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Plans (90) SMS C 2Jc ck- CXS‘I I t-V2L-k S' - i‘... ,-ts Vi ,,,1,.., LEGEND: #......u.""...../ —ss SANITARY SEWER Pacific Community —SD STORM DRAIN Design —w WATER LINE 12564 SW Main Street ® • MANHOLE Tigard,OR 97223 [T]503-941-9484 ■ CATCH BASIN DATE: 11/28/2018 0 STREET LIGHT REVISIONS _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 4 ICO=� EROSION CONTROL '` TRACT B r4illIiII/ !�h!N N - ' � '� ( 21183# / , I 285.8 1 IL; VISIONifi !!� /�)ij0 ___1 ■ I DETACHED MIN. SETBACK SUMMARY NCLEARANCE. fit ,�1 �I r __— PORCH SETBACK: 8' F- TRIANGLE ® r- �r i 16.0'-+li_.,..._, I-- BUILDING SETBACK: 12' L21 1� - '���;I i( , 7 SIDE SETBACK: 3' k ,!� /, GARAGE 3.0' SIDE FACING STREET: J 3 01` WIN ;� � // i P.U.E. PUBLIC STREETS: 8' Z `n ' I'`,,�'' I % I ALLEY/PRIVATE STREETS: 3' -- Z � 0 „Al l OP U.E. "1I. I. , GFF: 285.5 // I i REAR SETBACK: 15' I I- /^ ,a `t, 17.0'1 ,, FFE: 286.1 L REAR SETBACK AT ALLEY/PRIVATE: 0' 1 REAR COVERED PATIO: 10' L- ti 3 ��\ °° . 1$� III BUILDING: I GARAGE: E �� I I 7A _ PUBLIC STREETS: 20' -�—4.0' Lo I ALLEY/PRIVATE STREET: 3'-5' 4104• \ III 134 0 o 0.44.'410 I II i 3,396 SF 'o°:' 33 1 ' I X11 13.0' / C 06 LOT COVERAGE: /II �'1i/$ l POLYGON �. f, bit LOT AREA: 3,396 SF 1 M u / . AT ROSHAK �IfljI4Jah fes.___ --ILPPORCH �I 186 6.0' 0) ,= I— p O> \� Al k - — 25 P.U.E.S a z z �e_�1,.` �� to 19 d BUILDING FOOTPRINT: 1,309 SF RIDGE i _ _ _ a a w p VISION �`�?kyr' �� ` 14.6'_ _ - COVERED PORCH: 85 SF 2 H > CLEARANCE, I G+°=''./ 1 / /I1 a /"”" a - a.,as4_a..oits...:1..�._cars 0 , TRIANGLE '� try 29 0, - 1 CANTILEVER LIVING SPACE: 0 SF O L 281.9 SIDEWALK ` o _ 511,� 0�1 282.8.- - 82 8r COVERED PATIO: 0 SF 0 j LOT 34 2 PLANT (1) STREET TREE: —1 ; , DECK AREA: 0 SF it JUNE SNOW DOGWOOD / _ : 11 l '1_ I PLOT PLAN 6 CORNUS CONTROVERSA b� 1 w` METER TOTAL COVERAGE: 1,394 SF Lo 3 v. (J5 - CS STORM LATERAL 41.0 % o 0 0 SANITARY LATERAL SS SS IMPERVIOUS AREA: 1,670 SF 3 /�2 SW 169TH AVE U /7 I ft v . v 0 i Cn — c 2 POLYGON NORTHWEST (360) 695-77003 D PROJECT NO.: 395-010 2S1W7 CITY OF TIGARD TYPE: CONSTRUCTION O/ REVIEWED BY: CMH LOT 34 (R-12 SMALL) Approved by Planning SCALE ' Date: 341-11 10 0 c, CASEFILE(S): POLYGON AT ROSHAK RIDGE PDR 2015-00002 Initials: S 1 INCH=20 FEET PDR 2016-00002-00006 14204 SW 169TH AV E N U E ImaP6 ROSEBURG FRAMING SYSTEM" ..--" .-,,,n PACIFIC LUMBER COPYRIGHT 2012 quality engineered wood products fortodov's builder" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. G Y SOLID BLOCK ALI. The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber "".om�N...:"^ /II I' �G Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRI M" , „„;"cW„�. rozrs rnoN move ,,,",,,,,,x�,-. ” WsrN.17,2'aws s product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSESa30 FOREST PRODOCT! aD181i'O RDIPE3l FE000CIS \/� ;o",«vwK. I ren ver.��ia.N.rcN copying of theseplans,Infringes rights under the Copyright Act.Infringes face liabilities that include --------_____` sero,nu usr neve.s na 9 9 90 � I/ ea.ow to rosr r.aove. penalties of up to$20.000 per work infringed,and$100,000 per work infringed willfully. FS �IIl�, RFPI JoisT 401165100 f012511 CONTRACTOR NOTES: PE5/6N NOTES: e,".",^.o> 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS F, ;" "'°u'°" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR m:....�.."a.".w",.do..ao W w ..��".���" ..,000x�..«. EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWISE) El CONFORMS To DESIGN CONCEPT 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: 0 n�rp s ZvcN CONCEPT W. FOR PLUMBING 40psf LIVE LOAD ❑NON�vNwan.INe-CONFORMING 5)PROVIDE PROPER SUPPORT AT ALL C 2psf DEAD LOAD SHEARWALLS ae_a'u. o. SLEEfL AREAS= N avne 30psf LIVE LOAD MILBRANDT {ARCHITECTS 12psf DEAD LOAD I I \ 1 I lirI_ / ROOF LOADING: _. .._____-_ - . �_,. -- _____� ® CON RMS TO DESIGN CONCEPT 25p5ILIVELOAD 1/psf DEAD LOAD limemisi ❑ C FORMS TO DESIGN CONCEPT WITH EVISIONS AS SHOWN NON-CONFORMING-REVISE AND RESUBMIT ___ — jS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR 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 10, 2016 CT ENGINEERING INC R1 R1 -48 JD R1 ----JD -13 1 .18. J8 REVISED 5.17n3 KLB PL 1 2-1 41 (MAIN) PATIO �' �4 ~— �� J4 G, PATIO POLYGON 'IA _ Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth 1.1 - --__-_--- --�4- - R1 OSB Rim 9 1/2 '1 16 112 8II — J1 RFPI-20 3/4 9 1/2 4 6 64 . Y� J 11 j¢ J4- - \V —II .13 RFPI-20 3/4 9 1/2 1O 26 260 .13 RFPI-20 _ 3/4 9 1/2 2 28 56 c J8 'J4--' Tr lir 1 .14 RFPI-20 3/4 9 1/2 5 22 110 �� b k J5 RFPI-20 3/4 9 1/2 1 6 5 Jf / _:_ IJ5 I'• I � -I L .16 RFPI-20 3/4 9 1/2 2 2 4 I- _- JET t 1I J51 ,B2 J J'I RFPI-20 3/4 9 1/2 1 15 15 1 --- J4 4-- -- - - - - - J4 - - J5 RFPI-20 3/4 9 1/2 4 4 16 10 V - 51 RigldLam LVL 3/4 9 1/2 1.5E 2 1 4 25 p . J2=- = 0 0 . -_ -- = B2 Ri9iQLam LVL 3/4 9 1/2 1.5E 1 8 8 ] .151 BLKG -20 - =�I J2 -__ -== Q;N 11 —_------ JB2 BLKG R1.1 51 LVL 3/4 9 1/2 1.5E 12 3 51 I-.... - .... 1 J2 _...... - e ® — --. 4--------- _ Accessories g 0 0H1 I THO1 7950-or-ITT9.5 6 J2 R t N N R R 1 --. J2 - - K V — 1 — 7 7 1 7 I J2- - - - - = -- _.. II J2 1 B1 R1 J Js JE-. R IMPORTANT-1 �� I J3 Jt t JB, REFERENCE INSTALLATION GUIDE FOR ALL FRAMING RI B t --1-1---- —_-— _ �4 I B1 DETAILS AND I-JOIST INFORMATION' j I, J1 .11 I. 1 -- JiIS 1 JB 1 __ -_-_-_ R 1 J1 I. Ji J P2PifIlilIIflhlI UI START �� R 1 R r -�� START Am FRAMING I PORCH PORCH I FRAMING LEGEND: HERE 1 HERE & TRUSS 1� COMPANY ( H }--HANGER CALLOUT L J L- J � ®/ -SUPPORTING POST PLAN DESCRIPTION: TA ED -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) PLAN NUMBER: TA R -RIMBO ARO LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2- 1 4'7 JB -JOIST BLOCKING -O[:RLOGATIONS- REMODELING CENTER: EN/P PE5/6NER: J -JOIST CALLOUT 15100571 BOONES FERRY ROAD LAKE OSWEGO.OREGON 91035 KAMIBELWOOD B -BEAM(FLUSH W/JOIST) (503)353-9663 NOR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT IRUSSOFFICE ACONTRAC7ORYA DATE: 5/11/13 5914 SKI,ZEAN ROAD BOO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" LAKE 05WE60.05E30591055 (505)553-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 iii Nomumm Products 9-06-00 PIotID Length Product Plies Net Qty :� RM1 46-00-00 1"x 14"APA Rim Board 1 1 i RMI 28-00 00 1"x 14"APA Rim Board 6+eonoM[BM1ani.wlsrsl - .,-,.-.. -.,,.r.. _... ,.-- �.- �BM1 ` 10•10111.1111_ ...r RM1 17-00-00 1"x 14"APA Rim Board 0 0 0 0 0 G o 0 0 0 3 o RM1 14-00-00 1"x 14"APA Rim Board 1 1 019-09.05 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 RM1 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 BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL LL LL LL LL LL LL LL LL LL LL BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 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 1 c o o d o c o o c o o c 10 b A AA o d--a o 0RK10 A b® I ALL BEAMS AND CONNECTORS PER ENGINEER RM1J cv F03 %I:1 A F03 0 � ACCESSORIES QTY n , i II F01 OA TFI414 24 moo.. LJ Q I IE CONFORMS T"DESIGN CONCEPT g TFL1714 1 bNc oSIGN CONCEPT WITH O F04 ,� ',2.. -REVISE 6 RESUBMIT 1x14 OSB RIM FOR SHEAR BLOCKING 30' I RMI • NG Y'F04 - Mt © HU412 13 F09 $ F05 a .0 �® N a FukW pate Ll)/ib . WY 'AMARANTHARCHITECTS F06 F07 F06 - F07 -,, CONFORMS TO DESIGN CONCEPT FLOOR LOADING; BK1=BLOCKING F06 � 0 F07 a ElCONFORMS TO DESIGN CONCEPT WITH RM1=RIM BOARD 40 LL _ REVISIONS AS SHOWN 15 DL F06 o a o ' F07 2 0 NON-CONFORMING-REVISE AND RESUBMIT REFER TO STRUCTURAL PLAN FOR ADDITIONAL '., , a; „ a� THIS SHOP DARNING HAS BEEN REVIERED FOR GENERAL CONFDRMANDE POST TRANSFER BLOCKING F06 F07 MITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE AND SHEAR BLOCKING REQUIREMENTS. FABFICATOR,VENNA OF RESPONSIBILITY FOR CONFORMANCE WITH THE • 2—_GI2y DESIGN DRAWINGS AND SPECIFICATIONS ALL OF RICH HAVE PRIORITY F06 - FO7 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I a: 4. -._ By: Michaela R Petersen Sete:feEruary TO.tot@ F06 ' 1.1 F07 CT ENGINEERING INC I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I b F06 ,. A. - F07 QI r FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA b ,. FO6 s O 0____o___ F07 d FOB F07 q 4 FOB $ F07 N i F09 s F05 —_ —p F090 F05 o- a ��� `1! I� t F09 F05 y __ D F08 r� 6— IRM11 2 D_ b FOB a— M1 _ TDO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. I — : Pack umber - -- JOIST WITH RIM SCALE: 1/4"=1'-0"on 245(36" SHEET 8a TRUSS l COMPANY SHEET 2 OF 2 II 26'-0" 41-0" 22'-0" 1- ALL HANGERS JUS2 U.N.O. . . .. .GGAV. .. 6: 12"-- 6:12 Ie,ry JibCDifl , iss.- .. i , 10 CSI LL .53 7: 12 7:12 co F (2)22"-0" HUS2 . z 412�'(2�. 7: 1 NILC 4 wwzw mw0U ILV D ) 7:'12 ,- F,cc \ �•' J U O N W 3 H � a W H W z 1. �v� r0 ea ce w p O _ , LUW W V 0 0 W 080° > w p w 1 D% ( r �4 v u u Lu / ` Z Z wa .— of of CD zzoz._ H N 0 ♦ W W 0 Z wOOZ7 cm : 0 0 W w uai a 5 m,_w Cn0LL Z s O ~O ce CO CL ZCL r viuHir (00 —aA0° 41 m ® CONFORMS TO DESIGN CONCEPT !Kr - 4.5: 12 ic) o ❑ CONFORMS TO DESIGN CONCEPT WITH E2 F— REVISIONS AS SHOWN Et) CV) / (4) ❑ NON-CONFORMING-REVISE AND RESUBMIT I I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE JJ//''�� FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 161-6 1/2" T-0" DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R.Petersen Date:February 10.2016 16'-1" I 9'-11" CT ENGINEERING INC 26'-0" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT NLY.REFER TO TRUSS CALCOULATIONSAND ENGINEERED STRUCTURAL MI PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER ,RAU 'NEECORD ' ' F RESPONSIBLE FOR ALL LLNON NON-TRUSS ''''''' um er PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 7-A / A GE GARAGEHECKED BY: DESIGNER/ENGINEER OF RECORD TOA. REVIEW AND APPROVE OF ALL & T R U S C O M P A N Y 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.