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Plans (91) O --: '- e r C Y CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE ♦ ♦ L8______ Approved: \I\/ IOTC: [ ]N = L1 TP� Permit #: .g-) 0j c _000 ' n _ VTR \ . AAddress: /S303 s�, m:<S"..t s,Pp •, r _.— Z. "----- Suite #: Powder PowderDOWN TO � ® N ... 30" TB By: ) t Date: cz - 3— .( - POWDER " � N cp > , 3'-1'' jr '61°;"i Con -°F- W Pa Pa a.---i)C 5 SHELVES CD TOP 01 BAST O it) +44" ' 3-0 MTh RA VGE E \ VENT cni 1 5 D1 13 '1_ Plan 1 7 LOW FLR. PLAN Plan 1 7 LOW FLR. ELEC. PLAN 1/4" = 1'-0" 1/4" = 1'-0" STHD14RJ ♦ ♦ — STHD14R (i ©I j --rt-PLUMBIN - - - '�"' \ / ABOVE IX o 067.0 .1 1 = I m11-o ; �o r 1�c_.:3 1XI QU- LU I 9Y2 ROOF TRUSSESI N.: CO 0 0 1 • 1 -114/4" AT 24" O.C.I �m ABOVE FRAMINGI © H I r--i S9.1 GT = ................. ABOVE n r;1i STHD14R 3'-8" 13/4 1 JO 0 SLOPE • i� o AXTU' 3/4" DN d- N ABOV N L___ -- .:-a -- 1 3Y2" CONC. PATIO SLAB IL 1 IQ1 e UP FLR, FRMG. PLAN & Plan 1 7 FOUNDATION PLAN Plan 1 7 LOW FLR. SHEAR PL- I* 1/4" = 1' 0" 1/4' = 1' 0" L' OFFICE COY —a yr cis PROJECT NAME: RIVER TERRACE SINGLE FAMILY ARCH. JOB NO.: 1503 gl UU..ETIN ,:.;, `' DATE: 7-21-16 SCALE 1/4" = V-0"0" AGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: A2, A4, A5, A6 MA-8 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC WMBER COPYRIGHT2014 R{�SEBURG FRAMING SYSTEM" 1---• r I p.+a • quality engineered wood products for today builder- al �+� � These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ({.s The plans may not be re used or copied,in whole or part,without written permission from Pacific Lumber RlGID�4I1t1_� � RSG QR'm, .n.a.....a�..,.. K IL1Jr IitJ wP..+.w.. sD�m e�ocx nu °M'n1y"p«, .D BEARItvi�BEEL., Company,winch retains copyrights to,and ownership of the plans.use of[hese plans by any other I� 4j111 BEAR.s AREA Ort OCKS LOG product supplier other than Pacific Lumber Company strictly prohibited.Unauthorized use or e ',I,III� PER DETAIL 1 d.H.TCRP Pp rrpan IS stnct naraeuae FDxnlI4 DnllGra NOSEaUkY'rpptSrflFOPvcf3� STAL6,d.us uuuue copying of these plans,infnnges rights under the nd$10 ht Act.Infringes face ed w lies[hat include {}ifY+y`� / Set,.TD POST ABOVE penalties of up to$20,000 per work infringed;ands 1 oopoo per work Infringed willfullµ Aly U t''+ SII!! M RFPI Jo BaSSEEMS FORM sr °",,,,. 10'�i II/J BUILDING cm ��`�S�®� GONTRAGTORNOTE5n PESSNNOTES: x.euw...-d...n.,� �7�+ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS mow....-w...+..,.da,R;, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,.,,.' ,pow-.+.-. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD REP-BLACKING PANELS We BEARSA WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA rv.rs. r+.Ts. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING I400R LOAP/NG FOR PLUMBING 4Opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD I- 11 SHEARWALLS I I I TNr515APLAGEMENTPLAN ONLY. 3OpsfLIVL1ferINIS LOAD 32psf VOD I This layout is to be used in con junction with 1 2psf DEAD LOAD R _ ..... _...._ ......._ _ Architectural/Structural plans.Verify all p J 1_ PATIO PATIO �, J} __. ..... I I e- aser blocking ocki g placement and connectors. ROOPOADFN6. she- I {:.t P responsible approving this psf LIVE LOAD V �- I f I Jf31 JB 1 11 --- - J1 .__I .......... ...... _.._.. - out prior to any construction. 7 1psf DEAD LOAD T1 R1 r 16 J6 .._ r J. 'i61 Jb Jg 11,1 I:.I:. • J6 ° . .- II ii• J5 Jb III I f:: II J6 1 1 J6 J6 .. ._ JS ... ...... ;.,.. .... J6 .... ........ Jb ._ ........ .... .... ..._.. ...... __. ._ JS J6 J6 J5 ... __ AM. 11 .... J5 I -- J1 J-1 - - II J- -1 R 1 ...., J5 i .... r �...... _._. s J5 I I.I, J2 • 11 O ... ::: J1 1 _ J2 ... J?.:::: _ FZ1 J O `U -- •- JS...... 101 J41 J8-- - — I J8 I 11 JS _ 1 JB 1 L _. x4: Aw ._ -� __ JS - uu aEA LL K _----- K —R-1- __ ��D [- . • i ry I I� B� Cl DESIGNCOUCEPTw�I 17 1 2"<_ J1 LI fI 7 Date 3.2/19/le I I 1 J4 J4 MIEBRdh,T AAtMITEtT J4 _J4 (( �,,, CONFORMS TO DESIGN CONCEPT 1'11_ J4Li a..J4 ❑ CONFORMS TO DESIGN CONCEPT WITH fiI J4 I I J4 REV=SIGNS AS SHOWN 11 74 I l I J4 J 1 1 k ❑ NON-CONFORMING-REVISE AND RESUBMIT S .. ""J4 - _. ... ... ._- h1.SHDP TRADING:�,,,B_.H REVIEWED FOR GENERAL CON''>OREYJNCE ,}3. �'� : °i WITH THE DESIGN CONCE? ONLY AND DOES NOT RELIEVE THE B1 .... ... .._ ... .... J31 �`t FABRICATOR VENC??OFRESPONSIBILITY FOR CONFORMANCE WITH THE J5 __ ;yS: _. i:j =. DESIGN DRAWINGS AND SPECIFIGATIOS ALL LW SIGH.HAV:PRIORITY .. "e `- OYER`HIS SHOP DRAWING. z ._ J:1 = 7 J5 '4,..::• By: Arnold R. Solomon Date: December 18,2014 JS 'S.... CT ENGINEERING INC I ,„ J5 PORCH PORCH JS--- J5 _._. I Jr 1 IMPf?f2Tr4N.T[. REFERENCEINSTALLATION START FRAMING HERE START FRAMING HERE WIDE FOR ALL FRAMIN& PL 14-403 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 50118 Mrk S Meter's' Width Depth &rode My Gut Lth Tot Lth LEGEND: 51 RigidLam LVL 3/4 1/2 1.5E 2 16 32 82 RigidLam LVL 3/4 1/2 1.5E 2 6 16 (H Y—-HANGER GALLOUT 53 RigidLam LVL 3/4 1/2 1.5E 2 2 4 Pacili umber ®/ 84 RigidLam LVL 3/4 1/2 1.5E 1 12 12 -SUPPORTING POST R1 O58 Rim 1/2 11 16 116 MAIN FLOOR JOIST LAYOUT & T R U S .5.,. COMPANY ® -POST LOAD ABOVE J1 RFPI-20 3/4 1/2 4 25 , 1 1 2 J2 RFPI-20 3/4 1/2 3 34 102 SCALE: 1/4`-1'-O` R -RIMBOARD 43 RFPI-20 3/4 1/2 2 14 25 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LVL BLOCKING J4 RFPI-20 3/4 1/2 9 30 210 JB -JOIST BLOCKING JS RFPI-20 3/4 1/2 1 4 1 2 165 PLAN DESGRIPTION/NUMBER: 5011 B J6 RFPI-20 3/4 1/2 12 24 255 GU5TOMER: POLYGON J -JOI5T CALLOUT 11 RFPI-20 3/4 1/2 4 26 104 PLAN DATED: 11/13/14 B -BEAM(FLUSH w/JOIST) J5 RFPI-20 3/4 1/2 4 55 JB t BLKG RFPI-20 3/4 1/2 49 3 141 DESIGNER: KAMIL.HEMPEN-50N DATE: 1 2/4/1 4 HDR -HEADER(BEAM BELOW JOIST) 15150-BEAM BY OTHERS Accessories 15150H1 ITH011450-or-ITT9.5 5 PL 1 4-403 (MAIN) SHEET: 1 of 2 II 24" OPEN WEB JOIST @ 19.2" O.C. 7-06-04 17-07-12 POLYGON t { 15-00-08 t .TAGGER F15 JOISTS©F02 5017 B GIRDER TO AVOID TF HANGER COLLISION AND -4lJ J PLUMBING ABOVE. PL14-403 UPPER .r, ... - - <START FRAMING HERE m 12/3/2014 EA- -0 �.I •�M r F RIBBON( n '�1�III // � ; Products U- '_ ' ' 'L LL U. 1 , 1 PlotID Length Product Plies Net Qty BM6 21-00-00 5 1/2"x 21" Glulam (1.8E 24F-V4 DF/DF) 1 1 BM1 19-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 f 9 BM9 17-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 40F40<F40.F41� F4243F44 '45 BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 mlimullmliBM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 ' [ � BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 , COCS' tO `O '1- �'x <- v BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2 -.1L11 u_ LL LL ;LL iL LL 1L 4LL Li- LL. LI- LL.. L.L. N [V ," I LL I BK1=BLOCKING „O 0p \ ,� RM1=RIM BOARD F03 a g ACCESSORIES QTY o I I- LL - ,1 0 ILHIT424 47 ., ;LL N N n N F03 N 2X4 DF#2&BTR FOR RIBBON 210' '0 A :::a-.1, '. © HGUS5.50/12 1 tik © HU412 2 , :, ..,, ' i. I 0 O HGUS5.25/10 1 I 0 �� ;� 1 05 3 SKH410L 1 , . co: m LL LNLi '- . 0 0 O SKH41OR 1 eL - F47- 40 40 40 41 F42 -3 44 F45 =40 I LL SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN �BM8I ~ 1. I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. N a (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( LL LL M FLOOR LOADING o , 40 LL o £ IBM4I 15 DL r; N- F- F- r- F- N- r`ti , O I. 0. LL LL LL LL LL LL LL. LI-U- 1 01 .. ' C 11 CO 1 . 11r 1/- JOIST WITH DBL RIBBON F40 41m 43> F45 ..w, BMS .. —m ® Pacitiafumber F47 F40 F40 F42 F44 F40 � A p; :::,�_wo. * weer.. a. & TRUSS COMPANY El CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH (l CONFORMS TO DESIGN CONCEPT WITH ❑ REVISIONS NOTED REVISIONS AS SHOWN [I] NON CONFORMING REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEP)REVIEWED FOR GENERAL CONFORMANCETHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IRITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR;VENDOR.OF RESPONSIBILITY FOR CONFO'RIRANGE WITH THE FABRICATOR"NEND'OR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWIN5'S AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL CF WHICH HAVE OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: December 10, 2014 By Alexia Fukui Date 12/19/14 CT ENGINEERING INC MILBRANDT ARCHITECTS