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Plans (30) -bre " ROSEBURG FRAMING SYSTEM`' .' 'r ,2,..ttr. ____ PACIFIC}UMBER COPYRIGHT 2017 quar engineered woo products forJodav s builder- .-`www=-�. ....._ 6, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 1. 54,10BLOCKM. 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 DRI M4 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other aPo,l.= product supplier other than Pacific Lumber Company strict) „' ' rows Paow nnove ro ee..Ru:o eelaw. =n-owe reftve wows MATCOs F ,-,,, p pp p y isy prohibited.Unauthorized use or reRoer.,�.�a.w�r�« RoueuroroWWerPaoaucis aasasuzcawacsTvaaoucrs --�-__ _, eenn�Ha..Ner.or a�ocKs copying of these plans,infringes rights under the Copyright ACL Infringes face liabilities that Include eeLow To POST move. �� `� �`� penalties of up to s20,000 per work infringed,and 100,000 per work infringed willfully. �/ RFPFJOIST MQS91eMiP0AMWlA•OD4C75 /'/ iro MST2019-00133 114119 SW 169TH AVE rt,a` h II11 MST2019-00134 114131 SW 169TH AVE CONTRACTOR NOTES: 1255/6N NOTES, .r u.....�„«�=.:�+ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS w=.«-P,»w`�"�n°�"'+:-,._«,-' MST2019-00135 114143 SW 169THAVE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR n '«"` (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MST2019-00136 114157 SW 169TH AVE 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS HRH REARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 MST2019-00137 114179 SW 169TH AVE 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: ___ --.. -- —_.__.. FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL 2psf DEE LOD 1 SHEARWALLS 1 psf DEAD LOAD THIS I5 A PLACEMENT PLAN ONLY. SAREAS: 3Opsf psf LLIVIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all - 9-1/2 RFPI-20 5 15"O.G. - 9-1/2 RFPI-20 5 1 6"O.G. .1-1/2 RFFI-20 5 16'00. 9-1/2 RFPI-20 5 16"0.G. 9-1/2 RFPI-20 5 1a,"O.G. shear wall blocking placement and connectors. ROOPLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE Purchaser responsible any c le for approving this 1/psf DEADLIEE OD START FRAMING HERE ayout prior to any construction. 11psf LOAD 6t int — 1151; I I ® CONFORMS TO DESIGN CONCEPT , II „ . _! ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN J t J 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 12 J2 42 J2 J2 J2 .12 J2 J2 12 12 J2 J2 12 12 J2 J2 J2 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -2 J2 12 42 J2 12 12 12 12 12 J2 J2 J2 J2 J2 J2 J JO WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 15 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE JSDESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �!# J5 J5 J5. JS J5 J5 15 IS JS -f5.-tl OVER THIS SHOP DRAWING. JB 1 JB 1 By: Arnold R.Salmon Date:Oct.29,2018 R2 15 1_ _ JB1 �` HDR4 �` n I _Y 'HDR4 HDR4 i� JB1 2 CT ENGINEERING INC R2Jil J J4 HDR 1 J5 Jg 13 13 III 13 13 HDR 1 1 R2 ❑X CONFORMS TO DESIGN CONCEPT H4 t L J4 14 R2 CONFORMS TO DESIGN CONCEPT WITH gg� rB3 4 ❑REVISIONS NOTED HDRE I1 it x ',I IL I,i II 1I II HDR 0 NON CONFORMING-REVISE&RESUBMIT LANDING/J i' 51 51 g 1111 0 LANDING THIS SHOP DRAWING FAS BEEN REVIEWED FOR GENERAL CONFORMANCE LEVEL IGN CONCEPT ONLY AND DOES NOT REUEVE THE )1--. $ • LEVEL WITH FASRICATOSRNEt�OR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE IIRR 1 R 1 R 1 B-1 PRIORITY OVER THIS SHOP DRAWING. B1 ' ,I R1 R1 II R1 R II I'. I I I I I''''R1 I R 1 I _ R 1 R 1 R 1 R 1 II By David Burnett Date 10/30/18 R2 'I. 2 MILBRANDT ARCHITECTS 41 J, J4 J4 J4 J4 J4 J4 J3 13 141414141414 J4 J4 J4 J4J414 13 13 141414J4J4J4 R2 JB1 JB1 JB1 J3 14 14 14 14 14 J4 1__ -:-1441 , i -_ HDR4 4 HDR4 I HDR4 JB 1 R2 HDR2 fp' _ H4 HDR2 -----R2 P I 55 BS 1 C 138 55 BS B r Tr r r r r r I r IT B5 B5 T 11 11 �. ,I2 I 111 II B5 B4 I BB4 BE BE BE 1286 43, 6.15 15 '® IE, B5B5 �S 55 5 5555 J6 J6 J5 B-II J6 Jb J6 5 5 I R2111-n : : fHo - - .]S1 HD�24 L 2 s JBHDR4 ..ISI JB1 --.:-IRI ,.- JB1 - - J1J�R2 �I- J L L L - "HDR4 _ �. L _IL . HDR4 1 L L i L HDR4 _ 59 R2 VR2 R1 B8 B8 Rt R1 B8 R2 R2 B9 R1 R1 R1 , 3 H3 52 H4 4 B2 H3 ( PL 15-35 1 (MAIN) POLYGON-FRENCH REVIVAL RT AREA 4 5-PLEX E-5(0)414-8(D) LOTS 52-55452-56 a 52-861 Mrk• Material Width Depth &rade Qty Gut Lth Tot Lth HOR 1 BIG BEAM 5 1/4 11 1/8 2.1E 2 20 40 HDR2 BIG BEAM 5 1/4 11 1/8 2.1E 2 18 32 HORS BIG BEAM 3 1/2 1/2 2.1E 2 8 12 HDR4 Cascade S.L.24F-V4 3 1/2 10 1/2 Fb-2400 11 12 132 /4PORTANT.I Si RigidLam LVL 1 3/4 1/2 1.5E 3 4 12 REFERENCE INSTALLATION 52 RigidLam LVL 1 3/4 1/2 1.5E 2 10 20 B3 RigidLam LVL 1 5/4 1/2 1.5E 4 2 8 GUIDE FOR ALL FRAMING 54 RigidLam LVL 1 3/4 1/2 1.5E 3 12 36 DETAILS AND 1-JOIST INFORMATION 55 BIG BEAM 5 1/2 1/2 2.1E 20 14 280 56 BIGBEAM 3 1/2 1/2 2.1E 2 12 24 131 BIGBEAM 5 1/2 1/2 2.1E 2 16 32 58 BIG BEAM 3 1/2 1/2 2.1E 6 4 24 _ LEGEND: 59 RigidLam LVL 3/4 1/2 1.5E 2 6 12 MAIN FLOOR JOIST LAYOUT JB1 BLKG 1.15 LVL 5/4 1/2 1.5E 120 3 560 </'�\ }—-HANGER GALLOUT R1 1.15 LVL Rim 3/4 1/2 - 1.5E 53 20 660 SCALE 1/4”- 1'-O" aC' i �� umber �/ R2 OSB Rim 1/2 4 16 i 1 2 & TRUSS ® -SUPPORTING POST .J1 RFPI-20 3/4 1/2 4 10 40 .%. C O M P A N Y ED -POST LOAD ABOVE J2 RFPI-20 3/4 1/2 38 12 456 ' J3 RFPI-20 3/4 1/2 11 28 286 .$ R -RIMBOARD J4 RFPI-20 3/4 2 34 28 952 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J5 RFPI-20 3/4 1/2 11 16 116 J6 RFPI-20 3/4 1/2 9 8 12 PLAN:PRENON REVIVAL'TARGA 4 5-PLEX E-6(D)4 K-6(0)LOTS 52-56462-66462-66 JB -JOIST BLOCKING J1 RFPI-20 3/4 1/2 3 4 32 GUSTOMER: POLYGON J -JOIST CALLOUT Accessories PLAN DATED: B -BEAM(FLUSH w/JOIST) Al THO1 1950-or-ITT9.5 41 DESIGNER: KAMI L.HENDERSON PATE: 10/1 2/18 HDR -HEADER(BEAM BELOW JOIST) H3 HUGO 1.81/9 4 HBO-BEAM BY OTHERS H4 HU410 b PL 1 8-55 1 (MAIN) SHEET: 1of 2 • 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > . START FRAMING HERE START FRAMING HERE . START FRAMING HERE <START FRAMING HERE 0 IBM21 RM0 oN IRM1 " 0 IBM61 � CTiI, D RM1 M6O1 B0 BBM60 :TlF ° ® po RMM9 10 o s RM 1\ 0 b -,------[ 1 9 i ''cl"-- ,• •- 9 III I 1 co 12- J-15� i, li i Q. 12- -1 A " m. Q13-0I-00 ° n c' 4 p o o a m ^.�:I�:�'I��^. a ® ., ° A 4:. _ L13-01-0C® o £ v 0 6 n A a Q o a A N " 'E m _ Fll A m D _ d aS a :li III n OaD D v ''I -0, C� I _ CC IIII C) cc RM1 n _. ro `�. _. o 2 m RM11 a cc I : �I cc ..>r p N2 IA 2 cc �{ nim® E tioIBMzI Ism2I y .4.47 I I- [BM21 . > I Ul 1 11 all ' 9 -.. RMt s SND lRM11 L kg c---ii A _ 2� - Q a p A N 103 A I b 4 i a i po D A 2 cc ...,, . yr'i is RM1 u RM1 — IRM11 1 13-00 1-C3-00 IRM11 =e. �,�,,� RM1z RM1 1 13-00• �- 1RM1� L'IRM1i L N a- ........_I o RM1 cd A c RM1I .� 2, _ __ �_.E �, 0 w IRM1( re f RM11 -tr. 0 ® CONFORMS TO DESIGN CONCEPT E ID CONFORMS TO DESIGN CONCEPT ce it rc ❑ CONFORMS TO DESIGN CONCEPT WITH a o ❑ CONFORMS TO DESIGN CONCEPT WITH ui a o a 0 v g li o- REVISIONS NOTED a CC 0. c n. ix REVISIONS AS SHOWN a) O v) 0 y o a) o Le LL NON-CONFORMING-REVISE&RESUBMIT cc LL re LL a NON-CONFORMING REVISE AND RESUBMIT a z C0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE = _Si) to OR FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R- tto o DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Bo DRAWINGSSPECIFICATIONSAND APP , , LICABLE CODESALL OF WHICH HAVE S , D Tb ap PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By David Burnett Date 10/30/18 By Arnold R.CT ENGINEERING INCIoon Date:Dct.zs.2DIB MILBRANDT ARCHITECTS Products _ — PIotID Length Product Plies Net Qty I + BK1 37-00-00 1-3/4 X 20 LVL RIM 1 5 RM1 37-00-00 1-3/4 X 20 LVL RIM 1 8 JOIST WITH RIM RM1 14-00-00 1-3/4 X 20 LVL RIM 1 3 ALL BEAMS AND CONNECTORS PER ENGINEER BM1 14-00-00 1-3/4 X 20 LVL RIM 2 2 POLYGON FLOOR LOADING 8M23 14-00-00 1-3/4 X 20 LVL RIM 2 4 BK1 =BLOCKING 40 LL BM22 13-00-00 1-3/4 X 20 LVL RIM 2 4 BK1 12-00-00 1-3/4 X 20 LVL RIM 1 3 FRENCH REVIVAL 5-PLEX E-8(D)&K-8(D) RTAREA 4 LOTS 52-56&LOTS 62-66&LOTS 82-86 RM1 =RIM BOARD 15 DL BK1 11-00-00 1-3/4 X20 LVL RIM 1 3 REFER TO STRUCTURAL PLAN FOR ADDITIONAL Pacifiumber BK1 10-00-00 1-3/4 X 20 LVL RIM 1 5 PL18-351 UPPER RM1 10-00-00 1-3/4 X 20 LVL RIM 1 7 POST TRANSFER BLOCKING 13M2 10-00-00 1-3/4X20LVL RIM 2 2 AND SHEAR BLOCKING REQUIREMENTS. & TR U S S COMPANY BM6 10-00-00 1-3/4 X 20 LVL RIM 2 8 10/12/2018 RM1 7-00-00 1-3/4 X 20 LVL RIM 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM21 5-00-00 1-3/4 X 20 LVL RIM 1 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. BM3 5-00-00 1-3/4 X 20 LVL RIM 1 1 BM4 5-00-00 1-3/4 X 20 LVL RIM 2 20 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM2 4-00-00 1-3/4 X 20 LVL RIM 1 4 ACCESSORIES QTY LOP- - ' 'I BM5 4-0-00 1-3/4 X 20 LVL RIM 1 1 �I� . ISI RM1 4-00-00 1-3/4 X 20 LVL RIM 1 8 pr. RM1 3-00-00 1-3/4 X 20 LVL RIM 1 6 A HIT420 96 RM1 2-00-00 1-3/4 X 20 LVL RIM 1 20 SHEET 2 OF 2 RM1 1-00-00 1-3/4 X 20 LVL RIM 1 6 1-3/4 x 20 LVL BLOCKING 80' DO NOT: © HUC416 12 Loosen, remove,cut or notch SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. t' CO N UC N a 7 t MI X O. u O U L ..0,T Q O F- F 13'-6• I 13'-6' I o 1a-6" l N i 1 �" J r NNN M N L J �'�� •� v tips v y'Q� �Q�. ,� '-0' 1Q` ton rsi" ..- a km. un to \_I I I / — F,Q \ I. c /, OP V ' / / I / i1 c r.� 1 _iw, � ,_ I : \ I Art��A HSJ1 _��.� ref[�+i I_lr Iii, 1/ ► ��_. i A• � E.�a! t' i �1/; \�; ..ti.%1, 'r I, :�I_�_� �' �I HSJ1t�.,I �_ a LI_ fli .. 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C7 i- LJ.I W O OVER THIS SHOP DRAWING. N By David Burnett Date 11/1/18 -I 1_ < 1 cc a By: Arnold R. Solomon Date: Nov.1. 2018 J ICS Q LL W MILBRANDT ARCHITECTS CT ENGINEERING INC °� aO 0 ~ ~ ' 2 a ° � Q � w2