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Plans (2) 1L-I2► J l( q A Ave MSTZb �i -c9o2�� LEGEND: ss -- SANITARY SEWER Pacific Community SD — STORM DRAIN Design —w-- WATER LINE 12564 SW Main Street 0 MANHOLE Tigard,OR 97223 [T1 503-941-9484 CATCH BASIN DATE 12/10/2018 0-+ STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 281._... DETACHED MIN. SETBACK SUMMARY st Ss SS SANITARY �` LATERAL PORCH SETBACK: 8' SW 169TH AVENUE BUILDING SETBACK: 12' PLANT (11)ISTREET TREE: STORM 5 �` SIDE SETBACK: 3' - JUNE SNOW DOGWOOD / iii ■ , LATERAL- SIDE FACING STREET: WATER PUBLIC STREETS: 8' CORNUS CONTROVERSA IIIr ; ,i } /; � t.- `� METER = -• ALLEY/PRIVATE STREETS: 3' i j 6.0' ,1 �; ,,,• ;, i fes--i r REAR SETBACK: 15' P.U.E. I„; _-. "' °' REAR SETBACK AT ALLEY/PRIVATE: 0' 283.6 SIDEWALK V REAR COVERED PATIO: 10' �ar� + 60 283.9 _�.��.4.�►.� GARAGE: E 0 - - ----285_ __ PUBLIC STREETS: 20' - - - - - -13.1'= .. - - - - - ALLEY/PRIVATE STREET: 3'-5' n — - - - - I --T- Ir_ — — .---=--- --, 2861— _7_19.0' — — co 1 r - -- - - � - -°f-- 288- _ -___'d . -I- - - - _ _ _ r S ............ F I 1----- 0 -- F ---F- - - I I i 2 9 o — if .LI I r r LOT COVERAGE: I _ ISI _ -- '' I POLYGON E 5.5' 1 _ BUILDING: I - -4 5' LOT AREA: 2,880 SF I ;I r 7BR I 1 L AT ROSHAK I 1 o FFE. 290.3 o I BUILDING FOOTPRINT: 1,314 SF s Toro i GFF: 289.0 0 '......._. i RIDGE co -`" 1 30 I I COVERED PORCH: 73 SF 0 2,880 SF �1I 1 I CANTILEVER LIVING SPACE: 0 SF oI I 4 � I I i f— '' -(- D' I I � I , I COVERED PATIO: 0 SF o s 1 LOT 30 2Y, DECK AREA: 0 SF a I )1 I ti tPLOT PLAN ( II 1 GARAGE i TOTAL COVERAGE: 1,387 SF o 3n1r J— — _ -11 =... _ _y—,...______,_____i _ 48.2 % -` 16.0' 0 ri — — — 36.0' IMPERVIOUS AREA: 1,908 SF 0 2881-9-- 88.9 5.0' 288.6 _ 3.0' 2 TRACT B P.U.E. 0 v 0 CIT �� i /�tiL� POLYGON NORTHWEST (360) 695-7700 approved by planning 0 Date: . '�I2� l PROJECT NO.: 395-010 TYPE: CONSTRUCTION / 2S1W7 REVIEWED BY: CMH O initials. SCALE LOT 30 (R-12, SMALL) t — 0 ,o CASEFILE(S): POLYGON AT ROSHAK RIDGE PDR 2015-00002 PDR 2016-00002-00006 14244 SW 169TH AVENUE 1 INCH=20 FEET ROSEBURG FRAMING SYSTEM'" W .. . - ;„„ PACIFIC LUMBER COPYRIGHT 2012 quality engineered.n ,dw w'°x'” J„a,,, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber aw°,� ,I' ��i Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM LVL RI GI D RI M" SOLI BLOCK ALL �„ rows PROM ABOVE ,,,, All ro Be..wxB suorv. ,,.,,,,.-, , II xEAM.AREA FOF BLOO product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS EOSEBOQG FOREST PRODUCTS �� .-•..arm. .en or 7i 1a.HATCx copying of Chase lens,infringes rights under the Copyright Act.Infringes face Ilablli[ies that Include \E/\ -..-.--`` BELOW POST na 9 p 9 99 / BBLCw ro rosr ABove. penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. RFPI JolsT /�i r! ./IIIA �,° �!�� Itt� CONTRACTOR NOTES: DESl6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .m�+«a.,w -,r�.�,ro 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .e<�,.���:m�v::�u°v�'"°`�'"«`' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH eEARMG rVALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 NTS. NTS. 4)USE CAUTION WHEN CUTTING FLOOR 1-0AD/N6r FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEP/N6AREA5: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I I ROOFLOAD/N6: 25psf LIVE LOAD 11psf DEAD LOAD U. Jb REVISED51TI13 KLB R Jo-. 21 PL 1 2-1 48(MAIN) POLYGON BG Jo , WArk* Material Width Depth Grade Qty Out Lth Tot Lth Si 05E3 Rim 1/2 6 16 46 1 Ji J7 P 5 J1 RFPI-20 3/4 1/2 4 16 64 PATIO I cl I L PATIO J2 RFPI-20 3/4 1/2 10 26 260 - J4 J4 `i = J3 RFPI-20 3/4 1/2 2 28 56 TP 1 _JI I• J4 RFPI-20 3/4 1/2 5 22 110 '� J4 �/ 4 f J5 RFPI-20 3/4 1/2 1 8 4 Ii J6 RFPI-20 3/4 1/2 2 2 4 ' I J4 _ 111 J1 RFPI-20 3/4 1/2 1 18 18 .1J J8 RFPI-20 3/4 1/2 4 4 16 - J7 Ji 1 JD = 51 RigidLam LVL 3/4 1/2 1.5E 2 14 28 111111 JJ77 B2 RigidLam LVL 3/4 1/2 1.5E 1 8 8 L I -* �iB 2 J4'i 1 `I J4 52 J JB1 BLKG RFPI-20 3/4 1/2 14 3 51 >'` rlv. .i I JB2 BLKG 1.15 LVL 3/4 1/2 1.5E 2 3 6 r. J2 O 0 J2 Accessories J2 N (r J2 M1M1 H 1 ITH011950-or-ITTFA.5 6 tr 13' J2 a p, J2 P O O ; ®coNroBMs TO DESIGN CONCEIT J 1 N n R I J2 CONFORMS TO DESIGN CONCEPT MsroBBwNeBR TSTwm 0 nevBiorvsnorto J2 IIT J2 " ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON -uvse.RESUBMIT R1 DC j R1 REVISIONS AS SHOWN 1 J2 ry Oi J2 J®1 ❑ NON-CONFORMING-REVISE AND RESUBMIT Aa a wv (e ' te I IHSS SHOP DRAWINU MS BEEN REVIEWED FOR GENERAL CONFORMANCE F MI L B R A N D T A R(H I T E(T S J2 J2 i WITH THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE kJ2 J2 CI DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. J2 J2 18y: Machaeta R.Petersen Date:Feernary 11,2018 f CT ENGINEERING INC TI J2 J2 1 Al Jt - - Ji _. . .. .._ B 1 .-. R1 J=2 l'-1.3J31 JII 1 JY� J®2 R1 IMPORTANT/ _ REFERENCE INSTALLATION �g J91 GUIDE FOR ALL FRAMING _- -1J 1 J 1 q B r _==_ DETAILS AND I-JOIST INFORMATION R1 J1 rJB1 J51 'I J4 121 START --------' J1 i___- J1 \ START Pacifiãj.umber FRAMING ' 1 1 FRAMING LEGEND: HERE 1 I PORCH PORCH 1 1 HERE & TRUSSCOMPANY �� ( H }--HANGER GALLOUT I 1 ® -SUPPORTING POST L _I PLAN DESCRIPTION: /B ® -POST LOAD ABOVE PLAN NUMBER: POLYGON (MAIN) B R -RIMBOARD 1 48 LB -LVL BLOCKING PLAN DATED: 4/1 4/1 2 PL 2- -OW LOGA770N5- J5 -JOIST BLOCKING REMODEL/NC CENTRIC. ENlP DESIGNER: J -JOIST GALLOUT O Ar o0 LAKE OSWEGO.OREGON 91035 KAMI BELWOOD B -BEAM(FLUSH w/JOIST) (503)555-9663 NOR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE CONTRACTOR TARO DATE: 5/17/13 5974 SW JEAN ROAD B50=BEAM BY OTHERS SCALE: 1/4"- 1'-0" LAKEOSWEGO.OREGON 4/055 (503)858-4663 SHEET: 1 of I Ph 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PLT5-264 UPPER START FRAMING HERE , 8/7/2015 Nisminin Products 9-06-00 PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 AYBOnOMF 5A7NTHJDIssI RM1 28-00-00 1"x14"APA Rim Board 1 1 iBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 RM1 14-00-00 1"x 14"APA Rim Board 1 1 19 k i 0 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 RMI 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 • N :N N N .N N N N :N N N N N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Ll ILL LL ILL ;LL lL LL LL 'lL LL LL LL LL ® g• BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I I BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 II i _Ilul I I rtI HENT I I _N ®wHroaMs yo oEzw"mHaRr ALL BEAMS AND CONNECTORS PER ENGINEER — rc F03 0 I B RM1 ❑aEvnro rwyio m• CO OH.(ONwRMMG ,Ar., ,,,FSVeM F03 IInr, ACCESSORIES QTY ' " ® TFI414 24 - A F01 ' awFww ��vvlta LL MILBRAHOT ARCHITECTS ,01 TFL1714 1. F04 r7, I E 1x14 OSB RIM FOR SHEAR BLOCKING 30' W, ERM11 ® ® CONFORMS TO DESIGN CONCEPT © HU412 13 FOS 111 F09 ❑ CONFORMS TO DESIGN CONCEPT WITH �-, REVISIONS AS SHOWN F07I I F06MI 0 NON-CONFORMING-REVISE AND RESUBMIT � THIS SHOP DMIIIIA HAS BEEN REVIEWS FOR GENERAL CONFORMANCE F07 1 F06 � WITH THE DE5IGN CONCEPT ONLY AND DOES NET RELIEVE THE BK1=BLOCKING FLOOR LOADING ° a - o � DESIGNFABRIC OF RESPONSIBILITY FOR FYNIICCONFORENNCE WITH NIT 40 LL DESIGN OAAWINGB AND SPECIFICATIONS ALL OF MIDI HAVE PRIORITY RM1=RIM BBOARD LOCKING 1=07 THE >I F06 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 15 DL I F07 I F06 By: Michaela A.Petersen Date:February II,2015 REFER TO STRUCTURAL PLAN FOR ADDITIONAL CT ENGINEERING INC POST TRANSFER BLOCKING !�F07 II F06 AND SHEAR BLOCKING REQUIREMENTS. P I F07 F06JIM= SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _© FO7 ' ' � FOG SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F07 F06 ...= FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA IF07 II f F06 q i F07 II F06 —r� 4 I F07 ° F06 w F05 F09 'FOS .JINIMI. F09 IR ��7 ��� fl F05 ■=H F09 I_ •_ _ 1 (RM1 - - _� F08 TRM1` DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. �- Pacifi 'Lumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 245:36" SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0" 22'-0" 4'-0" C.3 ... 0_. . -. - is .\ -- 6:12 6:12 r zo C4 (4) V C9 Co 6:12 a . .. t C2(10) ' o . i p 4 .. YT. I • b CV a W6:1 . cc 4 co wWZW "-W Wp"t' l0 l..-, Ce a ai�-i E \ I— 2 zp IiJ'S ri (..,J B3 (7) ... 0 1-1.1 W E a. Li V W 0. O. _,, CD cf)5.-c-. 0 = —... 7. — 0000o 4.. 1• u .W Z z v.,w o OIri ._ .� F- 0 0 u,ou.` N Z Z cd W a tz ,.. ... tPD th W J zzcaz '— t`""°° B cn Elia h-• F- Z 0 =0o7.2.ro Q cn - 04_ w Z Z K: 2 = Q GSC .. ... �..\\:? ® 0 zvt m 0 0 sn 0 z}W cr .� Q• O at\X Zo¢zr <IvgeJ Q vex El /A/.\, /1/ 'III L 4:12 c Cr) • ® CONFORMS TO DESIGN CONCEPT MI , ,/ LV et I [l CONFORMS TO DESIGN CONCEPT WITH . REVISIONS AS SHOWN I 1 (04001 I El NON-CONFORMING-REVISE AND RESUBMIT I I I < U THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R. Petersen Date: February 11, 2016 26'-0" CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT TRUSS CALCULATIONS AND I ENGINEERED STRUCTURAL NI PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 1 7-B NH KDEER NG NEER O BUILDINGa ifi umber DESIGNER/ENGINEER RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 7-B NH / B-NH CHECKED BY: DESIGNER/ENGINEER OF RECORD TO f I ,V■ REVIEW AND APPROVE OF ALLCOMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. f LEGEND: ss SANITARY SEWER Pacific STORM DRAIN Community 37;� Design —w-- WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [TI 503-941-9484 CATCH BASIN DATE: 12/10/2018 + STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO- DATE DESCRIPTION EROSION CONTROL � '� X2$3 --, 'r DETACHED MIN. SETBACK SUMMARY SANITARY I � �� --- PORCH SETBACK: 8' SW 169TH AVENUE LATERAL , BUILDING SETBACK: 12' SDSTORM 5D SIDE SETBACK: 3' PLANT (1) STREET TREE: rF i IP LATERAL- SIDE FACING STREET: JUNE SNOW DOGWOOD / --' ,- ! � v, , WATER, , PUBLIC STREETS: 8' CORNUS CONTROVERSA /� / �, i�. M -- - t �� I � 1 , -' �/ f'METER �_ .rr �' ALLEY/PRIVATE STREETS: 3' lj 6.0' ` f o I'— REAR SETBACK: 15' REAR SETBACK AT ALLEY/PRIVATE: 0' Ih 28 9 ;,--,<-283.6 SIDEWALK V REAR COVERED PATIO: 10 -„. ,, , 36.0' / \\L E \ — -- ate. - - - - . . ' ,,� E _`— � w- - '. .. � „� — _._. _ � ---- GARAGE: O --- ---285== _ PUBLIC STREETS: 20 , — - - - 13.1'=_ .. — I-_ t — — — — 2841-- _-19.0, -__ I---- — — — —=— — -�- ALLEY/PRIVATE STREET: 3'-5' co t- rt _247 — . ... I _=µ- _ r 0,1 r -- _ _ _ --- _ - 288_ _ _ _ _ _ I . _ _ — _ __ _ _ - r r — ---�_—II— -i 19 r I I,- cu U r LOT COVERAGE: 11 i .I _ I I POLYGON LL, 5.5'T►- f BUILDING: I 4.5' LOT AREA: 2,880 SF i ;I - ' 7BR I I L AT ROSHAK 0 0 FFE: 290.3 1 1 BUILDING FOOTPRINT: 1,314 SF --' T ci 1 GFF: 289.0 0 r- I 1 1 RIDGE �' I I 30 ' COVERED PORCH: 73 SF f it 2,880 SF 1 I O �'II ; I I _ j CANTILEVER LIVING SPACE: 0 SF c I 9 i I 1...-,-. � eE I I ' �' I COVERED PATIO: 0 SF o I I LOT 30 c I I �0 fi DECK AREA: 0 SF PLOT PLAN eE 1 o y I GARAGE ' TOTAL COVERAGE: 1,387 SF I I ,T- -- - .—� I ...t— — ——* —— --1=- C 48.2 % , - - -4=16.0 ' _ o — " __� 36.0' IMPERVIOUS AREA: 1,908 SF 0 288.9 288.6 i 5.0' 3.0' co TRACT B P.U.E. U l CITY OF 1 IGARl7 Approved by planning 3 P_ POLYGON NORTHWEST (360) 695-7700 Date: .....11.2.10_0_, P 2 S 1 W 7PROJECT NO 395-010 �n'tla'C1. ,...6,______„. TYPE: CONSTRUCTION O REVIEWEDB7: CMH 0 LOT 30 (R-12, SMALL) SCALE 0 ,o 0 CASEFILE(S): POLYGON AT ROSHAK RIDGE, o PDR 2015-00002 z PDR 2016-00002-00006 14244 SW 169TH AVENUE 1 INCH=20 FEET