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Plans (240) ms-N- Q.o\*-- - cju2.1 \.US) \u\rNosc\0,2a5s \ - . - '7,r,»rt PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM" qualify engineered wood products for today's builder- "`°" --�, ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. SOLID 191-CKK ALL The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber Rt Gi LAM LVL Rt Gt Rt M II �G BELOrt.w` company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �� ^; �-^ ,IIII SOVV IS LGX product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROOERURVI FOREST PRODUCTS ROEFBURG FOREST PRODUCTS copying of these plans,Infringes rights under the Copyright Act.infringes face liabilities that include��� ' `` aa.ory ToeosT ' penalties of up to$20,000 per work infringed,and 4100,000 per work infringed willfully. _-,+ AREA eOVeRFPI Joisr R0.4atlRO fORESF OaVC75 . I, CONTRACTOR NOTES: DE5/6N NOTES: ..N w1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM PIAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR TZ. o=°`""'." ,,.„." (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFri BLOCKING PANELS BYTE ETEnRNSMALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 NTS. ILLS. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS 5LEOffAS I I I I 3OpsF LIVE LOAD' 1 2psf DEAD LOAD ROOFLOAD/N6+ 25psf LIVE LOAD 1'Ipsf DEAD LOAD I- -I PATIO PATIO 51 51 J. 1 R.1R1 J9 R J3 '1R1 R �` Si I 7 7 � I) WV - PL 3-252 (MAIN) -db - Jb#- POLYGON 26 10 A Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth 11 72" F - NF1 056 Rim - 1 9 1/2 7 16 112 7 i J1 RFPI-20 1 3/4 9 1/2 1 10 10 1• I1 J2 RFPI-20 1 3/4 9 1/2 2 2 4 ,� PE--ter-"-- -:9 0 U —'---Fr--�R Je J3 RFPI-20 1 3/4 9 1/2 1 8 8 51 51 0R1 -1 J4 RFPI-20 1 3/4 9 1/2 3 1 5 54 .,J6 -- Il IN J61 - J5 RFPI-20 1 3/4 9 1/2 1 25 28 v Ts JO RFPI-20 1 3/4 9 1/2 15 26 390 JO --- - ® Jho R B1 RigidLam LYL 1 3/4 9 1/2 1.5E 1 15 18 B2 RigidLam LVL 1 5/4 9 1/2 1.5E 1 25 28 JE 1 O Ory JO$1 JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 JO K J6 . Accessories re re - 14're •" Jb 12'-0" H1 ITHO1-1950-or-ITT9.5 4 12'-0- 14'-0' - J6 P v JO 11, Jb - - J6 'J6 - JO -, 45 - - i -- .N R1 J31 - -1 R1 a J-1 - I I J-1 , J91 I I J5 1 - PORCH I PORGH I NF1 J4 M _` - • Ja -1 IMPORTANT! \R 1 R t J9 REFERENCE INSTALLATION NF 1 START START I NF 1 GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION c FRAMING FRAMING v - HERE HERE ain END: in Pack umber HANGER CALLOUT ® -SUPPORTING POST & TRUSS ` C O M P A N Y -POST LOAD ABOVE I R -RIMBOARD ❑ CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH 1.5 -LVL BLOCKING 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 2610 A J5 -JOIST BLOCKING El CONFORMS toDESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT a°r�s oE�Fo°,EosIDNcoNCmT.. min SHOP 1DE5I5 HU BEEN REVISED FOR GEIEML CONFIDENCE PLAN DATED: 9/23/13 0 NONCONFORNiNG-TO5SEERESUBMI RITE THE DESIGN CONCEPT ONLY END COES NOT RELIEVE THE B -BEAM(FLUSH US/JOIST) FESRICA:oP.l VOW OF REIPONSIBILITY FOR CONFOR CNCE WITH THE MAIN FLOOR JOIST LAYOUT InsIDEI WINES PHDSFFCIFIEATsa$ALL OFRncNSYEFIIEF r EWP DESIGNER: KAM/BELWOOO DATE: 11/23/13 NOR -HEADER(BEAM BELOW JOIST) .:.xE:.,�,-,.",,. OVER THS SHCR WRING. DRREITOE PALL VERIFY ALL ONENSIONS. BBO-BEAM BY OTHERS I" SCALE: 1/4" 1'-O" By O. wEm6.� 9/22/IN Or: TaEO R.Woo Cate:sxeenRC,o,m14MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 5-252 (MAIN) SHEET: - of 1 CONFORMS TO DESIGN CONCEPT POLYGON Fl CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H NON-CONFORMING - REVISE AND RESUBMIT El CONFORMS TO DESIGN CONCEPT 1:1 CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFCH1ANCt REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE IIFH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 D PRIORITY ,SPECER IFICATIONS, IS OPDRAND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC By AlexiaFukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 __ BM1oi -- BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -' BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1-07-03 117-0, - -1 g 1 A ° • F1O 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m ,-°, mit ° • d BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' '' IIBM19 F10 giilT-- gr-- I 9 -- .= BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 it-$M} -1« 1 F07 I BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 ° ° II Fol �,I� BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ° q F07 i� BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 19-05-00 6 F07 I BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 1kill 11 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ° • ° 11B F07 I BM10 26-00-00 7 X 14 BIG BEAM 1 1 L� 05 ` ,_ BM3 BK1=BLOCKING °0 * F05 ° ° _---- RM1=RIM BOARD 'LI BM4 ACCESSORIES QTY I ( II DA TH017140-2 43 1, A ki 11 F04 11 © HUCQ1.81/11 6 IY I I F04 I'r` 1x14 OSB RIM FOR SHEAR BLOCKING 28' ° • °I . ° I P F04 q m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN �- �I I • ° f FU4 II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 I F04 II BM3 --""-,c) - - FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA _` • •—.1.1).;11....F0 FLOOR LOADING 2I I 40 LL ° ° ° I•��FO • .1 15 DL 19-03-12 I F03 I _ _ J ° o ° . I I I• F03° I -- W a co A 1 ° F02 m___ i IA!A J JOIST WITH RIM w I F11 F12 = I . F11 ma ° F12 : === 1 ;!0 P acifi umber re • 0 & TRU 5 S COMPANY RM1