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Plans (42) tfs7,29/6 -0(,C42e /7`-f4/ sty S4 i I I I LEGEND: 1 i 262 ss SANITARY SEWER Pacific j 259.5 I I 260.0 -SD STORM DRAIN Community ° - •26o w WATER LINE Design _ O 12564 SW Main Street 258 I ® i MANHOLE Tigard,OR 97223 I [T]503-941-9484 0 a CATCH BASIN DATE_ 1/15/2016 27.01'— I y0+ STREET LIGHT I� - I __ — — REVISIONS 1 I I' I I I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION i EROSION CONTROL _ STREET SECTION, SEE I -- 1 J © CONSTRUCTION DOCUMENTS • 87 4.00' --0.i 3,280 SF 4.00 SETBACK SUMMARY 86 Ici I BUILDING: 3413B of 88= FR FF= 259.56 FRONT SETBACK: 12' SIDE SETBACK: 5' I ISTREET SIDE SETBACK: 10' I, 1 1 IREAR SETBACK: 15' GARAGE PORCH SETBACK: 8' 1 GARAGE SETBACK: 20' agammmmnzz o – r--r-- ---- --- , T- -- co E __ _ 11 t 1 PORCH ( I___/- a - - 1 �1 — 6.00'. • I/ 20.00' Lk- d� L PUE - _ -16.00' i _ _ LOT COVERAGE: o -- -i-,\ 258.0 /. %.' ___9.90'.-4_,,, _______-_47-258.6 �- t..� CV t % � 1 /%l _= i i LOT AREA: 3 780 SF C° /7 ' ` \ :i` 42 ' f ' - , RIVER X ;, / __�_.; �.e PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM' ^ �,..v~"••�-,.•• ,I� ' quality engineered wood products for iodav's builder a' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ''^^',,^, ,I' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGlD LAM"LVL RI GI DRI M' SOLO BLOCK ALL •^^:ww• li I POSTS FROMNG AB rv. Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other """"""'"�"` seLowT ous«eBOVE. product supplier other than Pacific Lumber Company Is strictlyprohibited.Unauthorized use or \'� i "^°°'":""• ` PER OETAIL,e.HA.O« tP P paOs[evNe FOREST PRODUCTS A'OSmeaKO FOYBrvapm)C/s GG �K'"0p�" BEARING AREA,or BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include \\� / penalties of up to$20.000 per work Infringed,and$100,000 per work Infringed willfully. �• ION seLow BRFPI JolsT 41P.Nitt �0' CONTRACTOR NOTES: DES/6N mores, s"-•,— 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 4m:�: w""an« 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .M�..�.mv �m�••� _ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/180 N.T.s. N.T.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12p5f LIVE LOAD SHEARWALLS 1 p5f DEAD LOAD r SLEEP/N6 AREAS: THIS ISAPLACEMENT PLANONLY 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6: PATIO --_1 i----, PATIO Purchaser responsible f or approving this 25psf LIVE LOAD I I ayout prior to any construction. 1-Ips(DEAD LOAD I I I I 7 I I R1 Si I _R.1 • I III L L I I I J2 N 10'-3" 10'-6" --- 1 3,_3„ _ - I, -34'_0" ,.. , II J2 pp = 12 } ,I. 12 4 1' 0( 'i IMIII FL 15-400(MAIN) - I: _2 - i'., 124 POLYGON 3413 ABD(NEW) /` Mrk• Material Width Depth Grade ON Gut Lth Tot Lth II'. - i .B1 131-K6 RFPI-20 1 3/4 1/2 20 3 50 R,1 124-1 1 R7 OSB Rim 1 1/2 9 15 144 .ti .11 RFPI-20 1 3/4 1/2 12 14 155 J2 L l;, i' J2 .12 RFPI-20 1 3/4 1/2 16 34 544 • — .13 RFPI-20 1 3/4 1/2 5 6 30 J2 I `"\ J4 RFPI-20 1 3/4 1/2 2 2 4 -15 RF -20 1 3/4 1/2 1 52 J 52 2 44, I- I PI _ B1 RigidL.am LVL 1 3/4 1/2 1.5E 3 14 42 52 BIG BEAM 5 1/2 1/2 2.1E 1 6 5 J2 I. U U _ •�' Accessories , L. i. T 011950-or-ITT9.5 5 MEW H1 H loi J2 L 0 o I ® CONFORMS TO DESIGN CONCEPT I _ R1 R1 aR-I 1 ILL ® / ❑ CONFORMS TO DESIGN CONCEPT WITH J 1 re. S - / ,, REVISIONS AS SHOWN cv CI N. ❑ NON-CONFORMING-REVISE AND RESUBMIT J 1 7 - \ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 11 a- J/ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR]VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J 1 - !� DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �:y OVER THIS SHOP DRAWING. RI 11 - _1 By: Arnold R.Solomon Date:December 3,2015 J1 ti, CT ENGINEERING INC 11 1 b9-=Y - a` �N ®CONFORMS CO DESIGN CONCEPT J1 - ❑vivNlI sel NTAIoIDN CONCEPTwns J J1 P--.'-:-.7 - ET Alexia Date a/was J11 — - MILBRANDT ARCHITECTS J3 JB1 J 1 � JO JO � JO CSD -.. JJ = J9 IMPORTANT-/ REFERENCE INSTALLATION START START GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION I PORCH i HERE HERE 1 PORCH I LEGEND: PacifiA umber HQ--HANGER GALLOUT ® -SUPPORTING POST & TRUSS `s c COMPANY - ® -POST LOAD ABOVE R -RIMBOARD 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ABP(NEW) JB -JOIST BLOCKING1 CUSTOMER: POLYGON J -JOIST GALLOUT PLAN PATED: 11/23/15 B -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L HENDERSON DATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING 0 Products b o PIotID Length Product Plies Net Qty 9-06-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 IRM 1 x 14" Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT ii homilini d RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH HVAC RUN l'' IRM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN III RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON CONFORMING REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE /11TH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN GS AND SPECIFICATIDNS ALL OF WHICH HAVE PAIDAITY BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 OVER THISIS SHOP DRAWING. N By: Arnold A. Solomon Date: December 3, 2015 `� o Ill • 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC CII BK1 5-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS.o"EuG"�"moo, O=="""'"'"' BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0"oµroNw.MNG_RE sE&•SUBM. BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 T s ,0 BM1 15-00-00 55-_11//22 -1/2 X 14 BIG BEAM 1 1 O 111 By MILBR�ANDT ARCHITECTS 11701-0! :��al �i' ,5 i �� a_R FAA w_lWilt Iiii.i.i.iii®!'�.i.�.I���'�,�11 0 14 H i1 O ACCESSORIES QTY IlRM1l. 0HVAC RUN ' 1111111 ; Ii,i1i 1x14 OSB RIM FOR SHEAR BLOCKING • BK1=BLOCKING FLOOR LOADING 5 RM1=RIM BOARD 40 LL 2 2 :v .RM1 - 15 DL LL L,_ REFER TO STRUCTURAL PLAN FOR ADDITIONAL Tn ITn POST TRANSFER BLOCKING Ij m m AND SHEAR BLOCKING REQUIREMENTS. I II SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. { FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION AI 1 rME I''s� ���!'! \( II BM6 A fir^ t B �IIL `cMitM N o_M1r1 NSM M It'll I �'• l E" 30RM1 IBMSI Aillihk-r 6-08-00 0� O .-i-` �. wir Pack umber O o E START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. II JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 0 13 v Co r- (...) 1. W p r m mr °p� �CD "- w w L• 13 1 1 0 p =1cal 0 r- n mz 53'-5112' CD y I 07 moW < IT 10%51/2 [ I 2-0"m CD le al _ , AN' S K C g CCE n 0 IV m n C7 j o o Cr! TT a J1 o, w m El I, a 14 N jBJ (62 i a J8 cn co a m m m c w CO Co Cr) rn _ I o 0 0 \ o rc E12 N (7)CJ7 . c::. -1— \ —X -� Q 03AJ 411%, Fir I a ....... Si 1101,3 4411 e c \ . G iEHii 4114 �� g. 0,m0 mz wppp P,11 , p,mmxz xcn z< r Z�aZ��C�C �o pa CO - r (3) C1 m cnZp�„n2m J M Tl. pTI�_C—I�„„ J IQ Q. ��nWmZ��DA� N • c' lini2 1 - o-x I,✓ • o ja O — Zomlb ppm (n i 2• •• - 1 CA o r ° MaA illi' ri \ Ca r. gi'N , 1 Pa ii.el) N. \ P Pr ft 0 cam! N V) . E 1r-1a' mac 1 CCK o I 401-2! n o co Ei 0CONFORMS TO DESIGN CONCEPT o CONFORMS TO DCSIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN CONCEPT WITH to c ❑ REVISIONS NOTED _ REVISIONS AS SHOWN t WI N0 NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING - REVISE AND RESUBMIT )11' CD 6 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN m DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 WEN THIS SHUN UHAWING. MILBRANDT ARCHITECTS By: Arnold R. Solomon CT ENGINEERING INC Date: December 3, 2015