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Plans (148) /1/2q? SW 168 120 -00073 LEGEND: ss Pacific SANITARY SEWER Community —SD - STORM DRAIN Design 1 —w-- WATER LINE 12564 SW Main Street c ® MANHOLE Tigard,OR 97223 t [1]503-941-9484 CATCH BASIN =' DATE: 12/10/2018 STREET LIGHT REVISIONS _ _ _ _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION — — EROSION CONTROL cc 0. 3.0' TRACT B P.U.E. I DETAC;IED MIN. SETBACK SUMMARY t 289.0 288.7 _ — 36.0' PORCH SETBACK: 8' z `� ---17.0' BUILDING SETBACK: 12' 1 SIDE SETBACK: - _ FFE:289.0 9.0 . H ` I-, , SIDE FACING STREET: 3 (I PUBLIC STREETS: 8 1-HR FIRE 1 I-\ BASEMENT -- I ALLEY/PRIVATE STREETS: 3 — — — RATED EAVE FFE:289.3 11 - - - REAR SETBACK: 15 11,1REAR SETBACK AT ALLEY/PRIVATE: 0' , -t- --- 11 289. L-- _- - REAR COVERED PATIO: 10' I t -_ _ _ _- _J _- _o I - p- .190- I i. – J — BUILDING: — --- o- - - 7951- -- --. I-- GARAGE: PUBLIC STREETS: 20' 5 — — L -- – – ALLEY/PRIVATE STREET: 3'-5' T I .7,)11 - i -- ..� __ ..-._ ._._. 1 -- -F-- .—. — --9 1- -- _L...._. -F _ - _2,880 SF - 11- -- -297- -- - i -...- oI4 1.._. o i I i 4.0' 10.0' 1 MAIN LOT COVERAGE: ti I I FFE: 298.6 1, I 1, POLYGON J LOT AREA: 2,880 SF w I' 1' I -I _ ti; - 1 AT ROSHAK PORCH37) I'ti± BUILDING FOOTPRINT: 1,270 SF --ftj -� .._ _s—_- - - -I RIDGE L_ - - - 17.0'_ L- - - - — — — —� IDL'h �-13.0'=- - - - - E- - -- COVERED PORCH: 47 SF t f" ILIAL- ';> -- - " �®'-,/-29-5.4;7 CANTILEVER DIVING SPACE: 0 SF o SIDEWALK 296.8 36.0' 295.4 i 6.0' � ' WATER ce COVERED PA-SIO: 0 SF —&-Elipili P.U.E. .t a LOT 5 METER DECK AREA: 0 SF Q PLANT (1) STREET TREE: s '..' PLOT PLAN GOLDENRAIN / o SANITARY' ' TOTAL COVERAGE: 1,317 SF S — KOELREUTERIA PANICULATA LATERAL —W / SW 168TH AVENUE /co 45.7 % E STORM D_ S) // KSD 1 SO 4r LATERAL'S' / IMPERVIOUS AREA: 1,769 SF / i' /� / -,t- o 2 POLYGON NORTHWEST (360) 695-7700 CI'T'Y OF TIGARD0 a PROJECT NO.: 395-010 D` 2S 1 W7 Approved by Planning TYPE: CONSTRUCTION REVIEWED BY: CMH LOT 5 (R-12, SMALL) Date: 3Li i' SCALE 10 0 CASEFILE(S): POLYGON AT ROSHAK RIDGE Initials: -- -1--t— PDR 2015-00002 PDR 2016-00002-00006 14249 SW 168TH AVENUE 1 INCH=20 FEET 1r ROSEBURG FRAMING YSTEM �° m*.:- /.t n PACIFIC LUMBER COPYRIGHT 2014 qualify engtneeted wood products for todov°s builder- * ...me e ��� These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. me plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber RI � _ R) � IY!- " °^ �� ���� Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other R+ ��, ` ee�on,o rosy r,eove. product supplier other than Pacific is under Company is strictly prohibited.Unauthorized use or aoaE$Uese FOREST se000els DoSPBueG FOAM PRODUCTS copying of these plans,Infringes rights under Che Copyright Act.Infringes face liabilities that include / � penalties of up to$20.000 per work infringed,and 5100.000 per work infringed willfully. �j' � CONTRACTOR NOTES: DES/GN NOTES- .a.,- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ",,;,'Po�p C;"„�';"�,�,w,,,,�,p�,•, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .R�'SE..•wH••-- EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFI'BLOCKING PANELS?fru BEARsu HALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHERWISE) N.TS. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD I I I THIS/5 A PLACEMENT PLAN ONLY SLEEPLIV AREAS: 30psf 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: Purchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 1 Tpsf DEAD LOAD 3/16/15 KLH PL 1 5-32(MAIN) POLYGON 60 B Mrk C Material Width Depth Grade Qty Gut Lth Tot Lth JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 START START R1 055 Rim 1 9 1/2 4 16 64 FRAMING FRAMING J 1 RFPI-20 1 3/4 9 1/2 2 24 45 HERE HERE J2 RFPI-20 1 3/4 9 1/2 14 22 305 ____.._-_.._........__.._....._._.....___..__...._.. 152-11..__......._.:.............................._......................_........ ... 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 24 43 1.................._....._............_.................__.._..._...__.___, _ � - B2 Ri 9idLam LVL 1 3/4 9 1/2 1.5E 1 22 22 0 I B1 ......... ......... �........ ......... ......... ..... -.-._. _ _..._.-._...-- _. J __. ...... i I O F DRAWING SEJR3n r.u:V.Y _ xCONCEPTars EE XF LpNfoof�2OGN CCNam FF T 'f em fa y T ozifi I2 _PR'�r,.:szt G ry I k I II .pyo L _ JD ..... J v" ,,G , Y Fx�a± .eJ ats J2 J2..... PATIO o o PATIO � _. �� �. ..�.r�_..� Oate 1 R1 F� �e� � I I ` � v 12 1 Pt ... ..... ......_... .- ...- ................. .;_< ......... ryraw!r.:,.,sa.A,V.,. *It I I MItIPPArITARCHITECTS .__._.... ... ...... -._....... -ga ..... ..__..._ r •. n _s ei�.Ltc i —r#2 '11 Jyl d - m.,,L i V. I211 IL tiii LiiiiiiiHaier OM,M.,:2 2812 ii ji JB1 R1 3 .._. IMPORTANT! R11 .i e1 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING iA .211,11 1.11 DETAILS AND I-JOIST INFORMATION I I LEGEND: I PORCH PORCH I Pacifi --: umber ( H -HANGER GALLOUT I I �/ L J ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE R =RIMBOARD 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 60 B JB =JOIST BLOCKING CUSTOMER: POLYGON J =JOIST CALLOUT PLAN DATED: 1/21/15 B =BEAM(FLUSH w/JOIST) DESIGNER: KAMI L.HENDERSON DATE: 2/5/15 HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT 550=BEAM BY OTHERS SCALE: 1/4"-1'-0" PL 1 5-32 (MAIN) SHEET: 1 of 5 SHADED AREA =HVAC r;, 14"OPEN WEB JOIST @ 16"O.C. B;,1 > _. E.: POLYGON ,I P 60 w PL15-32 MAINOW I o o 3/18/2015 _._ ■ N REVISED 2/2/18 KLH • NIIIIIIIIIWAIII© Products PIotID Length Product Plies Net Qty _ _n2/ BM1 22-00-00 51/2"x161/2"Glulam(1 8E 24F-V4 DF/DF) 1 1 o' ®— BM2 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BM3 8-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 RM1 16-00-00 1"x14"APA Rim Board 1 4 u A a SII LL '.® I ALL BEAMS AND CONNECTORS PER ENGINEER I o - A.1 0-00 _ ACCESSORIES QTY IBM2T� TFI414 11 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' FLOOR LOADING I BK1=8LOCKING 4OLL �IM1 RIM BOARD 15DL REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS ' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I ®CONFORMS-0 DESIGN cosCIEFr nc. ruroo*o055N coocePrm,r I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I 0 non cc=ron sos-REVISE s I FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA ,.r .., MILItANDT AtCY:ITECTS - - - tP rs. n*ns n rM 4 Sr.:'0 7.15A1,r\GFNErRrIC,,:.t' DO NOT: c 34:4 °" Nt.. u,Hri � I Loosen,remove,cut or notch any part of the open web joist. Pacifi Lumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET 8, TR U S S COMPANY SHEET 2 OF 3 iPP 1 SHADED AREA =HVAC OPEN WEB JOIST @ 16"O.C.(EXCEPT WHERE NOT M1 , va 1I POLYGON irr> ll y — �4.1111 60 B l� PL15-32 UPPER !! I. 10I15I2016 „� �� Products An'I.. Ail Pb6D Length Product Plies Net Qty BM1 49:::00:00:00:0;00.0 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 > �:iw�• � - BM2 6807 1 1 " � _;� BM3 1.5 RigidLam LVL 1-3/4 x 14 1 ii ��„ " BM4 3-1/2 X 14 BIG BEAM 111.1 1 w •n RM1 16-00-00 1"x 14"APA Rim Board• 1 11 ss 1-09-00 ' L 1-03-08\ -I I. RM1 1-07-03 - tli ALL BEAM:::D CONNECTORS PER ENGINEER s v� 1-07-03 1� Da m ESSORIES QTY 1-07-03 ' I U C_1 1 RM1 ' a TF1414 9 xTorz 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' S t :n' ° .. ._. ; ® TFL1714 2 :..,..st ..:10116!2018 ' lin.mitaillel, .�' ,' a CKINGRMl=FRLOADING40 LL,_ 1° afewmrrronm�mc nmsrnuweair .ADDITIONALPOST TRANSFER BLOCKINGAND S ,' a'j I M w"e a" a i i11LBRANDI ARCHIHCTS SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN .'� SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. - -- -j© FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA \mss to lie r 1111[7, rAo "" N q tc V \ IG I / I.I m '.:i. rjr:1111111,j111111, -- Q. ‘5, DO NOT: 1-00-00 ; "'° o Loosen,remove,cut or notch RM1 "' RM1` " any part of the open web joist. _. —\-„..., ' Pacifi t\ bar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET COMPANY SHEET 3 OF 3 & TR USS 0 -t) -0 CO rn r- DJ C F-- > . 9 9 rL6 0 WI I/1 1 _ x) co CD --, -. 0 '6 C — -0 =-1 U . 86 _< z 3 m 3 0 Z -o 0 * Z -a m P. ..< o o o 2o z m ). O Dc 621-0' 3 —• rr.1 ts _. O 01 1 6-°. - 41-0' 53'-0' 1 41-0' .1 - = 0 , _ E c 4'7 m m m 6 > < < < Q 1/4D4 \\ _ . 1,____ ________. _ 1 A . / WWWM , . . , . . — . o. o 0 o C) 0 J1 CD WI. C51 •_LI\ — 0 49 r`.' 7''' -1 Ili dip K2 I aTi 0) ' c o J2 I/ r g. _. — -co cois. CO , A) CAI .. .. I I Cil -.. Dhl . . . . . •• Fa . . . . . , = , I s c , . 1 c, m mom. 03 .i. E21 .4; ,:i▪>mo. "3zrncnK> —zzommKQrnmmz . . wa al .9. m mo-Immr,7-1,▪ ,,zrT,o,-.5(D000 ad -h ol9i-Hox-rficxcn-z< Co.) I a- A) omm-I>m.1.,Fic6 .- clo i I i i i i i ii ! i 1 i T- -(10) 51 g a 000opxe,-.13-_...7sm OD -). r, a) . , i 73,0c. mz,„›xx c>0--100c>c,„ a , 0- 0 x 0 z.0 c .< z 8 0 cn cn co 20 / \ I =ii P A r- c El cr ....4 C1 • C mmatiM 4-0' 54'-0" 4'-0" a) SHOP DRAINING-SUBMITTAL REVIEW C:1 CONFORMS TO DESIGN CONCEPT c) o This review is for general conformance with plans and specifications only. ri CONFORMS TO DESIGN CONCEPT WITH 0 73 ..< el. Approvals are subject to contractor's performance within the confines of the contract documents, Review of dimensionsse will not rve to relieve the contractor 3---1 REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT = of contractual responsibility for any deviation from the contract requirements, o THS SHOP OWNING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ei ri S 2 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -0 c _,X, Approved.as noted Note markings FABR1CA-CRNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN -1 — DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE W in PRIORITY OVER THIS SHOP DRAWING. Field measurements or templates Not approved- revise and Z MI Mr 1,1 By Alexia Date 3/3/17 required prior to fabrication resubmit -< 0. MILBRANDT ARCHITECTS ci VISTA STRUCTURAL ENGINEERING,LLC www.vistastructural.corn By: Dennis HeIer Date:March 2, 2017