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Plans (116) \-\k.". .7 SS 1D\ - OO\ l- \ C t� S�J ��L�i; . / U - - -- - - - - - / Er'`, x LEGEND: — --—— — _ ._ __-"�.,7 —SS SANITARY SEWER Paci tic — d € Community �- -' 483.9 TRACT A 491.6 SD STORM DRAIN - Design - x.5.0' —W WATER LINE �' �" '� -- 1 "'+ ....:� I 12564 SW Main Street MANHOLE Tigard,OR 97223 1 48 Va 71 I R]503-941-9484 4 1 484 6 a € ° ' CATCH BASIN N Y> 48o 82 1 I / I j y DATE: 2/28/2018 1 8.00' ' ' STREET LIGHT REVISIONS — 1\7i\ PUE'nP\ DOVE TREE/ DAVIDIA NO. DATE DESCRIPTION —1 I ` 1 4%, INVOLUCRATA: 31.70' 39.70' I s i 2 CAL., BItB II n STRAW WATTLE PERIMETER 1 � [- i I 1 _ 1 I, ." p I EROSION CONTROL ,,.v_H I \\T_ - i_ -- i ; 1 I PLANT (3) STREET I / ---; ri TREE: 2" CAL. SETBACK SUMMARY GOLDENRAIN TREE / 1 i BUILDING: 5B ti KOELREUTERIA - FRONT SETBACK: 20' I - FF =482.46 ]i c• I, PANICULATA SIDE SETBACK: 5' I I e- ' ' :"" A p L 1 1 r 4 STREET SIDE SETBACK: 15' ' I -J f s� — 1 ' 6 ' 1. I I I REAR SETBACK: 15' 5.00' 1 �1 i 7,321 SF 1 x 7 �-, ') I I /, 1 \ i I �• 20.00' I 1 V 1 1 4 E1 1 I epi. Eo it I I GARAGE ' x 1 I Z 1 1 __ 1 1 1 .. w —— i LI r I ; ; _ LOT COVERAGE: 4 I __ — t.,__ __,A_ 1 I PORCH Ioi 1- OEM a ` - LOT AREA: 7,321 SF, Illi A x ...<, POLYGON AT LL r-- - I:• _ q! J 1 + �r,�, * BUILDING FOOTPRINT: 1,800 SF 1 4 Fr' i w PUE Tire l,6.00' � 1 1 f,'" 29.00' 21.60' 27.65' I I BULL N SIDEWALK jl \I,J \ / COVERED PORCH: 166 SF .�..,�OD����,.M/,.�0110.4604•11.40..O. MOUNTAIN ti I ,fin 47 5 \\ rillillai riii 1/ ti� 1482.7 ' CANTILEVER LIVING SPACE: 43 SF OM �'I',�M� �� ille W �� I n x COVERED PATIO: 170 SF ,1: A. A�i ��, rdir' DECK AREA 0 SF i ROSEBURG FRAMING SYSTEM'" -7.27 r. : PACIFIC LUMBER COPYRIGHT 2015 SYSTEM- F.9.:,77.272,.=: quality engineered wood products for today's builder' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL RIGIDRIM* " ,II ��� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 441110 ', - I/ IIIA 'Egilaeon ro rosr Asticlove product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST pgODUC>s Foaesr�opuers 411111114 copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ` penalties of up to$20,000 per wort Infringed,and S100,000 per worK Infringed willfully. , p , ,„, .III0RFPI Jo sT U' CONTRACTOR NOTES: DESIGN NOTES: Da.a..: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 ===0,,,,,,,-.., 2)ALL FOOTINGS PER DESIGNER'S FLAN DESIGNED TO MEET OR ��lomanmmOmm (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOGKINGPANELS WITH BEARING WALL wove POST LOAD TRANSFER DETAIL (UNLESS NOTED ) OF L/450 N.rs. nrs. SCALE: 1/4"- 1'-0" 4)U5E CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 2psf DVA LOD 1 SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: TH1515APLACEMENT PLAN ONLY.. BOpsf LIVE LOAD This layout is to be used In conjunction with 1 2psf DEAD LOAD START STAR Architectural/Structural plans.Verify all I I I I shear wall blocking placement and connectors ROOF LOADING: I IFRAMING FRAMING I I Purchaser responsible for approving this 25p5f LIVE LOAD PATIOHERE HERE PATIO ayout prior to any construction. 1 1psf DEAD LOAD I -11 I J2 - J6 J6 I'': III _ 1 R 1 J2 JE, ...16 ,I. J2 J2 'i J6 ® CONFORMS TO DESIGN CONCEPT —__.- _-1 o- Jb ❑ CONFORMS TO DESIGN CONCEPT WITH I I REVISIONS AS SHOWN JG '• JS it Jr, Ii JG J ,R 1 R 1_:� ❑ NON-CONFORMING-REVISE AND RESUBMIT Jb • II, .I. JS I JS II JL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J9 1 ,,I. E2 I __ r _ _ _____ J::1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Jb J2 — Jb R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _III Jb Ili 111111 J2 J2 II OVER THIS SHOP DRAWING. __ J2 Jb By: Arnold R. Solomon Date:May 11, 2016 Jb I' _ ! Jz �.0 J6 CT ENGINEERING INC J6, il-- - J2 J6 11 I �� I O O X❑ CONFORMS TO DESIGN CONCEPT __ 1111.111111111111111111111101111111 , I - O O J2 ..ii, : CONFORMS TO DESIGN CONCEPT WITH a- - d -N REVISIONS NOTED I J5 I ® ® 1 / J 1 NON-CONFORMING-REVISE&RESUBMIT - ,1 I 0 0 h/1 - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE n IV JDv4V FF 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ISL ISL DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE J5 K R' -I J5 PRIORITY OVER THIS SHOP DRAWING. .15 5 a ry B J5 By Jeremy Pfarr Date 5/11/16 - Jr --.....- � . R1 I_- -- ----�-ID , MILBRANDT ARCHITECTS JD NTI v _, R1 I. _ .I -1 _`_it z JD :' ViJD . AM i 1 ... JB JS .' INJ2 —_ J.=2 J2 J2 2 IIJ2 J2 I I IMPORTANT./ REFERENCE PORCH PORCH GUIDE FOR ALLTFRAMINGN DETAILS AND I-JOIST INFORMATION L J —LE -HANG PaC�fi umber /''� PL 1 5-52(MAIN) ( H ?--HANGER GALLOUT POLrsoN 56 FRONT ro sACK �/ Mrk• Materiel Width Depth &rade Qty Gut Lth Tot Lth ® -SUPPORTING POST Cl 05B Rim 1/2 ' 10 lb 160 & TRUSS COMPANY e -POST LOAD ABOVE D1 RIgldLam LVL 5/4 1/2 1.5E 2 14 32 52 RlgidLam LVL 3/4 1/2 1.5E 2 14 28 53 RlgidLam LVL 3/4 1/2 1.5E 2 12 24 R -RIMBO ARP .J1 RFPI-20 3/41/2 1 10 10 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J2 RFPI-20 3/4 1/2 ' 12 12 144 J5 RFPI-20 3/4 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: 5B FRONT TO BACK J5 -JOIST BLOCKING J4 RFPI-20 3/4 1/2 2 2 a CUSTOMER: POLYGON J5 RFPI-20 3/4 1/2 3 14 42 J -JOI5T GALLOUT Jb RFPI-20 3/4 1/2 12 30 350 PLAN DATED: 1 1/24/1 4 JT REF-20 3/4 1/2 1 25 25 5 -BEAM(FLUSH w/JOIST) J51 EILKG RPP/-20 3/4 1/2 25 3 T5 J HOP -HEADER(BEAM BELOW JOIST) 52 aLKG 1.75 LVL 3/4 1/2 1.5E b 3 15 DESIGNER: KAMI L.HENOER50N DATE: 2/1 5/1 5 Accesaorlea 550-BEAM BOTHERS Y H, ITH011950-or-ITT9.5 I 4 PL 1 5-5 2 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS - Products PlotID Length Product Plies Net Qty • RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 14"OPEN WEB JOIST @ 19.2" O.C. <START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RMI RM1 12-00-00 1"x 14"APA Rim Board 1 1 —— — IV RM1 11-00-00 1"x 14"APA Rim Board 1 1 ><,,,,,-- RM1 10-00-00 1"x 14"APA Rim Board 1 1 • RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 E to ; p ' o ` r� "' , BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL L- LL L >� LL LL L 00- LL i4 U- E Iu_ BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 U' BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 _ CJ O O _ 10 O — — BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o p , BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =ae AN.,.. ®•_-BMB I f= SIM . _ BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �M6 o 1I Klo BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r. , ,,, BM 1 _ _,FI _ ; BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 SLoo-0q d ' _" '- - 1- BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 1 0 8 'S `tiril ca 6 ;-S - m I { L _t� BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 - I BM11 4-00-00 BBO2 1 1 I'. o i R LL 0 I FLOOR LOADING 4� BK1=BLOCKING 40 LL - 5 ---iBMS =�— — _ 1 RMI=RIM BOARD 1.-L --14•------ [� __ .---- 'v--r—T—c--- — — _ 15 DL . t�l II E• ACE-03-o7 _ I� ACCESSORIES QTY 11 I' I ® TH017140-2 21 . . . . © ITT14 3 I I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' I I I I © HUCQ412 1 I I c0 ra ca 00 = C> O O Q I 1 0i. LL 0L C � c7 c5 M c7 LL LL LL I o 'o ,10 I ' LU a L: L is LU I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN C rD LL LL- 1_ �,�1 mREFER TO STRUCTURAL PLAN FOR ADDITIONAL I —I mK11 POST TRANSFER BLOCKING I fa=-— —,= AND SHEAR BLOCKING REQUIREMENTS. I I I I 0 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. e7 ,-n � 6-09-04 WHERE PLATE NAILING AT (FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA( --ail— ca--a--o— T—== ,=—=: — ,._,:,--ii ---M—_a_—�— SHEARWALL ABOVE EXCEEDS ONE IRM1J II II JBMSJII IKs ROW,PROVIDE ADD'L BLOCKING OR — L__ s_ RM11j—g—�— C , -�RMS ;—, WIDER RIM MATERIAL AS REO'D. —\ I ❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM REVISIONS AS SHOWN SONS000SNOTO RESIGN CONSORT ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 C "ro"CERT W'' THIS SHOP GRAYING HAS BEEN AEVIEVIED FOR GENERAL CONFORMANCE oG a PITH THE RESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (24x36 SHEET) SCALE: 1/4" = 1'-0" s OVERIHISASOPDDA CF GESPONTRITOR FOR CONFORMANCE MIH THE DESIGN DRAIIINGAND SPECIFICATIONS ALL OF PHICH HAVE PRIORITY OVER THIS SHOP DRAPING. CONTRACTOR SHALL VERIFY ALL DINENSIO NS. Pac umber ey e 9/xl/a ByToga A,CM Date OTEVTPCEO 19 2014 MILBRANDT ARCHITECTS CT ENGINEERING INC & TRUSSCOMPANY