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Plans (158)I . LEGEND: ss SANITARY SEWER Pacific —SD STORM DRAIN Community Design —w WATER LINE 12564 SW Main Street Q • MANHOLE Tigard,OR 97223 [T]503-941-9484 N CATCH BASIN DATE: 1/17/2019 0STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL CO TRACT B 3.0' P.U.E. 289.2 5.0' 289.0 . DETACHED MIN. SETBACK SUMMARY - 36.0' PORCH SETBACK: 8' �-_17.0' `' BUILDING SETBACK: 12' =C289 �=I' I GARAGE I -I r� ,� �� SIDE SETBACK: 3' _1 - -- SIDE FACING STREET: FFE: 289.3I11 --,..1 I PUBLIC STREETS: 8' .2O9� I I I It I ALLEY/PRIVATE STREETS: 3' IN. I I I BASEMENT REAR SETBACK: 15' ; I '�.. I I — FFE: 289.6- I ;II REAR SETBACK AT ALLEY/PRIVATE: 0' I -290• I - - I 11i rt-- - - REAR COVERED PATIO: 10' -291 - ti , — I -+ - - - GARAGE: o +_1- -292- - - - I.— - _ BUILDING: _ L r"- E -I ; — 294- - - -I- I L- 40D _ j • -1. --�- PUBLIC STREETS: 20' - 2 7 -I-Ib - -- SF__�--f o�� --/-= =I� ALLEY/PRIVATE STREET: 3' 5' 0, 298 I I I I,„ I I I I CV I I I< \ I 10.0' MAIN I 1 _1 — LOT COVERAGE: I FFE: 298.9 _ 1 �t �_� I ,I POLYGON I LOT AREA: 2,880 SF 1 i I (PORCH J I Llit,298-ii N I I ( — I AT ROSHAK _. -I L° °r_a ti°� BUILDING FOOTPRINT: 1,247 SF RIDGE L t � — 17.3'. — _J L . rc-� — . 14.0- - - _ — — —298 — — - COVERED PORCH: 51 SF - A 0'41' ' !'QT 296-' O SIDEWALK 1 36.0' {/ /, / CANTILEVER LIVING SPACE: SF = 6.0' 298.0< ' I. - �� 296.8 / N COVERED PATIO: 0 SF , �, P.U.E. J I I- LOT 6 �� WATER `�9, f s�` DECK AREA: 0 SF PLOT PLAN is= ./ Q o `¢\ METER __ SANITARY_ 5S TOTAL COVERAGE: 1,298 SF o PLANT (1) STREET TREE: LATERAL GOLDENRAIN / / SW 168TH AVENUE '= 45.1 % KOELREUTERIA PANICULATA / SD STORM I0 2 /\ I`r / / /LATERAD IMPERVIOUS AREA: 1,599 SF v 0 a 2 POLYGON NORTHWEST (360) 695-7700 a C OF TIGARD PROJECT NO.: 395-010 2S1 W7 -Approved by Planning TYPE CONSTRUCTION REVIEWED BY: CMH LOT 6 R-12, SMALL) �y t}o 3-Z --1� SCALE o ( Dale. 10 20 CASEFILE(S): POLYGON AT ROSHAK RIDGEnitials: Sc L;-'' PDR 2015-00002 -- 2 PDR 2016-00002-00006 14257 SW 168TH AVENUE 1 INCH=20 FEET L-----1=--;.---.:- 1 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM," a:a i qualify engineered Wood products for fodav's builder'- eKKa.. :.a ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied nor part,he plan.Ue written permission from Pacific Lumber a� _■ wI G w I �� Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other ` L iL�/. �R sO�roBlocK� vows FleO.,.,Bo..E a,,,,,, TO BEAwxs BEwn. 1 V=.7�.,x !!'"..SN.!...-...Z.,!.. INSTALL Etrvnsx BLOCKS copying supplier other than Pacific Lumber Company is strictly_ ,,IIIPER p pp p y y prohibited.Unauthorized use or RosFSUxuraRssr vaourecrs ROSEBURG sr3r,�rsaA6'xDticsS copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include \\� Be�on To POST�BOve. penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. �q °� 104 ,/e ��Vj roSEMPG rOPESTYRtslUCZ :a ' = SII CONTRACTOR NOTES: pE5/GN NOTES: °°"'x"`- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS s.w..,«w... .,—, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR °°"`"'""'" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD NMI.BIALKMG PANELS YUTX BEARM6IYALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. NT.S 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LORDING. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD \ TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD SLEEP/NG AREAS: This layout is to be used in conjunction with 1 2p5f DEAD LOAD I I C— Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/NG: Purchaser responsible for approving this 25psf LIVE LOAD • ayout prior to any construction. 1 7psf DEAD LOAD PL 1 4-43 1 (MAIN) POLYGON 40D Mrk* Material Width Depth Grade City Cut Lth Tot Lth JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 3 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 13 15 START START 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 - FRAMING FRAMING - 54 RigidLam LVL 1 3/4 9 1/2 1.5E 1 24 24 m HERE HERE InVL 3/4 1.5E 55 W gldLam L 1 9 1/2 1 22 22 R1 OSB Rim 1 9 1/2 4 1 6 64 _.. .......................... ...�1.. __. ____._._...., '........_...__....._....._..._..........._...................,A_1.._....._4........._........._...._......._................__..._..._...._._...... J1 RFPI-20 1 3/4 9 1/2 10 22 220 J2 RFPI-20 1 3/4 9 1/2 2 24 45 '...._.............._..........................._....._._.._........_.........._ _.......5.1............._.............._........._............................. :_..........__._...._...........................................J ..__......_..__......._..................._._....................__..__.._v J3 RFPI-20 1 3/4 9 1/2 1 12 12 pr I J4 RFPI-20 1 3/4 9 1/2 1 20 20 ......... ...... J5 RFPI-20 1 3/4 9 1/2 2 1 6 32 ................:..................___..............................._-1 ...................................................................................... ........",y.1..._................................................................., Accessories _........ ..._...�.1_..:................................................................ PATIO PATIO H1 ITHO1 7950-or-ITT9.5 5 ._J..N1 I O O I J e t .... .. ...................... I 0- ..... ....... P11 v • ..... _ .._ ..._..._ ..._ ... ..It -- - ..... ___...___ ..... ........ ... J1 sr-o DRAWING Lsm rte.RE� v ®tt • 11 QCT {}g... .._.._...._ .. . _..._..._ ..,,}3................... ry ry ._ J3-........ .._. - $3 - Y..f U S t ❑ an a yaock u_ ..._ ... i Vjj',1 ,�«as <r w.... F m E. V re .. .. II ,.? .... CV n .. .... ........ Jt .... _..._.._ _ �F�H VISTA 'GN r1 .,.L__oz�. MILBRANDT ARCHITECTS _.. ... ....._ 64 ...... .... i ...... .._. _ B ... . l ......._................................................ wv....v L'SS y PM a 3/3/1 - f� _..JB1 -«1 Pl1 JB1 ..... ..... ..�f-2. ..... ..... 5=_ J2. il III IMPORTANT/ 1 92 .... _..... II. - REFERENCE INSTALLATION JH 1 I J51 GUIDE FOR ALL FRAMING Iii J5 J5 DETAILS AND I-JOIST INFORMATION R1 ,1 b id /L-EGEND: PORCH d fit — - R1 - PORGH „ ( H lumber ._-HANGER GALLOUT1 / Pacih \J L I J ® -SUPPORTING POST & TRUSS R U SJC COMPANY ® =POST LOAD ABOVE !J :.7. R =RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)555-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 40 D J8 =JOIST BLOCKING CUSTOMER: POLYGON J =JOIST CALLOUT PLAN DATED: 12/15/14 8 =BEAM(FLUSH W/JOIST) DESIGNER: KAM/L.HENDERSON DATE: 1/5/15 HDR =HEADER(BEAM BELOWJOIST) MAIN FLOOR JOIST LAYOUT BBO=BEAM BY OTHERS SCALE: 1/4"- 1'-O" — (MAIN) SHEET: 1 of 5 1 SHAEDED AREA=HVAC IBM3I 1vW -- _ --- #'.---------.,:l,.,,.. 1 r r .0 aI F02 ;,,; J 14"OPEN WEB JOIST @ 16" O.C. I F02FoF V FYx F02 0 y m POLYGON F02 _. r y _... F02 a 40 D b vcc PL14-431 MAINOW F02 _iy F ol 3/5/2015 eF02� _ a• l gF02 6/ \ F02 F02 •Ir Products ® , PIotID Length Product Plies Net Qty F02 BM2 22-00-00 3 1/2"x 12"Glulam(1.8E 24F44 DF/DF) 1 1 o- F02III' BM3 22-00-00 1.5 RigidLam LVL 13/4 x 14 1 2 BM1 8-00-00 3-1/2 X 14 BIG BEAM 1 1 I F02 • I RMI 16-00-00 T'x 14"APA Rim Board 1 5 yl F02 1° I IR1 CONFORMS ra DEMON CONCSM I F02 E ad,r F-II ALL BEAMS AND CONNECTORS PER ENGINEER RM1 `�F01II7 +,, ¢ aVa SOW ACCESSORIES QTY r A e� '..I „ :' FC4 L MR1P.Ak]T ARCHITECTS F04O TFI414 5 2 kite F04 SKr w v .EVIE, 04 �I _f c,� tw �a 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' w1-� LI iomit mom b.mom M C:mr.m,.mr,. IBM3I - +Ca °`a' ...,m. FLOOR LOADING ��prmr, _ qp o:..t-rcuaand BKl=BLOCKING 40 LL Jy� rL LatmtO RM1=RIM BOARD IA S rgt,r..an*En Ike . 1Iv.LIC 15 DL R.r.Dom NmA Mme.IN2.2, REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. t I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( ill _� i_/ _i __ mi DO NOT: Loosen,remove,cut or notch — any part of the open web joist. I - Pacah JOISTWITHRIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS ' COMPANY SHEET 2 OF 3 r ' 14"OPEN WEB JOIST @ 16"O.C. POLYGON 40 D PL14-431 UPPER 10/15/2018 SHAEDED Products AT Ft2i7NT OI PIotID Lengfh Product Plies Net Qty AREA=HVAC tC!$C BM1 15-00-00 5 1/2"x 10 1/2"Glulam(1.BE 24F-V4 DF/DF) 1 1 � 'BM4 15-00-00 555 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 22-00-00 5 1/2"x 18"Glulam(1,8E 24F-V4 DF/DF) 1 2 '.. BM2I BR 9-00.00 BBO1 1 1 j M4 6-00.00 3-1/2X 14 BIG BEAM 1 1 '�-�. RMi 16-00.00 1"x 14"APA Rim Board 1 5 _ tris. •. BM-4 AT STAIRS••••f ALLBEAMSANDCONNECTORSPERENGINEER I 4111W1 II. ��r 4 Wo� �1 4 4 .a2 - I rn ACCESSORIES QTY ya RM ,..... r',:f! as�.°" O TFI414 5 © 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' -,-4.- ,,...---!.:-...,,,,:z,-..- WTv S Et +v FY L m'I �"" HUCQ610 2 o RM1 x - x - r � . - �-• `^- R LOADING40 LL CKINGRMl=F 0— "-�? III ADDITIONALPOST TRANSFER BLOCKINGAND S .,�., a<�-- ;�7,;::;-...r,"' a�wxms rsswx cc�v, III .� —cavroxe msmsn mn5=5nrs .I .'"a SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN -' r. a.au r, SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. T. I r i - - � '� © !91LERA 0T At(HIIICTS -71F.:7 .- - i�!1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA a • ti Ii • 1-00 0 Lr I B.. ds ilk �I�.411`�I Ili _1 L____ DO NOT: m m Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1' O"on 24"x36" SHEET R TRUSS ``' co N SHEET 3 OF 3 0 .0 "-o 0 > r r I 0. -< (Am 6 071 zi-4 8 0:=1 I ..< Z cr,'" z X G) z DO 6 z P. ..< St 0 0 20 Z z.1 m 1. ow z zi m 0 r3J 0 co 60'-01/2 c . , 3 —• m a- _. 6'-3 1/2" I, 101-8 1/2" 29'-4 1/2" 131-8" m I _1 -. m m I 1 O -- 0. - ; N 1 Do zi Z F,3 ( rn rn M (,) \ 1 .4) 1 / > c Q I I : i : N I 1 , : : 2 2 2 2 2 . I WWOM I . — DJ1 ....I I 1 I I CJ1 0. 0 0 0 C) o I I CD Pr s 1 CJ2 J2 . •, , •• i',3 co M 01 DJ3 • J3 , •I. 9 ! ! 9 ...k IR = r—J c DJ , , K3 . — w1 I r, - K.1 a M m0m0 co> g 0XY2_10rn 0 -DO .. I . .*.• ti .AJ . ' ' • J5 (2 " \CJ5 (2) b46" t3: _gro)moi2m 4: . ' _ wa' \ =4 zi>Top2q0moi- lb. AJ3 . E- J4X . CJ4 / /- P/ iir (D-omoxmzwr < om70-1>mcp—in_o, AJ3 Pa J3 03 .1'i CJ3 a 0000Fx.,F7:17-' m . K3 W it 2 ..s-. i -;. i ; 1 i o cnm cnz,,- ozm _. .—. ;I:,3 -I0m 0-0c m0 AJ Eo Po . CJ2 a ,m_wz z, >,„ ,,,m. 7Jz 0›0,7,0 .› , r-00,--, a 0 ZO0 c)AJ Adltil ••< -,z .0 S 1.- 0 c. ' - .02) 71 41111 Elk . i I 20 J_ 11- A ,-- .., li \ 7 . I . - . - - - . . _• " tlir I I l' 49,41 \ [ I Poi . • .. c .... " 03 a .....1 10'-8 1/2" 29'4 1/2" 131-8' Ell Mi CI 2-3 1/?" 1 I El C minall -.1 - 60'-0 1/2' 2 tin --will ...-,,---- SHOP DRAWING SUBMII'fAL REVIEW X CONFORMS TO DESIGN CONCEPT This review is for general conformance with plans and specifications only. 0 CONFORMS TO DESIGN CONCEPT WITH ‘<,9 = (E' Approvals are subject to contractor's performance within the confines of the contract documents. -Review of dimensions will not serve to relieve the contractor 0 REVISIONS NOTED NON-CONFORMING-REVISE&RESUBMIT .... o of contractual responsibility for any deviation from the contract requirements. -HS SHOP DRAWING HAS BEEN REVIEWED FOR GENERA.. CONFORMANCE ro 9 0 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE O -c _X_Approved as noted Note markings FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN -.0• W -1 2 cnDRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. Field mea,surements or templates _ Not approved,- revise and > 0 Z 5 0 . . .. . requited prior to fabrication resubmit By Alexia Date 3/3/17 c," MILBRANDT ARCHITECTS vISTA STRUCTURAL ENGINEERING,LLC 09 wvew.vistast ructu ral,c orn By:Dennis Heier Date:March 2, 2017 ,