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Plans I 1-1-2-52 9/J l( Itt POle Msrwdra- ®o131 LEGEND: 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: 1/17/2019 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 0 1 ss I I s-, SANITARY' I - ssi DETACHED MIN. SETBACK SUMMARY PLANT (1) STREET TREE: LATERAL SW 169TH AVENUE PORCH SETBACK: 8' --- JUNE SNOW DOGWOOD / i 4 BUILDING SETBACK: 12' 11.7 CORNUS CONTROVERSA 1 / s0 STORM o/ ■ S SIDE SETBACK: 3' f` WATER t ` ��� i / \ LATERAL- SIDE FACING STREET: / METER ' / �, % �/ it / -.maw -1 PUBLIC STREETS: 8' ;' m 2 , _ 't i 1 '.. ALLEY/PRIVATE STREETS: 3' 6.0II x � ,; I, o # P-u E. zs4.z `� 2s3 -� I Jn---:-"" REAR SETBACK: 15' ,, ><- // \,, 36.0' / 4 SIDEWALK ; REAR SETBACK AT ALLEY/PRIVATE: 0' Y / -- - - - �: REAR COVERED PATIO: 10' o 285---- -- - 0•2 �`�-� - - - - GARAGE: E -r -'- - I "'"19.0-—-14.6'_ -— _ _ PUBLIC STREETS:S: 20' - -;TrtH - ALLEY/PRIVATE STREET: 35—__ , i _ --- ' Q3-5 El 1 BUILDING: I I i - �f LOT COVERAGE: 4 �1 7AR i I --- 6.0 lr �— I POLYGON I' 29 ,5 1 i I 4.0'� I LOT AREA: 2,880 SF r 0 2,880 SF AT ROSHAK 3 L28 --, 1 1 - BUILDING FOOTPRINT: 1,309 SF 1 RIDGE w > ' ' FFE: 290.5p COVERED PORCH: 85 SF o_ y— — GFF: 289.2 a ;� Q. ( i ,� ......... __.._____ __ , CANTILEVER LIVING SPACE: 0 SF o Q. C� C L _ --- 10.0' li -• COVERED PATIO: 0 SF a) ' ›- 1 )1 1 it GARAGE LOT 29 a I I DECK AREA: 0 SF PLOT PLAN ce � o '�I 0s- TOTAL COVERAGE: 1,394 SF i l u) :_l - 289- - - - I J- - � +-H I LJ --f - - - - - COC' - - -.0-- 16.0' �e _ 48.4 % - —36.0'289.2 5.0' 288.9 IMPERVIOUS AREA: 1,684 SF o TRACT B 3.0' U I P.U.E. v IT c POLYGON NORTHWEST (360) 695-77000 121 C 7 PROJECT NO-: 395-010 j 2 S 1 W■ TYPE: CONSTRUCTION O REVIEWED BY: CMH 0 LOT 29 (R-12, SMALL) SCALE 0 CASEFILPOLYGON AT ROSHAK RIDGE 0 10 o PDR 2015-005-00 002 z PDR 2016-00002-00006 14252 SW 169TH AVENUE , INCH=20 FEET �L - :WN PACIFIC LUMBERCUPYRIGHT2012 ROSEBURG FRAMING SYSTEM'" 1 qualify engineered wood products for today's builder- "`o ^"°`s" „-,,, .,.. 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012.d� ,,,, The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ,II ��i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIG ID LAM LVL R I GI D R I M' J ,II III pp Companystrictly prohibited.Unauthorized use or product supplier other than Pacific Lumber Com an Is ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include--- ..--, iKsrwu scrv�sw e�oucs _ Tea ver.i�1a.nnrcV BEAM.AREA OF awes '� � `� �� BELOW TO PosrrsovE. penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. / IIM, �RFOPIOJo sr VF-, ; i , Mr CONTRACTOR NOTES: 17ES/6N NOTES: °. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .ma2,',17 .mw��, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ..�..���%:e�s;"!"�"" ="e.•..N�w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/4E60 iars. KTS. 4)USE CAUTION WHEN CUTTING ® FLOOR DEB.CONCEPT FLOOR LOAD/N6+ 0sroams,osPsicnmREEP'WrtR FOR PLUMBING 4Op5f LIVE LOAD ❑NaumNeo aes_S SWISS aeascmR 5)PROVIDE PROPER SUPPORT AT ALL 121966 DEAD LOAD SHEARWALLS 7:4 _ _ k,,,°,�,,,- SLEEP/N6 AREAS: °�`."."�`°a uPms. w,. vtrns 30psf LIVE LOAD MILBRAN DT ARCHITECTS 1 2psf DEAD.LOAD I I L 25/25f LIVE LOAD ® CONFORMS TO DESIGN CONCEPT 1 Tpef DEAD LOAD 111 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT 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 10,2016 ROOFLOAD/N6: CT ENGINEERING INC R1 RI JN s 17.1 ' JD 1 JO JD REVISED S/17/13 KLB FL 1 2-1 41 (MAIN) '�1 Ji J"1 P POLYGON 'TA PATIO _-- - r I PATIO Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth J-} J4 I4I ( R1 OSB Rim 9 1/2 T 16 112 \ 11 J-1 �• I J 1 RFPI-20 3/4 9 1/2 4 1 6 64 'll J2 RFPI-20 3/4 9 1/2 10 26 260 J3 RFPI-20 3/4 9 1/2 2 28 56 it '1'1 11 [ I 1 J4 RFPI-20 3/4 9 1/2 5 22 110 JDS •. - \ JY _ -¢ :I J� I JS RFPI-20 3/4 9 1/2 1 8 8 L i J6 RFPI-20 3/4 9 1/2 2 2 4 L_ H.� -• \ ,-1.i 1 J 1 M''�! — J-1 RFPI-20 3/4 9 1/2 1 18 18 • J8 RFPI-20 3/4 9 1/2 4 4 16 I 51 RigidLam LVL 3/4 9 1/2 1.5E 2 1 4 28 51 J \ 0 0 J2 hi B2 RigidLam LVL 3/4 9 1/2 1.5E 1 8 8 - - JB1 BLKG RFPI-20 3/4 9 1/2 19 3 5T I 12 P T 12 I.II JB2 BLKG 1.T5 LVL 3/4 9 1/2 1.5E 2 3 6 !{ J2 \ ® ® 12 �T Accessories H1 ITHO t/950-or-ITT9.5 6 12 141 0 J2 I[`-1 •l J2 LL 0 l J2 It _ K R' R1 1111 J2 - CI rl J2-11 \\_\ Tr 0- . J2 ... li J2 12 fl I `11L J2 12 J2 J2 _,,,,_ —B-4-----—t5 J - . R1 I_2 I J 1 J F.1 I -1152 R1 IMPORTANT! REFERENCE INSTALLATION ALL FRAMING -- --B1 I 11 — J 1• • I -11 �— PETALS AND I-GUIDE RJO ST INFORMATION 1 I JE5,1 JB1 J1 R1 • 11 2E Pack umber START -------1-- R1 �\ START FRAMING — I PORCH � PORCH I FRAMING LEGEND: HERE 1 i HERE & TRUSSC O M P A N Y I H -HANGER GALLOUT I L J L J PLAN DESCRIPTION: TA ® -SUPPORTING POST ® -POST LOAD ABOVE PLAN NUMBER: POLYGON (MAIN) A R -RIMBOARD FL 1 LB -LVL BLOCKING PLAN DATED: 4/19/12 2 -OUR LOCATIONS- JB -JOIST BLOCKING REMODELING GENTEFA E{NP DESIGNER: J -JOIST CALLOUT s/oo SW DOONES PERRY ROAO LAKE OSWEGO.OREGON 9/035 KAMI BEL-11%100D B -BEAM(FLUSH ii.)/JOIST) (503)856-9663 HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE a CONTRACTOR YARD DATE: 5/11/13 59/45/9 JEAN ROAD 550-BEAM BY OTHERS SCALE: 1/4°-1'-0" LAKE OSWEGO,OREGON 9/035 (SOWS S6-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE S 8/7/2015 Products 9O PIotID Length Product Plies Net Qty , ARM1 46-00-00 1"x 14"APA Rim Board 1 1 RMI 28-00-00 1"x 14"APA Rim Board 1 1 IBM1IRM1 17-00-00 1"x 14"APA Rim Board 1 1 v -0 ,. v e v —o---0 RM1 14-00-00 1"x 14"APA Rim Board 1 1 t 19J69-05 T 3 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 N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0o 0 0 0 0 0 ,0 0 0 0 o BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL 'LL LL LL LL LL LL LL 'LL LL LL LL LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cc BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO•r:a:NCONCEPT BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑COQ"a:h°FSGNCONCeTN1TH BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 A I1 ❑ • IT _=—iil�il IR -—� s„„, .�. .,,.� .T ALL BEAMS AND CONNECTORS PER ENGINEER 1 F03 M1 A..wa: vvnc w 0 I� B MILBRAMDT ARCHITECTS V P F03 11115/'59: I� ACCESSORIES QTY F01 9 I ® CONFORMS TO DESIGN CONCEPT 0 TFI414 24 LL b Q J , ❑ CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 B 1 F04 REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' ti — F04 1 IRM11 RM1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 I -'.— © HU412 13 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1I F05 F09 �I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE P H C DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I F07 f I F06 1 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. i �rF07 F06 By: Michaela R.Petersen Date:February 10,2016 i m f am.=BLOCKING FLOOR LOADING CT ENGINEERING INC 40 LL Fd P FOB I9 RM1=RIM BOARD 15 DL EDT �i F06 REFER TO STRUCTURAL PLAN FOR ADDITIONAL d` d POST TRANSFER BLOCKING EDT IIp FOB I AND SHEAR BLOCKING REQUIREMENTS. }P— F07 i FOB A9 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN \ IF07 OD F06 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 15 q I F07 I FO6 I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I FO7 FOB a o d F07 J I FOB OIC $ db NI I F07 F06 p FOS F09 d d i FOS F09 1— —� 1 i o 1 Ifi !I__I IIS tl FO5 H F09 1 —_=� I RM11 I F08 h I FO IRM1j DO NOT: 5-07-00 , Loosen,remove,cut or notch any part of the open web joist. Pacifi `.umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS t C O nA P A N Y . SHEET 2 OF 2 26'-0" 22'-0" 14'-0" ALL HANGERS W824 U.N.O. °' GGA- ' - M £ - £ M 6:12"' 6.12 CO C7 v -- 1 - - - 1 MI LL 7:12 7:12 • '4 R(2)22-4" I CO �U6-. - I v I ■ r t /� �. icio 1.1.1 l 1 t LA1 0=La> 7. 12 Z~Kr1 tz.I-.. ACC I,A1 lA. tri I I / I- m -� z N W > L1� I` 02,,,.. I UJ Az �a +- i • I W O CI)W CQ N U../ t`"i w c0 Si 0" i Z Z v1 o 6m 04 / L ' ® ® , ..z AA. . /0 7 1�� t. Z I hP ra Z iil° ,I yy �y � f.A1-W j1J I I1 I I Z M. ,�, I „ iQ4 __ p �C7 ....” / 1 u CaOC Z < <Ohe) I El ❑ ❑ =~ad m A al. d PE AL d CL i _ 4.9:12I -- - -- - - -- -- -- -, _ ■ <fY99i) ■ �-, CONFORMS TO DESIGN CONCEPT LJJ f `�, V.� M CONFORMS TO DESIGN CONCEPT WITH I f v ❑ REVISIONS AS SHOWN 1 <�ii& . - ❑ NON-CONFORMING-REVISE AND RESUBMIT I 71-0" 1..... 16'-61/2" i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE f WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE n DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 9'-11" I 161-1" OVEN THIS SHOP DRAVINOO. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R.Petersen Date:February 10,2016 26'-0" CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT TRUSS CALCULATIONS ONNS AND - ENGINEERED STRUCTURAL i PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER NEER OF R CORD pacifi 1, mber PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSSIA TO TRUSS CONNECTIONS.BUILDING i 7-A / A GE GARAG�IG DESIGNER/ENGINEER OF RECORD TO p rHECKED BY REVIEW AND APPROVE OF ALL i TRUSS COMPANY DELIVERY LOCATION: SCALE REVISION-3. DESIGNS PRIOR TO CONSTRUCTION. "11 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.