Loading...
Plans (180) /* S7-,,)-oSSJ � � l�sl � LEGEND: —ss SANITARY SEWER —s0 STORM DRAIN —w— WATER LINE TAX LOT: 1900 I2Tig sw Main meet O • MANHOLE Tigard,OR 97223 TAX MAP: 2S1 W06 ■ CATCH BASIN m 503 9ai-9a8a DATE: 12/82015 263.6 261.6 STREET LIGHT — — 50.01 REVISIONS — — — — — — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 8.00' EROSION CONTROL I > . PUE v STREET SECTION, SEE O I I ^ CONSTRUCTION DOCUMENTS .L 31.52' I I � I SETBACK SUMMARY DEC 3 0 2015 FRONT SETBACK: 12' CITY OF TIGARD ----------- - ------_ i I - .------ - I I �, ( SIDE SETBACK: 5' i3UILDI IC DIV I I I I STREET SIDE SETBACK: 10' ON REAR SETBACK: 15' a 5.00' I PORCH SETBACK: 8' ICO GARAGE SETBACK: 20' o I i 96 I ' PLANT (3) STREET 97 o I 4,944 SF I TREE: 2"CAL. BUILDING: 3413A I I YELLOWWOOD/ E I ' FF= 262.77 I CLADRASTIS o I I 11.00 I? ' I L ' LOT COVERAGE: I GARAGE I I I __ ____ I .j 3 LOT AREA: 4,944 SF I PORCH_ Iry '\i VISION I POLYGON AT C, I ----L j--------- I I I CLEARANCE a BUILDING FOOTPRINT: 1,469 SF WEST RIVER —6.00' I 25.00'_ J TRIANGLE w Lu C PUE f N COVERED PORCH: 88 SF TERRACE o, SIDEWALK I 19.00 �� I D CANTILEVER LIVING SPACE: 0 SF � 261.2 �. : Z N C, 36.0'/ DECK AREA: 114 SF p 259.7 a3 TOTAL COVERAGE: 1,671 SF 0 3'ROOT PATH o LOT 96 01 co WATER METER PLANT (1) STREET 33.8 % PLOT PLAN a� 5 Ss TREE: 2"CAL. IMPERVIOUS AREA: 2,270 SF L SW 175TH AVENUE KATSURA TREE/ 28.00' I SANITARY LATERAL Oe CERCIDIPHYLLUM c SD STORM LATERAL SD JAPONICA 0 d `o M p M b �' tibo CITY OF TIGARD C> I_ Approve, Planning �� . POLYGON NORTHWEST (503) 221-1920 Date: I of D; n i t i a f (� PROJECT NO.: 395-029 C, I2S1 W6 - CONSTRUCTION SCALE REVIEWED BY: PRE LOT 96 (R-7, LARGE) 10 D 0 POLYGON AT WEST RIVER TERRACE Z 13849 SW 175TH AVE 1 INCH=20 FEET PFlCWMBERCOPYRIGHT2Bt4 ROSEBURG FRAMING SYSTEM'" ACI air erVineered wood products for fodovt builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI LAM LVL RIGI DR I M- Gompnny,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or m ap Poaatir�oafrera row PI DR iouers copying of these plans,Infringes rights under Ne Copyright Act.Infringes face IiablliCieS that Include anon ro.osr.,eave. enalties of u to 670000 r work i up d and S 100000 er work if ace d willful) IST WNCONTRAG TOR NOTES: NO 11 VERIFY ALL FRAMING CONDITIONS HIS FLOOR SYSTEM WA A =w.....=....w )ALL FOOTINGS PER DESIGNER'S PLAN ESIGNED TO MEET OR (UNLESS NOTED OTHERWI5E) XGEED THE LIVE LOAD RFTf BLOC-6 PANELS WH SEARNS WALL ABOVE POST LOAD TRANSFER DETAIL )ALL BEAMS PER DESIGNER'S PLAN EFLECTION CRITERIA (VNLE55 NOTED OTHERWISE) F L/450 N.TS. N.T.S. USE CAUTION WHEN GUTTING FOR PLUMBING Opsf LIVE LOAD PROVIDE PROPER SUPPORT AT ALL 1 SHEARWALLS 2psf DEAD LOAD 51-4EPIN6 TH1.5 15 A PLA CEHENT PLAN ONLY. 50psf LIVE LOAD his layout 15 to be used in conjunction with 1 2psf DEAD LOAD rchitectural/Structural plans.Verify all hear wall blocking placement and connectors AD I I urchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO a out for to an con5tructiort 1 7 DEAD EAD LOAD I i I I I I I R1 R1 10._6. J2 J -I J2 I 1 3-3. 2.. _.. 13-3�.- �t1-- ••J2 J2I 10'-3 _. _ ` I RECEIVED J2- II I DEC 3 0 2015 ]7 J2: ... J2 ... __ .. ... ._ I I J2- .. J2 I l J2 I CITY OF TIGARD fI 77 'I I tI �1I BUILDING ('� rt i DIVISION� �'r ('�n' J61 J2 JB1 JL1 J2 JE91 BUILDING DIZdi+.�3i. N .._.. __......... J;2 __ 1 I1 J2 }.. l J2 1) .. ..... ..... J2 _. .... J2.. f '2 I� li J2 J2 J2 _ I PL 14-3 6 1 (MAIN) J2 �.. __ __ O O J2,. _.. .' _. POLYGON 3413 ABC)....... ..._ _..t{ .. ,� _ _ _ _ 11 _I _ Mrk• Material Wldth Depth Grade Qty Gut Lth Tot Lth _..._ _....f d J2 __. R 1 R 1 ; _ __ _I JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 _ ® e a.. J2 - - R1 05B Rim 1 9 1/2 9 1 6 144 ( O O Jr - "' _ E J 1 RFPI-20 1 3/4 9 1/2 1:2 14 166 ry ry 4 J2 RFPI-20 1 3/4 9 1/2 16 34 544 LL a J10 $.4 .. J3 RFPI-20 1 3/4 9 1/2 5 6 30 J4 RFPI-20 1 3/4 9 1/2 2 2 4 __ 11 - JS RFPI-20 1 3/4 9 1/2 1 32 32 -- J1---- n J1 - -__---- 51 Ri idLam LVL 1 3/4 9 1/2 1.5E 3 14 42 JI J1 B2 IBI&BEAM 3 1/2 9 1/2 2.1E 1 6 6 J1__ ._ ..... J1 _... Ac_essorles JI H1 THO17950-Or-ITT95 5 pp 1 J1 _-_ _......... ji _111 I J3 J3 11 J3 _ J3 I - J3 ..... .J3 I I I - IMPORTANT.r ® CONFORMS TO DESIGNCD'NC;pi REFERENCE INSTALLATION START START ❑ C"o(ipORMSTo DESIGN CONCRIVrTTH GUIDE FOR ALL FRAMING FRAMING FRAMING RE'fi510Y.SASSH•^,'.4N DETAILS AND I-JOIST INFORMATION PORCH HERE HERE PORCH ❑ NON-CONFORMING-REL•1SE AND RESUBMIT TMJ S W V01M NAS 9EEN XF•TEND F.Y.ftff'µl CVN AWYTf i!:TN Tc?E[M;:kV'El.:Cv A10 IX_S W'9E_IFv 'I£ FlBX G. NcNGCE.9 -5:.11 IF"T! vX C Y YAK.[I ; LEGEND: F9 uX S��: N �. F .:t �9• PacmUumber art T tea.:IRN(:XS. G T?..,^�.-nt_.rF...F'<1::Fb:'.a:. HO—-HANGER GALLOUT CT ENGINEERING INC am9.r x.m,e ® -SUPPORTING F-05T ❑ & TRUSS COMPANY ® -POST LOAD ABOVE X CONFORMS TO DESIGN CONCEPT R -RIMBOARD CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 1051 5 5W ALLEN BLVD BEAVERTON.OREGON 97005 (503)655-9663 LB -LVL BLOCKING JB -JOIST BLOCKING MAIN FLOOR J015T LAYOUT ❑NON-CONFORMING-REVISE&RESUBMIT PLAN DE5GRIPTION/NUMBER: 341 3 ABD THIS SHOP DRayC Has Reel: y ANDb roe c_NeFAL c RELIEVE m; CUSTOMER: POLYGON J -JOIST GALLOUT SCALE: i/4'- 1'-O' FYM r>E D`I.LEPT Wkr At:U bCON nor E VL He r FABRI.AI M.^!_h7.tR GF ftE3rK1ti9181Lfr!FYi COhFW'E 1Yk DESeIi PLAN DATED: 9/1 9/1 4 B -BEAM(FLUSH w/JOIST) DRAWS".SPECIFICATkW,MC a:UCA E WOES,aL'0F wycH.N VE HDR -HEADER(BEAM BELOW JOIST) Parr:: NT0.I+.1HSI.PDRAveNr.. DESIGNER: KAI- L HPNDERSON DATE: 10/21/14 BY David R Burnett Date 10/22114 BBO-BEAM BY OTHERS MILBRANDT A R C H I T E t T S PL 1 4-3 6 1 (MAIN) SHEET: 1 Of 2 WHERE PLATE NAILING AT SHEARWALL ® CONFORMS TO DESIGN CONCEPT ABOVE EXCEEDS ONE ROW,PROVIDE ❑ CONFORMS TO DESIGN CONCEPT WITH POLYGON ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONS AS SHOWN AS REQ'D.ELSE LAP SHEATHING PER 3413 A DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT PL14-359 UP THIS SHS DRAWING HAS BEEN REVIE7,EO FOR GENERAL CCNFC-M#e_NCE 14" OPEN WEB JOIST @ 19.2" O.C. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORjVENDOA O'RE SFC:NSIBILITY-0R C-5NFORMLANCE WITH THE 10/21/2014 DESIGN DRAWINGS ANO SPE IFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DILIENSIONS. By: Todd R. Eaton Date: October Products CT ENGINEERING INC Length Product Plies Net Qty START FRAMING HERE �� �� 0 0 6- 10-00 0 RM 1 41-00-00 1 x 14 APA Rim Board 1 1 O o o RM1 34-00-00 1" x 14"APA Rim Board 1 1 RM1 RM1 22-00-00 1" x 14"APA Rim Board 1 1 . _ RM1 13-00-00 1" x 14"APA Rim Board 1 1 RM1 8-00-00 1" x 14"APA Rim Board 1 1 1 "41 RM1 7-00-00 1" x 14"APA Rim Board 1 RECEIVED RM1 3-00-00 1"x 14"APA Rim Board 1 2 BK1 26-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DEC 3 0 2015 BM11 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,� BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 CITY C TIGAnD 0 CD 'o 0 0 o BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BUILDING DIVISION `L LL LL ``_ Li L` `L`"L` " `L " '� LL >L U_ LL �' BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 3 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 21-00-00 7 X 18 BIG BEAM 1 1 1 's-o BM3 21-00-00 BB01 1 1 3 k BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 ZEE - ' AO. BKl=BLOCKING K1 3-0.-14; �I B RMl=rum BOAR 77 RM1 ` ACCESSORIES QTY .� TH017140-2 33 III' © HUCQ1.81/11 4 I 11 (� LL miiiii ILL 1I I, m `� 1x14 OSB RIM FOR SHEAR BLOCKING 29' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Iii 'Iii :Lei LLL Lei o. U U ;rl cO co m o 0 0 -LLm v <r v II RM1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Lei Iii Lei MLL LOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERI IFLOOR LOADIN ®CONFORMS TO DESIGN CONCEPT M m 40 LL CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 15 DL NON-CONFORMING-REVISE&RESUBMIT II 1 11 I; HS 3NOP pPAW NG I A5 aFE4 RF'AEWFO FOR GENERAL COW ORMANCE WITH DESIGN CONCEPT OfIL" NIC DOES WT RELIEVE -HE FAaRIATORNENDOR OF RESPOYSZ;"Y FOR CON%:WANCE N N C_SIGN DRAWINGS.8'"CFICAPONu.AND APPLICAAE CODES,ALL OF WHICH PAVE PR:-OW: ^YEP THIS SOF[AAKIM. - . B BY David R Burnett Date 10/22/14 - - - - - M I L B R A N D T ARCHITECTS BM6 RM1 _14 1B JOIST WITH RIM BM3 RM1 BM6 { °F 9-03-00 4-03-00 v PacffiALumber & TRUSS COMPANY