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Plans (74) s r�-�c - c2)--s-''- / 2i-sZ/ c-1 3 ,c w /L5-7--/7k.4. .� °` � - "�= PACIFIC LUMBER COPYRIGHT 2014 .�"' ROSEBIIRG FRAMING SYSTEM" w ,p,'tiv„"`° These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 't': R ',. ti ,r ' quality engineered wood products for todtat4builder- 4444.4 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDi.J"M 14 RIGI DR' - so rwnA'-',..ove � '�.�°u.o""" ,I,Ljj � ro sewnnis aewn Company,which retains copyrights to,and ownership of Che pians.Use of these plans by any other � � r,� C xsTwu sauwsw a2,ocxs ' 4I�I ;^^ / MA NE.A,A.,...BLO product supplier other than Pacific Lumber Company is strictly prohibited UnauthorizeA use or D 1ZI�Igr copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include U lrilOSMUNG MOOT sewn ns waew ores' T r penalties of up to 520,000 per work infringed,and$100,000 per work Infringed willfully. 4 FP 1 JOIST„,,,,;--1.,„.:- , II� 77.----,„:_ ` � \ CONTRACTOR NOTES: DE5/6NNOTESr ,,,m,�,,,,,,,,,,,,,,,,,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ;: ”'z,"'�",,..,""'°'°"°"' 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 RBI-BLOCKING PANELS runs aEARP16 BALL ABOVE POST LOAD TRANSFER DETAIL - (UNLESS NOTED OTHERWISE) DE L/430 N.rs. N.rs. 4)USE CAUTION WHEN CUTTING BOOR LOAP/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12 sf DEAD LOAD r 1 SHEARWALLS P THIS ISA PLACEMENT PLAN ONLY BOps*LIVE AREAS I 30 f L R 1OAD I This layout is to be used in con junction with 1 2psf DEAD LOAD --- -+ R 1.. _-- _.- _... _ Architectural/Structural plans.Verify all PATIO _ I N ....Jq _.. �, PATIO ...... H _._. J.I _ _ _. 1 I, shear wall blocking placement and connectors ROOPLOAD/N6r • In _._. _-' =urchaser responsible for approving this 25psf LIVE LOAD P ..___- ......... ......... 14......._,lq _....._......._ I'l Ja 1 JB T.........._ - ....... __..__....... J<}_.__I. ......... _._..._........ ___._...... ............._ .._ ayout Prior to any construction 1_Ipsf DEAD LOAD R 1. t...- -- '--__R 1 1 R1 _. JT J 1 111 J1:- L1 :::. .... .. J1 Jb J€, J} ® CONFORMS TO DESIGN CONCEPT JO 1 R1 1 �.1 11 J} ❑ CONFORMS TO DESIGN CONCEPT WITH J1-...... .._. ....... _... ...... ... ........ ..... ---...... __ ...... _.......... • m 1E1 -16 Jff ti A. -.11.. _.. ......... REVISIONS AS SHOWN .. }i 1.... ..... 1 __ J5...._ _.. __.. I--Jb .. _. _. __ _.. Jb ...... ..._ ___. J5_. ...... ..... p�.y. . P T- 1 11 I ❑ NON-CONFORMINGREVISE AND RESUBMIT _... J5 __ ` Jb ... __ Jb } -J5 ^O THIS-! DRAWING EAS BEEN REVIEWED C FORGEHEFAl CONFORMANCE Ef1I .MITTHE DESIGNCONCEPT ONLY,014D DOES NOT RELIEVE THE FABRICATORNENTOR OF CE ITH THE 1-: :::::: _._ ::�:: J•S�::: _.. DESIGN DRAWINGS AND S?ECI.r-FICAT:CNS,ALLFSF WHICHN. VESPFIMITY Jl3 1 ;R1 R1 JB1 � OVER THIS SHOE MASSES. JS I, - J5 I .1 11 By: Arnold A.Solomon CT ENGINEERING INC Onto:November 3,2015 tR1 ... _ �1: ... J2 .... J2 11•1::: J2 ..... Ja... o R1 O JS J 1 '3 o 1 Jet 11 1. C ei ._ .. 5 em 1 ryB 1 i ... Jg_._ .... ...... _. ...... .. Jo..... _- ... d 1 I JB1 - _- .._ .... 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I I J5 Js - PORCH PORCH I I J5_ J5 J5._... 1 1MPP_RTA1477 REFERENCE INSTALLATION START FRAMING HERE----- START FRAMING HERE GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION 5FEAT®11215NLH PL 14-403(MAIN) LE6ENYO: POLYGON 11 B 0_.HANGER CALLOUT ~B• Rigiaam wL y KIM Depth G1raada all cut Lth Tot2N PaciiGLumber B2 Rigilam LVL 3/4 1/2 1.5E 2 a 16 -SUPPORTING POST 53 RigIQ_am LVL 84 RlgiQam LVL 3/4 3/4 1/2 1.5E 2 2 1/2 1.5E 1 12 4 12 & TRUSS COMPANY Y M4/ n]t FLOOR JOIST LAYOUT a ED -POST LOAD ABOVE R1 oFB Rim 1/2 12 16 192 SCALE: 1/4'-1.-0" R -RIMBOARD JFI 1 RF -2o 3/4 1/2 b 25 16,8 J2 RFFI-20 3/4 1/2 2 34 69 LB -LVL BLOCKING J3 RFPI-20 3/a 1/2 2 14 2a 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-4663 /4 RF71-20 3/4 1/2 9 30 210 PLAN DESGRIPTION/NUMBER: 1 1 5 JB -JOIST BLOCKING J5 RFFI-20 3/4 1/2 14 12 165 Jb RFPI-20 3/4 1/2 a za 192 CUSTOMER: POLYGON J -JOIST CALLOUT Jl REM-20 3/4 1/2 3 26 15 PLAN DATED: 1 1/1 3/1 4 Ja RFPI-20 3/4 1/2 5 35 190 et -BEAM(FLUSH w/JOIST) J9 RFFI-20 3/4 1/2 3 32 96 HDR -HEADER(BEAM BELOW JOIST) JB 1 BLeS RFPI-20 3/4 1/2 49 3 141 DE516NER: KAM/L HENDER50N PATE: 12/4/14 5B0-BEAM BY OTHERS Awawrles 41 I TNO 11 450-or-1119.5 5 PL 1 4-403 (MAIN) SHEET: 1 Of 2 BEAM FLUSH WITH TOP OF FLOOR JOISTS 7-06-04 17-07-12 24"OPEN WEB JOIST @ 19.2"O.C. ..I 15-00-08 .TAGGER F15 JOISTS 112 F02 GIRDERAVOID IOS TF HANGER COLIJBN AND PLUNGING ABOVE. .S2 START FRAMING HERE POLYGON MOVE JOISTS +/- 4 TO iEo �� aL.- 17B (old 5017 BI PL14403 UPPERAVOID PLUMBING q „+=�, MEOW ' [ 1-02 ` 11/3/2015 _ o3 m m m CO m f [ Ni LL LL LL LL LL LL 8 m 1 : Hi4 Products ( PIotID Length Product Plies Net Qty BM6 21-00-00 5 1/2"x 21"Glulam 1.8E 24F-V4 DF/DF) 1 1 )� CONFORMS TO DESIGN CONCEPT N 4C 40 Fa0 a1 F42;4 as311000WM N0 BM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ CONFORMS TO DESIGN CONCEPT;WITH Il e ft ��N I BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 i. REVISIONS AS SHOWN L BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 ❑ NON-CONFORMING REVISE AND RESUBMIT Ns N `D 10 ,- a v v "I �"' v) m el ,. v, ,. o BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 LL LL ti ,� ti .0 :IT LL 'LL LL LL LL LL LL. 4 BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 THl'SHO DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - n. N WITH H DESIGN CONCEPT ONLY AND DOES'o RELIEVE THE N BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 FAB. CAT . 4,G.OF RESPONSIBILITY FOR CONFORMANCE WITH THE `� 0 tl BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS-_L OF 1fiI.H HAVE PRI.-:TY OVER THIS SHOP DRAWING. F03 3 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 By: Arnold R.Solomon Date: November 3.2015 m { _= '` CT ENGINEERING INC LL F03 BEAM FLUSH WITH TOP LL LL U:. LL \ N ACCESSORIES QTY O . LL OF FLOOR JOISTS y 0 0 0 i • O O HIT424 47 IFS 1 -05 3 2X4 DF#2&BTR FOR RIBBON 210' �, m ( f 6� I c.>,.T.,.:. [T.Z LAIN ¢ y © HGuss.so/lz 1 �'... .® , 11-05 3 ! 1 Q HU412 2 m LL j` O• 0 O HGUS5.25/10 1 F4 F40 40 40 41 F42 M..431.-44745 1.40i , 7 IBMSI 0 t I ,; on=BLOCKING FLOOR I OADINC ` NN N N.O RMI=RIM BOARD 40 LL LL LL Li LI 15 DL NI? REFER TO STRUCTURAL PLAN FOR ADDITIONAL o .( ___.___ILLI___ .. ILII..__. �1 POST TRANSFER BLOCKING n x IBM4I I' AND SHEAR BLOCKING REQUIREMENTS. f� I-- n- r� n r r�on nn '• Q '� LL u_ ti L. LL t_ kLL u.7-;_' D 1 a,' y I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN T I... m 7--,--,,,, Isr�,�x; ;' I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I LLJ I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I MI 40. 41 43 t F45 BM F47 F40 F40 F42' F44 F40 -,�--of Noy ii - _!_�_ DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. PamI umber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 BEAM FLUSH WITH TOP OF FLOOR JOISTS 17-07-12 08 �5-0�B 1 7-06-04 24"OPEN WEB JOIST @ 19.2"O.C. STAGGER F1S JOISTS 0 F02 GIRDER TO AVOID TF y HANGER COLLISION AMD START FRAMING HERE PLUMBING ABOVE' K a. POLYGON MOVE JOISTS +/- 4" TO "� 176 (old 5017 B) AVOID PLUMBING ® _,_-°�, � PL14r103 UPPER \ 1 . Il ' ' ' , , '''''arilisiktimia MI 1 ,,,s, . ,. 0. . ..., .1 , 11/3/2015 LL LL LL LL LL LL LL N O p m CONFORMS TO DESIGN CONCEPT q i4 Products PIotID Length Product Plies Net Qty ❑ CONFORMS TO DESIGN CONCEPT WITH gBM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 REVISIONS AS SHOWN j 1. Fa 'a F-42'.;7;['77-O::TO-,,,,I,'4,4° pat MAU OMAN, BM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT { BM9 17-00-00 5 1/2"x 24"Glulam 1.8E 24F-V4 DF/DF) 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ` 1, �_ BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 tIT H DESIGNCONCEPTONLY AND 'CES NOT RELIEVE THE 4 FABRICATOR/VENDORORESPONSIBILITY FOR CONFORMANCEWITH:THE 40 `� `� `� `� `� �' v v d' BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 DESIGN DRA4 NGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ,4 , LL LL -LL U- LL' LL LL LL'. LL LL �- BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 OVER THIS SHOP DRAWING. . - BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 By: Arnold R. Solomon Date:November 3,2015 '. CT ENGINEERING INC F03 BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 BEAM FLUSH WITH TOP "LLQ °' rn �� LL OF FLOOR JOISTS E;�6 3N, ;N u. u U- ,�I ACCESSORIES QTY A 0 0 ,., A O HIT424 47 n, mO g 3 j� O$ 2X4 DF#2&BTR FOR RIBBON 210' t tet' t �`u °, i ® � B HGUSSs0/12 1 1 1 15'3 1 i i 0HU412 2 o : ID o LL O HGU55.25/10 1 ;11 F4 F45 F410 F42 F41 F4 1F4 F40 47Jt M" .L-ti N N 'N N N BMS/ f, BK1=BLOCKING FLOOR LOADING' ` RM1=RIM BOARD 40 LL Ii '.LL LL .LL u;'m 1S DL 9 REFER TO STRUCTURAL PLAN FOR ADDITIONAL . IBM4� - gg o POST TRANSFER BLOCKING ,� ;r r- n n P� ^ 4 AND SHEAR BLOCKING REQUIREMENTS. ° ti u". U- U- U- U- LL U- f. uS I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN z5- 2 .------ �,g �� mI. I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 9 J 's I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F45' i 4 '-'411', F4C :M 1 a F40 F44 F42 F40 F40 F47 !;— a —�—a I'll_ I�` —I1' DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Ai Pac� umber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2