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Plans (104) MW PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM ^N aa,„��=— i quality engineered wood products for todav's builder- wwY., .a ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. /► I� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI D RI Mn ,,.-' sol.m e�OGK a.� i Company.which retains copyrights to and ownershipof the plans.Use of these plans byanyother i",ae,:«eWii• rowsPECOH Heave 0 BEARING BE AL �� ><^„w„",,,,,, ATCA BEARINSTALL AREAOflBLOC product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or R01ieVlPO roA64r PaoaurFs NOSE&OM3 fOFEsrAVFDpUCrS ,I/ ' w^n -__-- I PER oernll.ia. reo.z copying of theseplans.infringes rights under the Copyright Act.Infringes face liabilities that include j `II BELOW TO POST ABOVE. penalties 9 9 99 � � B penalties of up to$20,000 per worK infringed,and$100.000 per work Infringed willfully. 01111$ 4 RFPI—JOIST "N .e � �IIII CONTRACTOR NOTES: GESISN NOTES: saw..". 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "fir-"^,�P.-,-S..R„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR „new^eP-"�,:'.:'Po"a°°�::".:°"'"v4Np EXCEED THE LIVE LOAD (UNLESS NOTED OTHER W ISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPrBLOOKNG PANELS A1TH BEARING NALL ABOYE POST LOAD TRANSFER DETAIL. (UNLESS NOTED OTHERWISE) OF L/480 nT.s. N.T.s. 4)USE CAUTION WHEN CUTTING _ - FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 2 1psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD I— 1 Opsf INS E THIS IS A PLACEMENT PLAN ONL Y. AREAS: 0p5f LIVE LOAD This layout is to be used in con junction with 12psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOADINS: PATIO ---I I--- PATIO Purchaser responsible f or approving this 25psf LIVE LOAD I I Eayout prior to any construction. 1 Rpsf DEAD LOAD I I I I R1I I 51 , 51 1 Ir R1 J2 - 1,2Z .20 f 10'-3" 'I 10'-b" - 13'-3" - — _ --- " 34'-0" = I J3 I. _ = I 12 11 .1I • J2I PL 1 5-400(MAIN) I�' J2 I = 1-. POLYGON 3413 ABD(NEYN) ,Ii, J2 I, Mrk* Material Meth Depth Grade city Gut Lth Tot Lth II, III JB1 BL KG RFPI-20 3/4 1/2 20 3 50 11. J 1 -_ - J',.I1 Jo11 - -- J, 1 31 R1 05BRim 1/2 q 16 144 II J1 RFPI-20 3/4 1/2 12 14 166 J2 -- J2 - J2 RPPI-20 3/4 1/2 15 34 544 J3 RFPI-20 3/4 1/2 5 6 30 J2 - - = - z}2 -- .� J4 RFF1-20 3/4 1/2 2 2 4 I� J5 RFFI-20 3/4 1/2 1 32 32 12 1 li J2 1 61 RigidLam LVL 3/4 1/2 1.5E 3 14 42 I ,IIIS' I-- 111 52 BIG BEAM 3 1/2 1/2 2.1E 1 6 6 - II J U J Ili - - - Accessories II' J2 I 0 0 illi 12 H1 ITH01Y950-or-ITT9.5 5 to SII J2�-- - --€ 1 -, R 1 lo ep a R1 _ 1 cl o a B1 I ® CONFORMS TO DESIGN CONCEPT J9 _ E &1 ❑ CONFORMS TO DESIGN CONCEPT WITH SI. u_ u- a REVISIONS AS SHOWN J1 lY K -. M ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 11 u_ 'T -VI WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE 11ITH THE - - . _ j DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R J 1 1 By: Arnold A.Solomon Date:December 3,2015 I ,i, -=J1 CT ENGINEERING INC J 11 - ®m - -d1 _ -- Ji 0[ONEORMBTO SGN CONCEPT WITH ❑NONCONFORMING-REVISE 6 RESUBMIT J-1-- JI 11 -d-1 By ae.c.we°r HDate I w BIIS_ Jt _�g — — MILBRANDT ARCHITECTS ......_BJ3_............. ---------------:F.-------__ _ __.--J92..-_- 15 JB1 J 1 I - X1-3 - �)JO f IMPORTANT? �\START START / REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE 1 PORCH 1 LEGEND: Paculi iii 1... umber HO—-HANGER CALLOUT ® -SUPPORTING POST & ® -POST LOAD ABOVE TRUSS COMPANY R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 9/005 (503)353-4563 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 5415 ABD(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 11/23/15 B =BEAM(FLUSH W/JOIST) DESIGNER: KAMIL.HENDERSON DATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" FL 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 CJI TO 0 o Products 4 4 PlotIDILength Product Plies Net Qty 1 START FRAMING HERE > 9-08-00 4 4 RM1 42-00-00 1"x 14"APA Rim Board 1 1 IRM11 r��� RM1 34-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT 1 ® / RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® RM1 8-00-00 1"x 14"APA Rim Board 1 1 CONCEPT CONFORMS TO DESIGN WITH r =1 ❑ I e HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT ' N BIN/15 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE g, p BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM4 14-00-00 1.5 RigidLam FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE f: LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF NHICH HAVE PRIORITY : : BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. rOlO� r N 0 N N N N N N N N , BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Solomon Date:December 3, 2015 :N N IN N 2 N N �N 2 LT_ LL LL LL LL LL LL LL LLBK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC , LL LL LL LL LL LL LL LL CID [ BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® oHwwm„oma„G"�H EP, L I BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑E„O O°15Er'''N"W"" BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 NON CONFORMING-REVISE R.RESUBMIT BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 °- BM3 21-00-00 BBO1 1 1 MBA.ND ul Data . CO) BM1 15-00-00 5-1/2X 14 BIG BEAM 1 1 By MICBRENDT ARCHITECTS f O 14 11-0 3 i-- -. BM,----.- 4 1 Ij '-Oli.ul --a , ACCESSORIES QTY IRM11 I ® THO17140-2 44 d jl 'W II HUCQ1.81/11 5 m1 :H AC -, Ir HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' r'm :m 1 f FLOOR LOADING I I 11 BK1=BLOCKING V II O 0 O G ®I .5 5 IO O' RMS=RIM BOARD 40 LL �RM1� j v v v Ilbl LL W o o LL Ha u,� LL LL LL LL 15 DL 1 LI PL LL HI' LL LL I) I REFER TO STRUCTURAL PLAN FOR ADDITIONALI I�nI - POST TRANSFER BLOCKING III AND SHEAR BLOCKING REQUIREMENTS. CO 03 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I l..dl�._y.K1 _ I: BN I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ---iBM6� -1 II B = - -� II 3-0 4 II IBM6I RM1 1131031 _ U 4 6-08-00 q ��-_�=`_�_ �I Pacifi umber ,L START FRAMING HERE > 4 R & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET SHEET 2 OF 2 o ril o o m r-- �A» C...) o r n m - Z -a '`n0om �- aW W —I . co /"<� I— W =1 Y/ m a � 70m0 Cl) < Z Stew o CO F .zmZ 40'-2'o * co o 17-10' 8-0' .� 0 o N 2. mn � '� ,, V. o -Iim z U C -• co Iii. 1 II P� 1 le a liWa �� PJ3 •• Iii ti:ll 11111Z4116.j co 1 pie k cn n m m m c + �,FA� c, W W m \ a O. 0 0 0 —1 0 1 PJ2 . 3 ,,,,dpal ,rT.,:. I i :, cEi w . w m r .: c. 1 PJ 1 IQ tu 2 ji ')1Iii 3 01 ,. r 0ita ,... _ .... 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V A zOOz�OCTp�p •••y a:. �m73y'o"vc-immT O a. �ommzAZxc mo IR •• DIMINIIIIIIIIMIIIIIIIII Do— o9 _ N fB 20 Z O G) .. 1 N = J3 C) • rC ca- (I, .4 IIA, J1 03 1O.2 N in C IC K 2 : �. o0 - -� o 101-5 1/2' Tir 471-0" �-51� X CONFORMS 10 DESIGN CANCUN r X❑ CONFORMS TO DESIGN CONCEPT H CONFORMS TO DESIGN CONCN JVITH 0rs 9 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 0 c LI REVISIONS NOTED ❑ NON-CONFORMING - REVISE AND RESUBMIT ea a NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE n> WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE "‹ EMI FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY °) DRAWINGS. SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC MILBRANDT ARCHITECTS