not approved revise and Date ,.. By Alexia 3/3/17 required prior to fabrication resubmit MILBRANDT ARCHITECTS VISTA STRUCTURAL ENGINEERING,LLC — www vistastructuraLcoin. By: Dennis Heier Date:March 2, 2017