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Plans (74) n CONFORMS TO DESIGN CONCEPT POLYGON ® CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN III NON CONFORMING - REVISE AND RESUBMIT El TO DESIGN CONCEPT PL13-291 UP H CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CO MANCE 1 ❑ REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE fiE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANC=WITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HA E PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY A L DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PIotID Length Product Plies Net Qty FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM 1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: Septe ber 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RMI 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 BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 -I BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1 F09 cQ ; BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 m ` ° '' ' :I F10 Q BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m r�)9 � i BM1s��= BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 --- � m ° m '` �' F07d g ;� 1 --.= BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 [` 'F' ' I F07 it Cil - BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° ,F0(3 ° F07 BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 1.1 ,. 19-05-00 ',. ql BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 ,� ° I F07 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 b , I' 0 F07 it a 2 1 <= _IQ � Z F05 *1� BM3 J W Q 0 s BK1=BLOCKING Q J °. .. F©5..°.. °.....: °,� RM1=RIM BOARD 5. j Q Z r' BMlji ACCESSORIES QTY 2 CC W Q is ^ F() o ° ®I THO17140 2 43 Q W IA Z F2 � .I P F04 ; © HUCQ1.81/11 6 Q um ° °' �' 1x14 OSB RIM FOR SHEAR BLOCKING 28' 0 OC _1 j X02 F04 W J Z W .1111111 . F02 ° ° -I IF F04 F 00 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Z O § l 1111 .Q I. F(?? ° M �F041 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W �w � � ,. F04 HI Q Ill U O w ,'' ° kF j> ° _ = FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA X W Ff�2 ° B ° r� FLOOR LOADING W W Z . ,1. , 1 F03 F 40 LL 2. . .. ° Si ° i 15DL Q W 0 ° W > U {' h(32 T� I I F03 f O0C� !. ° ' co _.� W R' 2 I; ° Q m OC I ' ,F02 <- 19-03-12 F03 p _ u _ i ON I I F02 1 F03I REVISION F02 ° F03JOIST WITH RIM ° � W �i F11 zo- L 2 Pacifi umber F11 . cc N \ F01 BM9 O w .;. � & TRUSS COMPANY ,RM1 °�"��� PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM" i quality engineered wood products for today's builder- --"m"'" ow", ,m - These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 0. ��� ,I� II „' POSTS MOM ABOvE The plans may not be reused gh copied,d whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RIGIDRIM- losaerampwells Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �1, ,, . �.+. 111 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG fORFST PRODUCTS ROSFaBRG FORair PRODUCTS E / , copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include 'i / `\`�/ ariory ro-oen move penalties of up to$20,000 per work Infringed.and$100,000 per work infringed willfully. i �IIM!! RFPfJOIST ,r"„„ `r' 1p or CONTRACTOR NOTES: AE5/6N NOTES: ...t... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS '^"`;'s,,o•pJ(�;,,,„"y,„t,.,,-o,,,,-,p 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ...a."""""•`F'°°°""'"" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI"BLOCKING PANELSWITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL OF L/450 N.Ts, N.rs. (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING FOR PLUMBING PLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf VOD 12DEAD LE OAD SHEARWALL5 1 psf SLEEPING AREAS: I I I I 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAPING: 25psf LIVE LOAD 11 psf DEAD LOAD T 7 WHERE PLATE NAILING AT WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS REQ'D. AS REQ'D. AS REQ'D. N R1 -. R1 PL 1 3-255 (MAIN) -= R�'�'- 7R t ---'=-J3 :: __ R iR t R11-,-- •_,1#.;,-;_------••!. - --- POLYGON 2610 D Mirk.# I Material I Width I Depth I Grade IGtty,I Cut Lth,I Tot Lth II 1 I. -- __- - --