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Plans (2) 1(2� stni TtlW(SSVLLLt SI- MSrzotc-k-0022/4 LEGEND: .� ss SANITARY SEWER Pacific ---sD STORM DRAIN Community Design —w WATER LINE 12564 SW Main Street © • MANHOLE Tigard,OR 97223 [T]503-941-9484 ■ CATCH BASIN DATE: 11/09/2018 STREET LIGHT REVISIONS _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION i __, / o EROSION CONTROL w o Q VISION „' r" ----"i 1 ic'� o CLEARANCE 1;��ilr TRACT M 1 3 > TRIANGLE 1--111.1c,""1"----�,,,,�: 281.7 DETACHED MIN. SETBACK SUMMARY co 0 r 279.6 ',N `" PORCH SETBACK: 8' LA zo �_"�- 41.0' = BUILDING SETBACK: 12' T.-z N �, 17.0' 5.0 �""'" SIDE SETBACK: 3' z w z % "_ -i SIDE FACING STREET: yr < z c " l+���' i / I � PUBLIC STREETS: 8' a -) o g 'n'uiv,"�I,n` GARAGE I I 3.0' o, I ALLEY/PRIVATE STREETS: 3' , ' , wii, 7 I°� P U E REAR SETBACK: 15' I �` r 1 REAR SETBACK AT ALLEY/PRIVATE: 0' 5.0 �p I —co GFF: 281.5 -- m P.0 E 4 I 1 / I r5: REAR COVERED PATIO: 10' BUILDING: 1 � , I GARAGE: U , r C 1i/ 7D I 1jt L PUBLIC STREETS: 20' ALLEY/PRIVATE STREET: 3'-5' o a I a� it i �" 35 a f I 3b Y `11.i' 3,238 SF i.I -4.0' o/ I I I � LOT COVERAGE: ' 3 -`I I f POLYGON 3 1 W w 1140P �, I;��� ( I I 1 LOT AREA: 3,238 SFt , AT ROSHAK r' +�s ' 1 BUILDING FOOTPRINT: 1,314 SF 1,7y Nun Ir III -PORCHIZI IL 6.0' �J RIDGE v � li.�►1]+ .11_ 1°rf�°P.U.E. _ _I T tS �1�i.�a,�►-.19.0 J J COVERED PORCH: 13 SF t d ��f�,. �II��\rq�►„�_ —13.1' — — - -4 — — o •o�► i ,�� . CANTILEVER LIVING SPACE: 0 SF r "I'''---7741""---""11.4"1".""---z 1.�r�."— WATER � 281.0 �., -_ ��► SIDEWALK 27.0 ..A METER )S,'\ COVERED PATIO: 0 SF 2 VISION (Erie 281.4 u, ♦/` e`,281.9 v/ \ LOT 35 Q �.`II DECK AREA: 0 SF PLOT PLAN CLEARANCE -- .�- -- - w `� o TRIANGLE - , TOTAL COVERAGE: 1,327 SF o RECEIVED o PLANT (1) STREET TREE: 0. RECEIVED�/ LJ • 5 STORM LATERAL �L SS DOVE TREE / 41.0 % DAVIDIA INVOLUCRATA JUL 15 2019 SANITARY _ o SW TOWNSVILLE STREET IMPERVIOUS AREA: 1,574 SF ET CITY OF TIGARD LATERAL ` ( iTY Or TIGARD PLANNING/ENGINEERING as ,..` 05\ I \; , os` --- Approved by Planning Date: 1b 2 POLYGON NORTHWEST (360) 695-7700 O PROJECT NO.: 395-010 2 S 1W7 TYPE: CONSTRUCTION O V REVIEWED BY CMH 0 LOT 35 (R-12, SMALL) SCALE10 20 M CASEFILE(S): POLYGON AT ROSHAK RIDGE 2 PDR 2015-00002 PDR 2016-00002-00006 16883 SW TOWNSVILLE ST 11NCH=20 FEET LEGEND: 0,0•000..�`"'�/ ss SANITARY SEWER Pacific —SD STORM DRAIN Community Design —W WATER LINE 12564 SW Main Street UO • MANHOLE Tigard,OR 97223 [T]503-941-9484 ■ CATCH BASIN DATE: 11/09/2018 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION — A r►�— f EROSION CONTROL ...... . — woQ VISIONy ".��1irb� 1;,,..`g O CLEARANCE tki►��� TRACT M ' w o TRIANGLE N 281.7 N DETACHED MIN. SETBACK SUMMARY UJ 0o Z 279.6 1�� PORCH SETBACK: 8' �1 3 O —iliviin....=___ ._..=.. 4i.0' ....... ......... BUILDING SETBACK: 12' ,v o ,; ..,„, ,•.- 17.0' S.o SIDE SETBACK: 3' Z VI r' it F- w z ;� I, . �1 � I;r SIDE FACING STREET: z o I !� 3.0'. , , }I / PUBLIC STREETS: 8' a —) v "<-� GARAGE N P ALLEY/PRIVATE STREETS: 3' 1 p' ,1,,,,=-; co N j I ' REAR SETBACK: 15' Al FFE:282.8 J i �.. EAR SETBACK AT ALLEY/PRIVATE: 0' 6.0' I it GFF:281.5 .__ I co �-� P.U.E. f]0 I r" I �, REAR COVERED PATIO: 10' BUILDING: I I GARAGE: �0 7D I, PUBLIC STREETS: 20' _{� 6., i4_ ALLEY/PRIVATE STREET: 3'-5' Ln UJ M '\ 1 o QIP 0 35 36 I `� Ir.0' i 3,238 SF I � 4.0' � I ' I LOT COVERAGE: it Lo 1 '0 POLYGON Wall "At I l: LOT AREA: 3,238 SF LiiAT ROSHAK �' '! riwri",.."r1. 3 1 4ertiBUILDING FOOTPRINT: 1,314 SF �` .. I�-- 1 ■ _ o oPORCHD1 Ii _ .� RIDGE iyi Mgr oy A ww P.U.E.-- J-I --, 0 . t3 �'_ti n� 19.0' — COVERED PORCH: 13 SF w�~ 1��.,1' �� _13.1' — - 4- -_ o��, .—�� . CANTILEVER LIVING SPACE: 0 SF -F, Aldid o 281.0 SIDEWALK 27.0' :44' METERWATER,+ce COVERED PATIO: 0 SF VISION (` .. 281.4 r� `281.9 'V LOT 35 DECK AREA: 0 SF Q CLEARANCE �° —! _�W__ ��_�- PLOT PLAN o TRIANGLE --'--„,,,,.. / TOTAL COVERAGE: 1,327 SF o Pr NI PLANT (1) STREET TREE: 0. STORM LATERAL , 1 DOVE TREE / 41.0 % • S 55 , S5 DAVIDIA INVOLUCRATA o D_ SANITARYSW TOWNSVILLE STREET CITY OF TIGARD IMPERVIOUS AREA: 1,574 SF ci RECEIVED os LATERAL as Approved by Planning Date: 77(5/// JUL 15 2019 r Initials: f w °' CITY OF TIGARD PLANNING/ENGINEERING POLYGON NORTHWEST (360) 695-77000 0 PROJECT NO.: 395-010 0TYPE: CONSTRUCTION O / 2 1 7 REVIEWED BY: CMH cp LOT 35 (R-12, SMALL) SCALE 20 CASEFILE(S): POLYGON AT ROSHAK RIDGE PDR 2015-00002 16883 SW TOWNSVILLE ST 11NCH=20 FEET z PDR 2016-00002-00006 PACIFIC LUMBER COPYRIGHT2013 ROSEBURG FRAMING SYSTEM"' •••"•-• i quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. SOLID BLOCK.ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI G)DLAM LVL RI GI DRI M- ^0[Lep��,„ � ,I'I ��I Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other it, 1 -J0 E az TO PVAS,.BLOCKS OST el ABOVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PROOUCIS aosreuac FOREsr PR0000NS `,III/ copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities 611x[include ...L._ \\�/ penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ��III!!eRFPI JOIST , ROSEBURG FOREST PRODUCTS ' 11 S , r v«�`tr- r I ® El CONFORMS ID DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT CONTRACTOR NOTES: PES/6N NOTES: ..Ree.aw^w.-y.-b., CONFORMS TO DESIGN CONCEPT WITH 05 RNOTEDSRSAaSEPTvnrx 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 -^I ^''^�-�R ❑ REVISIONS AS SHOWN El NO REVISE 6 RESUBMIT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .MoNi.-�-fra.Prw (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ❑ NON-CONFORMING-REVISE AND RESUBMIT _ ^G^•F 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD_TRANSFER_ _ _ _DETAIL THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE e;'S� Mena Wiwi oam (UNLESS NOTED OTHERWISE) OF L/480 N.r s. Nrs. WITH THE DESIGN CONCEPT ONLY aro FOES NOT RELIEVE THE MILIIRANDT ARCHITECTS 4)USE CAUTION WHEN GUTTING FABRICATORIVENOOA OF RESPONSIBILITY FOR CONFORMANCE WITH THE FLOOR LOADING: DESIGN DRAWINGS MD SPECIFICATIONS ALL OF WHICH HAVE PRIORITY FOR PLUMBING 40 sf LIVE LOAD OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 5)PROVIDE PROPER SUPPORT AT ALL p 1 2psf DEAD LOAD By. RAOhaela A.Petersen Dale:February It 2015 SHEARWALLS CT ENGINEERING INC SLEEP/N6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD I I \ I I ROOFLOAD/N6: 25pOf LIVE LOAD 1-lpsf DEAD LOAD . . IREVISED 05/11113 KLB Ja �I JS I PL 1 3-04(MAIN) R1 JB-=- JS R 1 POLYGON 10 MrK• Materiel Width Depth &rade Oty Gut Lth Tot Lth R1 056 Rim 1/2 7 16 112 J8 �� J$ I ',.1 J1 RFP)-20 3/4 1/2 4 16 64 I J2 RFP)-20 3/4 1/2 10 26 260 $1 _ PATIO J4 - --_ PATIO JO RFP)-20 3/4 1/2 2 22 55 J4 RFP)-20 3/4 1/2 5 22 - 1 1 0 I' J4 - -- ---- J4 - IJs RFP)-20 3/4 1/2 1 5 S 1,1 ® -- J6 RFP)-20 3/4 1/2 2 2 4 __ 1 J7 RFP)20 3/4 1/2 1 1 8 1 S JB1lo , JI JS RFP)20 3/4 1/2 4 4 i5 J4 J4 B1 RigiALam LVL 3/4 1/2 1.5E 2 14 25 6 J6_ 1 J JB 1 - J4 5 J1 I B2 EI K5 R COL 3/4 1/2 1.5E 1 53 5 B2 I JB 1 BLKG RFP 3/4 1/2 19 3 51 I- 1f L I J8 tJ5 L III Jl Jl �L J � JS L J52 BLKG 1.75 LVL 3/4 1/2 1.5E 2 3 5 B2 J2 01 J J JB J4 Accessories J4 . I Hi TH017950-Or-ITT9S 6 O 0 @v - J2 0 ® I J2 - J2 1 TN ni R r1 i 0 O J2 LL1 JJ2 �1 J2 I ry EEN J2JIB ' _._ R III L; J2 J2 - --. j _. I J2 - J2 - -- _- 5 1 J 1 -. J1 8 - - L_' 5 1 - _ 5 __.-_ 1 J�2 J3 I J-1 RJB 1 __ J 1 JI-2 R1 • 511 1k i �,,,, B 1 IMPORTANT, J 1 -- -.1 T REFERENCE INSTALLATION l 1 R 1 J 1 J 1 R 1 GUIDE FOR ALL FRAMING START --------i- J 1 J 1 START DETAILS AND I-101ST INFORMATION FRAMING 1 PORCH PORCH I FRAMING LEGEND: HERE HERE Pac' umber 0,__HANGER GALLOUT 1 L J L J Z -SUPPORTING POST p COMPANY CD -POST LOAD ABOVE • « R -RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 9 7055 (505)858-9665 LB =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 1D JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 12/26/12 B -BEAM(FLUSH WI JOIST) EN?'DESIGNER: KAKI BELWOOP DATE: 5/1 1/13 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 3-04 (MAIN) SHEET: 1 of 1 a 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 D(NEW) PL15-265 UPPER • START FRAMING HERE 8/7/2015 R— immomm Products 9-06-00 PlotID Length Product Plies Net Qty 1RM1 46-00-00 1"x 14"APA Rim Board 1 1 STS RM1 28-00-00 1"x 14"APA Rim Board 1 1 ® ° q RM1 14-00-00 1"x 14"APA Rim Board 1 1 I i -o§-os RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 N N N N N N N N N N N N '.N RM1 5-00-00 1"x 14"APA Rim Board 1 2 0 0 0 0 0 0 0 0 LI 0 LL 0 pi LL RM1 3-00-00 1"x 14"APA Rim Board 1 3 LL LL LL LL LL LL LL LL LL LL LL 'LL N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11 I° ° °i BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,}--6 ® a m--e—ill ® El CONFORMS T°DESIGN C""«, BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IRM1f B N F03 w xrns OORAS mNa � p BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ,' Fos ° z ° �W skirt BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 i' F01 r„F. ,,w vsva --- �. L—J T „ MILBRANDT ARCHITECTS F04 LI ALL BEAMS AND CONNECTORS PER ENGINEER I IRM1 I RM1 -- ,=—F04 .. ® CONFORMS TO DESIGN CONCEPT F09 — F05 0 CONFORMS TO DESIGN CONCEPT WITH ACCESSORIES QTY REVISIONS AS SHOWN NO 0 F06 °” F07 ❑ NON-CONFORMING-REVISE AND RESUBMIT Q TFI414 33 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOAWNCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE © TFL1714 3 FOG FO7 FABRICATOR/VENDOR OF RESPONSIBILITY FDA CONFORMANCE WITH THE 1x14 OSB RIM FOR SHEAR BLOCKING 30' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY D ° FOG se o F07 d OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. BY'. RiIEaela R.Petersen Date.FeSruary II 23'6 © HU412 13 F06 F07 44 2 CT ENGINEERING INC BK1-BLOCKING FLOOR LOADING' FOG F07 M. RMI=RIM BOARD 40 LL FOG F07 a 15 DL REFER TO STRUCTURAL PLAN FOR ADDITIONAL FO6 -- 'W F07-- F06 ' \ POST TRANSFER BLOCKING aC AND SHEAR BLOCKING REQUIREMENTS. ° F06 F07 0 '?T` I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I . F06 F07 a — 5 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 E 15 a F06 F07 4 1 FLOOR DESIGNED TO MEET OR EXCEED L./480 DEFLECTION CRITERIA I ° ? 4 FOG F07 F09 F05 a 1 ° o- CI 5-7-4 ."--i— - i� `� �I 7:::9171:04'"": F05 1- _ `:--_ItPN°o 'o °o o �� IRM1I MillPO gi LL LL LL LL LL g O ryjRM,� o DO NOT: IRM1] Loosen,remove,cut or notch any part of the open web joist. — I — Pacifial.uinber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TR U S S COMPANY SHEET 2 OF 2 26'-0' 41-0' I 221-0' ALL HANGERS uS24 U.H.O. GGE 1 , I r r r 6:1.2 6:12 r et: ICOII" PG1 (4) GQ` m SJ1 —, " ' 4 q q ' — SJ1 SJ2 M, 12:1! A SJ2 SJ3 ME IL. v A• SJ3 u1 LO co C2 .re w / 1 12-11 . C3 (5) — . I `. 2 �p a�na' Mite 4 LA'S J1 H J2 12:12 4 J3 , J4 2:12 J7 (5 J5 ' \ N �J6 14 N 1 J6 (2) '� J5 , J5 N N 12:1 +.7 < 7 0L1J=0> ' ` z=. < w= J11 ' J10 411 J3 O'=CC LI-1 � �_ All 12: 2 ,wH= A ��'�I , _ UO N W / J9J9 H m z - I ' -'ll I• Y J2 v=fLl.ioma °° %////;I� A , �► I- H wwp0 �� 1 a a ��Zo o = J8 �--- :�-Il,1 ■ moi• --- - — J- V V W xOQUO LJ I '..7 z z N LL iw o -- — W ■ w¢, r , — `/ =a � SJ1 A -�12 a!! F 0 w I JEgad :,9,1 N Vf 0 zz0z ._f� .. 1 ,�� X 4:12 cho UJ Z o �� o ,idi c NI- z F-Lu`i o L i- Z a / 0111111111 1- O ix aw,00 ca N N r � ENTRY RIGHT `^ 0 v, LLO ,o,<co cu ® CONFORMS TO DESIGN CONCEPT 0 y Z z O L�_ ce — ❑ CONFORMS TO DESIGN CONCEPT WITH O IX oO 0 0 z o w F— Q CO REVISIONS AS SHOWN CANT 9' rLL LL H I 0 c� 0,w —1 ❑ NON CONFORMING REVISE AND RESUBMIT X1,1 a r-6"I 11-6112' j21-61k 9-51l2' Z Z —> Z a w 6 rn 8 — O O W O OO ZH- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORALANCE 26'4' 61 (� (, Z U Z WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (�V FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE %/w- ❑ ❑ Q Q m DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 16'-6 1/i OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. — By: Michaela R.Petersen Date:February 11,2016 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/1 0/1 5 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-D NH GABLE AT GARAGE ENTRY RIGHTDESIINFORMATION.BUILDING GNER ENG NEER OF RECORDPacifi u er PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS y. TO TRUSS CONNECTIONS.BUILDING . , G DESIGNER/ENGINEERREVIDPOF OF ARDLL TO TRUSS R U S 7-D / D GABLE GA ED BY. REVIEW AND APPROVE OF ALL QR- COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.