Loading...
Plans (91) l 7/S 7 �r&h f._aft'& f 7:20/6, -0/10 9,P LEGEND: —SS SANITARY SEWER Pacific —SD STORM DRAIN Community ____w WATER LINE Design �// ® 1 MANHOLE 12564 SW Mau street --2_____-_-_-__,.--_--- �� — — - Tigard,OR 97223 11 CATCH BASIN [71 503-941-9484 iii DATE: 12/10/2015 \'19.00' 20.00' D4 TRACT I 0' STREET LIGHT REVISIONS 264.0 264,1 3.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 4.50' PUE � EROSION CONTROL -- .........-- 264 32.0' ........... ___-7 �_--' STREET SECTION, SEE - 1 I The ��.u_�L.Wil �r-_-_-7111.1......En _ 4131 =I 264 , r'�- �`11r.7..�- CONSTRUCTION DOCUMENTSRECEIVED I GARAGE ,I , I I MAR 1 0 2016 SETBACK SUMMARY OF TIGARD 1 I I ' ' I _ _ t CITY 1 i I ' rl - I FRONT SETBACK: BUILDING I i �I 1 t i, I 12' DIVISION ' II ' SIDE SETBACK: 3' 5.00' L - - J 'I I STREET SIDE SETBACK: 8' ' I L[11 ; I 5' REAR SETBACK: 3' I o f i 45 I PORCH SETBACK: 8' 46 °°i 2,560 SF i , 1 44 -7.) I I 'I 1 I BUILDING: 4BR 1 I E N �' FF= 265.70 _ ' Csi1 o ——JJ I L I ti I : PORCH YI I [---` I LOT COCV VERAGE: I II I II I li 0RI [ ° ° '- 8.00' 1 LOT AREA: 2,560 SF o -�-264 25.00' ------t- __I 1_ -� I I 19.06' I_____ PUE POLYGON AT O - . — 267-4 —� ��` SIDEWALK , BUILDING FOOTPRINT: 1.111 SF WEST RIVER • COVERED PORCH: 144 SF PLANT (2) STREET Al 32-0.`� TERRACE I 261.3 <. of TREE: 2"CAL. � CANTILEVER LIVING SPACE: 0 SF YELLOWWOOD/ ° o i CLADRASTIS DECK AREA: 0 SF KENTUCKIA o SS mr At. my TOTAL COVERAGE: 1,255 SF i WATER METER , 0i LOT 45 _ 49.0 % PLOT PLAN i SANITARY LATERAL 34.00' —a' as IMPERVIOUS AREA: 1,620 SF o • W , W`� \ o 111 D_ I, O v1 , in-l—c 2____ o c LI ° ,..,-, c:-. o Cl I� C_ 3 CITYOF TIGARD POLYGON NORTHWEST (503) 221 -1920 (i) Appro�° ,� Pla Hing 2 S 1 W6 PROJECT NO.: 395-029 TYPE: CONSTRUCTION t Dae: g//t) /!p " LOT 45 (R-12, STANDARD) SCALE REVIEWED BY: PRE POLYGON AT WEST RIVER TERRACE cn Initials: LS '° ° z 17157 SW JEAN LOUISE ROAD 1INCH=20 FEET ROSEBURG FRAMING SYSTEM'" ,II �ocKNs QUalily engineered wood products for odOY15 builder- SOLE,BLOCK ALL ''> POSTS PACIFIC WMBER COPYRIGHT ToaEAaN6aEI-PK PER TABLE AON ESTALLK4dSRBLO MSTAUArrONE.d�PE ,II PER PETAL 1d.MAT. .LEER = These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2011. LA i■ / BELOII AREA aA�E-` The plans may not be re used or coped,in whole or part,without written permission from Pacific Lumber RIGID MT LVL RIGI I RI M� -• ,,,..s., �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other aclat�anna toatst smov[4c1s � T +-"I' PROM OPPOSITE NALs product suppler other than Pacific Lumber Company is strictly prohibited.Unauthorized use or AR ) \ 111 II�� .R a lt �� BY a copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ` / 11\ penalties of upto 520,000 per work infringed,and 5100,000 per work infringed willfully. ."' O/+� / y - q 9 P 9 y Ii a JOIS120Saagas!Vital T 1 DDL I-JOIST CONSTRUCTION CITY'A.aa @ I 'P L'u' 'C POST LOAD TRANSFER DETAILN.rs. �.,�tt 41 @ 1 q ,'/"` e ' d u GONTR,4GTGR NOTEx DE�/6N NOTESr N.T.S. L,,a§a t' ,�+51a,. ;..�°a e.,� "� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5LEEFIN6 AREA5n 3Opsf LIVE LOAD 1 2p5f DEAD LOAD ROOFLOA01N6 25psf LIVE LOAD 11 psf DEAD LOAD R1 Ri IFI JO J3 R1 J3 1 .._ II ..... ..R, i R1. . ..... _}2 FI I R 1 .t3 _ J3 1.. R 1 :: ll ...J.2 .... R, t. t I'- : J1 ._ _. `-, PL 1 2-2 1 1 (MAIN) I1 J/ POLYGON NW 4 ABC 1 1/201 2 Ii 1 Mrk• Material Width Dgpth &rade qty GutLth Tot Lth J1 R J1 R1 058 Rim 1 4 1/2 6 16 Pb II 1I I J1 RFPI-20 1 3/4 9 1/2 13 22 286 I� ___ __. id` }9 --- --- J2 RFPI-20 1 3/4 9 1/2 2 16 32 v 0 _ J1 II ......_ (2)JB:1,\p & 2)JB 1... I 0 J4 RFPI-20 1 3/4 4 1/2 3 24 12 h d PATIO JB JT -' f "� J1 PATIO 1r IN 45 RFPI-20 1 3/4 9 1/2 1 20 20 } .15 RFPI-20 1 3/4 9 1/2 2 2 4 n •R1 Ri` _.. �:: }1 ..... .._.0 11 O 4-i RFPI-20 1 3/4 9 1/2 1 12 12 B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 .16 1r" Pt JB1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 4 3 12 it JJS { Jb }(2 JS I{ JB2 BLKGRFPI-20 1 3/4 9 1/2 15 3 45 ..... ._ ... }-, 7L J,L. Jt Jc - J5 _. __ L n f1 - JT - I . K Accessories J1' n P R1 (2)J5 1_-, CJ2)JB1 -1 f H1 ITHO1"1950-or-ITT9.5 g J1... - J11 .: tr R 1 J 1 J4 .... - 1 - ... DX CONFORMS TO DESIGN CONCEPT 1 CONFORMS TO __. __.. }4::: _ .:.... __ �- 44 _. __ - . ri REVISIONS NOTEDSIGN CONCEPT WITH START a }:J1 &1 :::::: ❑NONCONFORMING-REVISE&RESUBMIT START sra a+l .-R.S e 1Ve ( E u . PN<N-. PRAMIN&N FRAMING r cr} 1 i. r n, ra,r r E T1 HERE N R11 I HERE .x: r 1 .Ib nrvuad.t w_,:L. l.-1.,.:,4, ;-1 x-r:r TA'ER THIS.,s r,,,..v1.G. O J-, II ® -I,- I I JBBB� _ ® i- J 1 By David R Burnett Date 10/6/14 n ,ry MILBRANDT ARCHITECTS WALL d BLOCKING -\ 7 WALL 4 BLOCKING fFtPORTANT..l ONLY FOR(A)PLAN. WALL LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION =OR(A)PLAN. FOR(A)PLAN GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PacdldtLumber LP6END: & TRUSSCOMPANY /'� :WHERE PLATE NAILING AT SHEARWALL ( H }--HANGER CALLOUT ES ABOVE EXCEEDS ONE ROW.PROVIDE ADD'L PLAN D4AB 11/2012 �.J !BLOCKING OR WIDER RIM MATERIAL AS SUPPORTING POST ?READ.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4AB 11/20I2 R -RIMBOARD © CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 LB -LVL BLOCKING ® CONFORMS TO DEEDS CONCEPT WITH DESIGN FIRM: MILBRANDT PL 1 2-2 1 1 REVISIONS PS SHOWN -OM-OLOLAIX:WS- JB -JOIST BLOCKING -JOIST GALLOUr NO!".•CCN:FCRMING-REVISE AND RESUBMI? g/YPDES/6NER: I :4 hS TEEN RT.11.T.D HAR.1 MBA 'C mam L "' 10 h ".as FSI r 1 e " KAMI BELYIOOD B -BEAM(FLUSH W/JOIST) Ea OFFICE CONTRACTOR rwgoJ 61AP EL ES S I' CF .FR.Irr C 'PI E :"4` F00 "FA " LAKE 0559905W EA9NROA9D1 095HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT EI _ 0V x: J 6*,1 VEInAp SIEa, (503)555-1563 Todd E.;sten ti:::West,13.2014 BOO-BEAM BY OTHERS ;,. DATE:10/26/12 SCALE: ,/4 1'-O' CT ENGINEERING INCA SHEET: 1 of 1 ❑X CONFORMS TO DESIGN CONCEPT MS TO 14" OPEN WEB JOIST @ 19.2" O.C. ❑ REVISIONS NOTED CONCEPT WITH = 0 NON-CONFORMING—REVISE&RESUBMIT w =.-+vs o - _ c.., t-s z Cs., THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CEPT ONLY AND DOES NOT THE -. - ~ =o - FABRK'.ATORA/ENDORNOF RESPON BILITY FOR CONFORMANCE WITH DES GN s ~a Q POLYGON NW DRAWINGS,SPECIFICAT?ONS,AND APPLICABLE CODES,ALL OF IMIICH HAVE EY1 Ei2oLL= THIS SHOP DRAWING ''w START FRAMING HERE A C11 Uw== o LLI > r +-� By PRIORITY deRDavid R Burnett Date 10/24/14 �I.,�_> ce ¢s o�� o RM7 46C F- a z woo= . - Md -- 332 UPPER MILBRANDT ARCHITECTS zszy> -- .. u.I ut ¢ "a"o J o PL14- c� O n "",E¢"' g 9/25/2014 CJ v Lu waF-tio C1 i z Z z Ce 'wo �o cF-, 0- ... U3 VI CD C:J s}-`OMo +_u w = z i•o a�� H Products ' • PlotID Length Product Plies Net Qty I-- I- ¢ Q U z F a RM1 51-00-00 1"x 14"APA Rim Board 1 1 AX 1✓) co cn u_ _ o o LU N CN (NI --4 c-i c '�C\I , LD .?to co RM1 30-00-00 1"x 14"APA Rim Board 1 1 z z <.,8...1g . z I•- I-- f- i-- ]E- I•-- ji-- :1i- 1-- 4- ;I•-- ` I- €- Ce ce o O = g o w ..u.. U- ,€L �IL u- AU D< Is. 'U u U RM1 22-00-00 1"x 14"APA Rim Board 1 2 Li-- "- ' 4"`-,=o s (� �' ` RM1 15-00-00 1"x 14"APA Rim Board 1 1 O O W Q =o ¢"' -6 } RM1 11-00-00 1"x 14"APA Rim Board 1 1 Cry F- =�. RM1 8-00-00 1"x 14"APA Rim Board 1 1 I C -1 m N - BK1 3-00-00 1"x 14"APA Rim Board 1 1 t'K` w' RM1 2-00-00 1"x 14"APA Rim Board 1 3 h-t':'' m g BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a GOy BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 BM4 22-00-00 7 X 16 BIG BEAM 1 1 j d a , BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 Q O 1-0. 00 RM1 4 BM5 ► ACCESSORIES QTY le Y Q TFI414 11 zujscn w m Z z N z 1x14 OSB RIM FOR SHEAR BLOCKING 24' Q�c21w T -'w o �, p „, ,._ i FLOOR LOADING to 1-- FTBK1 =BLOCKING ID Q F RM1 =RIM BOARD 40 LL z m b cn .. . ,�.. 15 DL «< 0 IT1 .., - v. REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1111 FTI BM2 POST TRANSFER BLOCKING =.mAND SHEAR BLOCKING REQUIREMENTS. R re: SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I-(3 -i FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA cim co FT3 $'I� JOIST WITH RIM NEZ• it' F T 1 ,. P umber FTac FT1 cc & TRUSS COMPANYel, t HT1 h.. , . FT4 BM1 RM1 AN 0 CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ® NON-CONFORMING-REVISE&RESUBMIT I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE > WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON NW FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS. SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE _ _ � - - 4BC PRIORITY OVER THIS SHOP DRAWING. By David R Burnett Date 10/24/14 ' BM4 _... __ !, I I PLI4-332 UPPER Yt . B R A E ARCHITECTS 9/25/2014 Products V k ki. ,, 1 PIotID Length Product Plies Net Qty o RM1 51-00-00 1"x 14"APA Rim Board 1 1 W = o LLQ H ,t) u I- . H, H H -, RM1 30-00-00 1"x 14"APA Rim Board 1 1 - <V C`ti ' _ F-sw• N , U. II LL ILA IL IL LLL LL} LL ILA LL LL; LL '--' F-cc.: O RMI 22-00-00 1"x 14"APA Rim Board 1 2 m o= W o r' ',, i RM1 15-00-00 1"x 14"APA Rim Board 1 1 = o - .¢< - RM1 11-00-00 1"x 14"APA Rim Board 1 1 cLLI is U _ RMI 8-00-00 1"x 14"APA Rim Board 1 1 1- © ,..,,,, z o cc o ac ' BK1 3-00-00 1"x 14"APA Rim Board 1 1 W w ¢ F ti RM1 2-00-00 1"x 14"APA Rim Board 1 3 z 'i' o z o o= U O Qom+ `�• " ¢• "• ' BM3 11-00-00 1.5 Rigid Lam LVL 1-3/4 x 14 1 1 c.,.) v g• H t-I BM1 10-00-00 1.5 Rigid Lam LVL 1-3/4 x 14 1 1 z o o• t, O BM2 4-00-00 1.5 Rigid Lam LVL 1 3/4 x 14 1 1 L S I =a Q C3' 4"im Kim 45 BM4 22-00-00 7 X 16 BIG BEAM 1 1 'i w ® ¢='co o• Z Cr � �, O � � BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 p p w o md�a - : ' 'V ' .g. k , w mom II f— t— d °C =w rnH ct - - -- g _ ._.. .- - — .` �_ itii t!3 Cn LIS BM5 RM1 1-01 00 ¢ G'3 U aC Q cO ..,,. FT1 It ACCESSORIES QTY 2 O o i;z a w 1-4 t.L , , Q�--,W=O CC 0 0 11 pLLJ �ooQ TFI414 F 1 L. © ITT14 2CC v z �-o�' LU ==Q = z — �_��� «.,.. FTI 1x14 OSB RIM FOR SHEAR BLOCKING 24' I� d, ,, Si 2 Q 1 I = Qw 7 0 .n. ,,;;.. „<::,>;e ,,,: .,u .. ,.a sir •,,,,.ra. .,.:: lei FT1 FLOOR LOADING E I— ce BK1= BLOCKING 40 LL W.-a ,.v.. ,_.� ,:- .:��-,,: _o.,,,.„.r• -:_ .Aa (0 RM1=RIM BOARD FTI aj 15 DL BM2 FT1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL ¢o I-w ' POST TRANSFER BLOCKING a M Q f ( AND SHEAR BLOCKING REQUIREMENTS. w V' z SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Rix ¢o o LY__ HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. z Lu Ilo ��OQ �i A " '"""' I',3.."" y ,. °; FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA z o 0 w SII z CO II — — ° woo �II 1111111111111111 1 ~ 1,F ,,,,, JOIST WITH RIM Fo : FT‘,..,n3 E FT1 AA PacilièLumber FT1 cc. FT1 CCD4.1 COMPANY FT1q. BM1 FT4 RM1