Loading...
Plans (47) '45r).4)1(e -0°I ) _1 ?3e' sw c�.� G24jSr PACIFIC LUMBER COPYRIGHT 2012 REcEivEtt ROSEBURG FRAMING SYSTEM'" ""-�..�..," These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. quaG7y engineered wood products for today's builder• eve The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber i/+ ��rt ."P m ,II �I� Company,which retains copyrights to,and ownership of the plans.use of these plans by any other RIGIDLAM LY L RIGIDRIM" i ,I/ product supplier other than Pacific Lumber Company Is strictly prohibited Unauthorized use or ROWING,FOREST PRODUCTS 1[OSNE/RCi fORFSTPEL10EJ4iS 4 , �=-N __ -_,III copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include _/ BELOW TO POs.ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �,_ 1114 MAY 0 2 2�1b V a RFPI�JaIST �r ��° a oReTOREETscaORcrs �,�„ R��� IIIA CITYOFTIGARD � CONTRACTOR NOTES: DESIGN NOTES: I/d 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ;`, : ,.Iw-�. :»ro« , BUILDING DIVISION 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR EXCEED DESIGNEDTE TOLIVE LOAD „P„ (UNLESS NOTED OTHERWISE) �W�""� - 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA /NM-BLOCKING PANELS WITH BEARING CALL ABOVE P051'LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.rs. KTs 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR 1VA LIVE LD LOA 5)PROVIDE PROPER SUPPORT AT ALL psf SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: 3Op5f LIVE LOAD 1 2p5f DEAD LOAD I ROOF LOAD/N6: 25p5f LIVE LOAD 1 1psf DEAD LOAD R1 Rt REVISED 5If7113 tern R1 J&- 1 ==ifs----z1 PL 1 2—1 45(MAIN) lPOLYGON BC �(}- ---d& Mrk• Materiel Width Depth Grade Qty Cut Lth Tot Lth R1 OSB Rim 1/2 6 : 16 96 -__ -.-__. ---591- PATIO J1 RFPI-20 3/4 1/2 4 16 64 PATIO " ------ r; J2 RFPI-20 3/4 1/2 10 26 260 --- --- JIB, J4 --- -- _--- - --3 _ ---4 J3 RFPI-2O 3/4 1/2 2 28 56 J4 RFPI-20 3/4 1/2 5 22 110 r =- --Ti-- J4 _ J4 - - J5 RFPI-20 3/4 1/2 1 8 8 J6 RFPI-20 3/4 1/2 2 2 4 -44 __ -_ iir -._-JB 1 J1 RFPI-20 3/4 1/2 1 18 1 B I-20 T 5.1: T --- - JT - __ L 1 1F 51 RF idLam 3/4 1/2 42 4 1 6 6 (z C' JO 1-.- E32 B 1 RIS1ALam LVL 3/4 1/2 1.5E 1 14 28 L JY y' U J _-_ —_ J�1 J #3 BLKGam LVL 3/4 1/2 1.5E 1 3 8 r $� J4 -1f-J4 J$ JB 1 1.15RFPI-20 3/4 1/2 1 a 3 51 JB2 BLKG 1.15 LVL 3/4 1/2 1.5E 2 3 6 O 0 Accessories ..t2-- __. __ _. tV 'al _. _ ___ _.- H1 ITHO 11950-or-ITT 9.5 6 d d 1 J2 e eJ2 0 0 ®CONFORMS CO DESIGN CONCEPT 1 J2- _ _ _-a.1 Cv Fi 1 -- '-_ --" J2= -- '_"_ ® CONFORMS TO DESIGN CONCEPT ,w,7,TArAssNrc;o.r2sleN CONCEPT 441111 _- ,_ - -_- C- LL ----_ J�_ ❑_- _-_ I ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ J2 R 1 I�� K R 1 REVISIONS AS SHOWN "ci,n ..rt J@Y 1J2. _. ry ry - ---- - --`(3 T __ ----- ❑ NON-CONFORMING—REVISE AND RESUBMIT o I eye .Ram Cate Ll>L4 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ + --- -_ -_ - J`3 --_-- 6 _ ,}r --- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE MIIBRANDT SR C N 1 T 1 C T 5 FABAICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE __ _________ ______ ____ _.. _---- _--_ ____ _ _. __... DESIGN DRACHM AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J2== -`� _-- OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. --. -- _. 3 ---. -.. -__ _- ....-_. -- -. By: NiNGIrNaela R.PetersenRIDate:February 11.5015 CT ENGINEERING INC r —J2 _ / B J1 J 1 J2- RI ii t J32 -- -- J 1 Jq t -__J3 _. IC REFERENCE INSTALLATION 1. I GUIDE FOR ALL FRAMING p B 1 DETAILS AND I-JOIST INFORMATION Bt J1 7 R1 JB1II 1JB 1 /, START Pacifi '• limber J 1 i I 11 �� START FRAMING ��I I � FRAMING LEGEND: HERE I PORCH PORCH I I HERE & TRUSS COMPANY 0----HANGER GALLOUT � I _ PLAN DESCRIPTION: /B • -SUPPORTING POST CUSTOMER: POLYGON (MAIN) • -POST LOAD ABOVE PLAN NUMBER: 15 R -RIMSOARDPL 1 2-1 48 PLAN DATED: 4/1 9/1 2 LB -LVL BLOCKING -OUR LOGAT/ON9- JB -JOIST BLOCKING REMODELING CENTER: ENIPDESIGNER: J -JOIST GALLOUT 15100 Sri BOONE5 FERRY LA E OSWEGO,OREGON 911OAD 035 (503)050-9663 KAMI BELWOOD O -BEAM(FLUSH W/JOIST) HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE SCONTRACTOR YARD: PATE: 5/11/13 5914 511 JEAN ROAD 000-BEAM BY OTHERS SCALE: 1/4"- 1'-0" LAKE 05WE6O,OREGON 91035 (503)555-9655 SHEET: 1 of 1 MAY 0 2 2616 CITY TIGARD 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON BUILDING DIVISION 7 AB(NEW) PL15-264 UPPER C START FRAMING HERE > 6/7/2016 I lommo Products 9-06-0D PlotID Length Product Plies Net Qty 1RM1 46-00-00 1"x 14"APA Rim Board 1 1 El NDI EOM FLUSH WITH JOISTS I RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1 i RM1 17-00-00 1"x 14"APA Rim Board 1 1 �_�_ • r_�_�__ —� — --�_—11 T� RM1 14-00-00 1"x 14"APA Rim Board 1 1 ©1�-0ab5 RM1 10-00-00 1"x 14"APA Rim Board 1 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 1 RMI 3-00-00 1"x 14"APA Rim Board 1 1 BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 N N •N N N N N N N N N N N� 0 o i0 0 0 0 ,0 0 0 0 0 0 0; BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11 LL ILL Ll LL LL hL LL LL LL LL LL E1:� BK1 6-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 g BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 R ,�,�,�,�_, — =r==.� —K —.--`1 ALL BEAMS AND CONNECTORS PER ENGINEER IRM1I B I O F03 . _ m II F03 ACCESSORIES QTY z 0 TFI414 24 F01 + L_J F © TFL1714 1 k�.I F04 F 1x14 OSB RIM FOR SHEAR BLOCKING 30' ® ® _.--i RIR 04 �! v, © HU412 13 .„ j F09 ill F05 �'EL. F07 F06 II 1 F06 FO7 FLOOR LOADING I I I BK1=BLOCKING • 1 F06 IIS 07 RMS=RIM BOARD 40 LL 15 L F06MIN 1� REFER TO STRUCTURAL PLAN FOR ADDITIONAL II t� POST TRANSFER BLOCKING F06 II F07 E AND SHEAR BLOCKING REQUIREMENTS. F06 1 r SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F06 .R FO s)• ` I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. F06 I/® 07 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F06 F07 I El CONPORMSTO DESIGN GONQPT 0 rIFC 8N0 SIGNIZNCEPTINITN F06 FO7 0 ' W I r ❑NON20NFORMING-RFN6E 6PfSGeMIT F06 07 w I. F09 FOS GY 1111111L. I MIIBRA�NDT ARCHITECTS CONFORMS TO DESIGN CONCEPT 1 II 1 F09 MN F05 0 CONFORMS TO DESIGN CONCEPT WITH � • • F08 ;� )RM11 REVISIONS aSSHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT Fn• THIS SHOP DRAMAS INS BEEN BRIERS FOR GENERAL CONFORR ACE L_ _ _ -___ PIM RE DESIGN CONCEPT ONLY AND MG 1ST RELIEVE THE DO NOT. �IRM1 r FSERICATORIVENNR OF RESPONSIBILITY FOR CONFORNAME PITH RE DE5105 MARKS AND SPEDIFICATIOM ALL OF MICH RAVE FIIORi1I 5-07-00 DYES Ta11 SNAP 051115. CONTRACTOR EMIL VESTS ILL DIIRVSIONE. Loosen,remove,cut or notch 55: TeCC R.Eaton Nate:SxFTemNDT OP,1015 any part of the open web joist. CT ENGINEERING INC Pack_ umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PLIS-264 UPPER <5tART FRAMINORME 8172015 • r Products A_ k PiotiD Length Product Plies Net Qty 9-06-00 RM1 46-00-00 1"x 14"APA Rim Board 1 1 IIII RMI 28-00-00 1"x 14"APA Rim Board 1 1 C Mil g_— @-- --- 1 - i — — . —r RMI 140 D0 1"x#4"APA Rim Board 1 1 --E— _—g 1' r.B O g - RMI 10.00-00 1"x 14"APA Rim Board 1 1 • 111 1RMI 3-00.00 1"x 14"APA Rim Board1I RM1 70000 i"x 14"APA Rim Board1 1 r11111 RM1 5-00-00 1"x 14"APA Rim Board 1 2 € ia fi f '6 RMI 3-00.00 1"x 14"APA Rim Board 1 1 ` € 1 L.; BM1 22-00-00 51/2"x 1S 1/2"Glulam(1.8E 24F-V4 OF/OF) 1 1 2 8K# 14-00 00 1.5 RigidLam LVL1-3/4 x 11° I ® BK1 6-00 00 1.5 RigidLam LVL 1-314 x:1444 1 1 BM2 4-00-00 1,5 RigidLam LVL 1-3/4 x 411i k E DXI 300 001.5Rig dLamLVL1-314x 1 1 S 1 " :i BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 lk� , • >iI:■I�_�■t•�r■ r_ , I ALL.BEAMS AND CONNECTORS PER ENGINEER J 1:03 O i1 s mJJ3 '�3 ! g. ACCESSORIES QTY � � �, , TFI414 24 H --r-4- - s TFL1714 i ai _ � r 1x14 OSE RIM FOR SHEAR BLOCKING ' 30' ° ar- c HU412 13 4 .�.... ° ; k .. ""'a atoaarw EI OOR LOADING 40 LL ' °>- ..�. 1- RMr d RIM sones 15 DL g. °• -i REFER TO STRUCTURAL PLAN FOR ADDITIONAL k- aa '.-,i,-....-..,„,---- POST TRANSFER BLOCKING a - F _Rµ AND SHEAR BLOCKING REQUIREMENTS. ° •' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN •■o>. 4 i mutsuiwa Jim - i SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ..� °• I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA g • p• ^•_�r }' ill maoMwrnnwct cumuli' MK •, 11,111r-- ❑ILMiW16flOTfD g .. �5 °. _.ams=s CI N "ns ° ku"wpxam./1 COMM OM M OM CM MOM M IC 3 1 owCOMM""�rM'9milvwq:..r "Or y- u.,.al✓ .'_,..411103_ 1 ° :JIM ti MILBRANBT ARCHITECTS ; Allik .'.:, CNM0RN5TODESIGN CONCEPT " IIIIIIII it Al \ILA `I..411111111‘. ',, ° _ �� FOS � RHStv1=MT V. H '�� -Ziiic� RenviSSIIWg= :r 0 NOiCEO.„6.REVANDRESUBi S1�. a°:r1/.' SW ow Mr:1114:Bas x17Eg6 RA 'su G47N.wV.^L t"" sa.-- •c .. - .. CM NO,ae:XVI a lar MIB Ws N;°num De DO NOT: -M1 -. 5(1c WIMP NW sv II L Ir Ntral TI,1,Ifti it 5-07-00 co:rrt SOAP WAG. 111155ON snot 15.55 w._Im zias. Loosen,remove,cut or notch fi 19°°d-E.N. ;.1 smtmbM Is sit any part of the open web joist. CT ENGINEERING INC JOIST WITH RIM SCALE: 1/4"=1'-O"on 24"x36"SHEET & TRU-S S' , coMPANY SHEET 2 OF 2