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Plans (77) I?.Z G v Stu Tzat C4/fr '`7'c7",Pi& CO„Z 9y LEGEND: —ss SANITARY SEWER Pacific ONE HOUR FIRE RATED EAVES SD STORM DRAIN c°1'1111"1"ty Design W WATER LINE 12564 SW Main Street ® i MANHOLE Tigard,OR 97223 [T]503-941-9484 1 ■ ■ CATCH BASIN , � r' i � DATE: 1/5/2016 7.---. °> e ® N' °.. ^ 0. STREET LIGHT REVISIONS TRACT 0 19.00' 20.00' STRAW WATTLE PERIMETER P D� cDcDocx:p_ NO. DATE DESCRIPTION j it 267.0 EROSION CONTROL 26s.6 5.01' – r. > °`I_ 40.0-1-� STREET SECTION, SEE > °i v �� — 1 — — — © CONSTRUCTION DOCUMENTS I SIDEWALK 'i ,'7 _ > '1 9 i 11 I i I '7T r I I 1� 1 1 11 1 3.00' I •I� i �I I PUE I I i SETBACK SUMMARY I I ' ;IIS � I � GARAGE I, 1 r , , 11 I I FRONT SETBACK: 12' Nr ? ;; ' 1 I r-l— �� i I I i SIDE SETBACK: 3' I� 6.00' 1 ( i* i1 i I i– STREET SIDE SETBACK: 8' r ,1 �'I I I REAR SETBACK: 3' PLANT (3) STREET PUE i 1 I 1 T-� 3.00' I , TREE: 2" CAL. 1111 / BUILDING: 2610D ill�� I i PORCH SETBACK: 8' 9kci GOLDENRAIN TREE / > I� 1 I i FF=269.3 Is : KOELREUTERIA '� 11 r % 123 iI I 122 I 1 ro PANICULTA ��� o ; i 3 158 SF 1s II , _ / '1 III I Ilo I III 1°. .� ; : I r ,1 � , I 1 1 _ - LOT COVERAGE: I ,11 N 11 PORCH y 1 lii ° 1 > I 'R - J— insimm I I-__ – J I LOT AREA: 3,158 SF POLYGON AT N 1 , o 0�i� l I 21.00' �I _ PUE I �, N \ \ 18.00 1 I I + BUILDING FOOTPRINT: 1,314 SF WWII ��`��� jr 1 z66 I SIDEWALK WES�F�RIVER r'�- N � * °o �� h1 _ I I _ COVERED PORCH: 73 SF NILU �•.��.0~`.''=" TERRACE OF ° 26.0' f .> _> r r' `• y CANTILEVER LIVING SPACE: 0 SF ri 266.7 ,• ;>_ • `, 265.3 TT \ N a COVERED PATIO: 0 SF \ oFS5M M ♦4 IffrAltit WATER METER \ M ��/ DECK AREA: 0 SF �' L /� LOT 12 mc'''') Zr; IF STORM LATERAL TOTAL COVERAGE: 1,387 SF Q PLOT PLAN v SD ` SD SD 'D D SD— i 43.9 % PLANT (1) STREET hi SANITARY LATERAL SSS O TREE: 2"CAL. `ini. S ,!I 1 I S5 IMPERVIOUS AREA: 1,609 SF YELLOWWOOD / r\ r ° CLADRASTIS ,� SW JEAN LOUISE ROAD 1 I( ' KENTUCKIA_ v 0 \ I I 0 I 0 I m n art C 7 T IG .R 00- °' Approved by Planning POLYGON NORTHWEST (503) 221-1920 Dater/ �/je 01 O• 2 S 1 W V C TYPEPROJECT NO 395-029 / Initial :J , _� : CONSTRUCTION LOT 123 (R-7, STANDARD) 0 S 1AOLE 20 REVIEWED BY: PRE 0 POLYGON AT WEST RIVER TERRACE Z 17210 SW JEAN LOUISE ROAD 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" " `""` quality engineered wood products for today's builder- _ plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. 501.10 BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ o«om.HI [' wm� °I,, Al' I� �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI D LAM LVL RIGI DRI M� w Posrs Peoh.eovE >. To eEnzrzw EEi.orv. ." wsrw�scxu5s«NLOOKs product supplier other than Pacific Lumber Company is strict) .AO5 ,I) PEeverni�Ne.wnrcx PP p y strictly prohibited.Unauthorized use or ROSESDRe FOREST PRODUCTS ROSEBURG FOREST PRODUCTS ------ EEAe�NS ArzEA OPEwOKs copying of these plans,infringes rights under the Copyright act.Infringes face liabilities that include =,' `� i FELON TO POsr ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. IIl4RFPI-JoiST 1 / �� RosEalAtFOREE,Fwronucu „ti„',,,/04 / IIh CONTRACTOR NOTES: I DE5l6N MOMS, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS �` "" ^: 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR E".�"``�"�WANeeP (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 2FPi BLOCKING PANELS NTH BEARING riALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA Ars. N.rs (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEP/N6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 1 Tpsf DEAD LOAD I— ----1 WHERE PLATE NAILING AT WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL PATIO AS REQ'D. AS REQ'D. AS REQ'D. R1 R1 PL1 3-255 (MAIN) R1 A 1 R1 - R1 --,R1 R1 i -=-a#9" -- I— Rt R1 --- POLYGON 261OD l Mrk LI I Material I Width J Depth 1 Grade IOW I Cut Lth I Tot Lth : J6= _.. ------- � Si- _-_- 1 9 1/2 1 1 6 1 2 -- ---- _- -..-- J6 -.-. --- _--J 1._ N in L --..-- -- J6- -- - 1 3/4 9 1/2 1 1 0 110 _ _ JRt RFPI 40 ,y`)' -' ft�7� J2 RFPI-20 1 3/4 9 1/2 2 2 4 -- .- r 1r �/-- --- -- J3 RFPI-20 1 3/4 9 1/2 1 8 8 J4 RFPI-20 1 3/4 9 1/2 1 1 8 2185 J - J6- _ J5 RFPI-20 1 3/4 9 1/2 1 28 28 J6 RFPI-20 1 3/4 9 1/2 15 26 390 - -,-:--- - -- - --.. I J1 RFPI-20 1 3/4 9 1/2 10 6 60 R 2 .1 �6 B1 RigidLam LVL 1 3/4 9 1/2 1.5E 11 1 8 18 0 - --- II - �'- I- --- -- -- J B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 'I J.-j 0 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 ry - — - J6 ._- - _--4 _,_� -.-__-_ ------7_-__f - - - - — Try JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 I ® R 1 _-- J6_.- _ -_. _-- _....--- J6 -.-.--- --- t ® Accessories R H1 THO1 1950-or-1779.5 16 0 ---- ------ --__ _=R 1 R 1 - - - ___ ::. JIB O '.:: K Jf 1 k 36 1 ry ....___ _... ry WHERE PLATE NAILING AT ry --_ -------,- J6 --- _. _.. - SHEARWALL ABOVE N EXCEEDS ONE ROW, r --- J6- __. ____ _ , 3b- .._ PROVIDEADD'LBLOCKING m 12'-O" 14'-O' OR WIDER RIM MATERIAL -_. _ _ __ -Jb AS REQ'D. ----- --- --- -- -- ---- J6 --- 1 -0" 12 0' 1 —JS-------- —�d I ------ - - ---- — ! R 1 J3 1 1 I J.� Jy1 _ -- --,----- -1 1 !t I I J 1. —I1 - - ,r....a r,iii_- ---B _, ,_ 'fir 1_r.= - I li �r PORCH -f"�,t ,�,m Rt F7 JT _i _T J7 1 �1, Po I Si�� J 11 Si3ii i I r I a 'T R i IMPORTANT./ Ji J J JR ii B B REFERENCE INSTALLATION L ^ it I ,I I _ 4 X 1 START GUIDE FOR ALL FRAMING 1 J7 START / R1 R t J 1 DETAILS AND I—JOIST INFORMATION FRAMING R1 R1 FRAMING HERE 4-1/2 RFPI-20 0 1 9.2"O.G. 9-1/2 RFPI-20 0 1 9.2"O.G. HERE LEGEND: WHERE PLATE NAILING AT WHERE PLATE NAILING ATMI 0/ - SHEARWALL ABOVE SHEARWALL ABOVE O U N ����� EXCEEDS ONE RO H HANGER CALLOUT EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING -SUPPORTING POST OR WIDER RIM MATERIAL OR WIDER RIM LMATO MATERIAL ® AS REQ'D. & -POST LOAD ABOVE AS REQ'D. TRUSS COMPANY R -RIMBOARD ❑ CONFORMS TO DESIGN CONCEPT 5930 JEAN ROAD LAKE OSWEGO,OREGON 41035 (503)858-9663 LB ..LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT WITH JB -JOIST BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 2 b 1 O D ® FOSNN TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT 1 CUSTOMER: POLYGON J ..JOIST CALLOUT 0 aE ONDESIGNCONCEPT Wm, PHIS SHOP EBAWING AAs BEEN REELI IS Foe T REEL CCNPOYkNCE PLAN DATED: 4/23/1 3 R x THE DESIGNEERCONCEPT ONLY AND:G_3 N G RE_:Ev THE B -BEAM(PLUSH W/JOIST) z.x"a,De�ENDOR O:RESPONSIBILITY NR CONPO.rnNCE PM'PE MAIN FLOOR JOIST LAYOUT sen OS.Arvnss ANA a. COVR Ons ALL O N-�R'HALE I EMP DESIGNER: KAM/BELWOOD DATE: 1 1/1 2/1 3 HDR -HEADER(BEAM BELOW JOIST) JYER op,SNAPAIA,mama. POATION5B ALL HALL L.eln ALL PINE-ONS. BBO-BEAM BY OTHERS r"I Date S/22pa BY: Tota B.. ton Oz,Seme0aey Is.zona SCALE: 1/4"- t'-O' MIAIBRANDI ARCHITECTS CT ENGINEERING INC PL 1 3-255 (MAIN) SHEET: 1 of 1 ❑ CONFORMS TO DESIGN CONCEPT POLYGON XI CONFORMS TO DESIGN CONCEPT WITH L 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN El NON-CONFORMING - REVISE AND RESUBMIT 0 CONFORMS TO DESIGN CONCEPT PL13-291 UP H CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I ❑ REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TFLE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THISSHOP DRAWING HAS TBEEN ONREVIEWED FOR DOES GENERAL RCONFORMANCE E PlotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. WITH By: Todd R. Eaton Date: Septenker 19, 2014 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM 19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ___ BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 B 7 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 A 'll' F f0 ° BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m 1 ;» °1111 IIBM19 ® F10 n - 13M1-8 ---1 WE . — ° - Y .b °- n BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c ° ll!+ M4 -1 i I F07 I BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I I F07 ,- BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IN Fo7-N F°07 BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 ° BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 I i=jC5 F07 ° BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ° ° O F07 1 a ' — Z 1 BM < < O I F�J ° { 3 BK1=BLOCKING h ° Y0 RM1=RIM BOARD IX > j Q z IInlitF05 ° , ° 11 BM4 ACCESSORIES QTY W WI- I I:0', I II ®A TH017140-2 43 ° . HUCQ1.81/11 6 W 2 I MINIM v I k> F04 li CC - I • ' C ° pI F04 I 1x14 OSB RIM FOR SHEAR BLOCKING 28' Z W Q ° ° , ° m J 6W 1 I F04 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Z 0 J I Fo4 II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W W a w I I s BM3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA —I ° A .' s ° FLOOR LOADING 0- W Z W MIIIIIIIIL i [�]'�'I I F03 1 40 LL Ill L11 eI ° ®I ° ®' 0 ° 15 DL Opt III = m _1W _— ° Q CO 19-03-12 F03 1 _ J _ J . •I` P F03 E IF02 ° BSNI ' ® =1co JOIST WITH RIM ° , ° F11 F12 � = i II ice..., ° Gam. .. II F11 fi F2 se iz LL Pacifi umber co I{ \ F01 BM9 _ - _ � ���_�___�__ COMPANY �� � RM1� & TRUSS