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Plans (51) ,' t SPI—O/6 -a0/69 1 ;ft 7 s SGv /72.__ LEGEND: ss SANITARY SEWER Pacific '1; I f 12-- 'T 1-1h� I _ J I — I ; r i 1 `^ I SD STORM DRAIN Community I, Design — — �-r- — w WATER LINE . \ ri ® • MANHOLE 12564 SW Main Street Tigard,OR 97223 s _ v,I a TRACT J a�- D4 as li ® o CATCH BASIN m 503-941-9484 19.00 20.00' ,l DATE: 1/11/2016 \ I 3.00' '� STREET LIGHT I1i/ O �. ss PUE REvisioNs � STRAW WATTLE PERIMETER No. DATE DESCRIPTION - - — EROSION CONTROL 251.4' \`� �O � -- ---- STREET SECTION, SEE ' �' I I I © CONSTRUCTION DOCUMENTS L I 1 I ` I I I I ��� 1�� GARAGE . < I VISION �� I I I I I CLEARANCEI I I , I I SETBACK SUMMARY TRIANGLE Io I i FRONT SETBACK: 12 I 3.00' • ' I I SIDE SETBACK: 3' PUE [Li J 3 83 SF I 'I I STREET SIDE SETBACK: 8' I , I *.00' REAR SETBACK: 3' ' I I BUILDING: 7B ' 54 I PORCH SETBACK 8'II FF= 253.89 ' VISION N 11.00' E 0CLEARANCE 1 �� I IID' a I TRIANGLE 1 O ' I �° I I --- _ —N J ; I I a '0 00 o J �II��I N fV I N N fV / f / N I o _ ••��� '•ir , '. I �' L L PORCHo��J LOT COVERAGE: o, ralll�1/I/Wit i!`, . .� 120.36 I / �S� �,��� ����.I y, I / LOT AREA: 3,583 SF — STORM LATERAL '/-if ltrill 16.09 / POLYGON AT W - A� SANITARY LATERAL !��l P�`I�:'.1' \\ \ / BUILDING FOOTPRINT: 1,309 SF I ' ��'�j��',�p��� 7-"T / WEST RIVER ��� • 254.2 4,144r�l� toNi.'1 a ��I j ,,�jy \ 6•� / COVERED PORCH: 203 SF TERRACE _ _ �14k /Al \ PUE I / O —\ I / CANTILEVER LIVING SPACE: 0 SF JId _ PLANT (1) STREET �� 26.6' N /' SS ----- TREE: 2" CAL. �**, V ' 254.0 l / Y46 2 COVERED PATIO: 0 SF 0 28 00' A GOLDENRAIN TREE I ,A& —`'� SIDEWALK �/ DECK AREA: 0 SF KOELREUTERIA `� WATER METER c6 a• PANICULATA LOT 53 SW 172ND AVENUE ØtJJ 11111' TOTAL COVERAGE: 1,512 SF PLOT PLAN °'C Ni s;��a W 42.2 % o I 2 0 f �� � IMPERVIOUS AREA: 1,384 SF O ° ` I E A L 4 O N ii: �'!�iiijIIlll�,.�,,hII N /1 .0 • G v 0 0) CITY OF TIGARD 0 .g 2 POLYGON NORTHWEST (503) 221-1920 Approved ky Planning PROJECT NO.: 395-029 o 2S 1 W6 Date: 1(� 7�/ T IPE: CONSTRUCTION Na �J !/1.6 SCALE REVIEWED BY: PRE 9 LOT 53 (R-7, STANDARD) Initials: , 10 co POLYGON AT WEST RIVER TERRACE Z 13675 SW 172ND AVE ,INCH=20 FEET • PPCIFlCWMBERCOPYRIGHT2012 ROSEBURG FRAMING SYSTEM- ...2 �••��.....d.e..t.r dually engineered wood products(0!10dOV15 builder- These '„'�'-+� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Comps 2012. ��� ,uo„e The plans may not be re-used or.:ople4 in whole or part,without written permission from Pacific Lumber RIG t u LAM LV L. R 1 G� R M �....M»d v:,,.v All I' Company,which retains copyrights to,and ownership of the plans.use of these plans by any other - SI1 ��,,,,, AIIIC - �- `"' 113 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or V ' aEL.I TO o.slcc.�a copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �ar6vaa FOREST PRODUCTS IroarsiE�PocarPaoaucrs \� T penalties of up to$20,000 per work Infringed,and S100,000 per work Infrinded willfully. ,It1,_....r, :...... ...„/� • ��.11111 RFPI Join ••••••• CONTRACTOR NOTES: PE5/6N NOTE'5: 1.0..yre,.w.,., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS =:.....:::=... ".* 2)ALL.FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM.BLOCKING N G PANELS TN BEARNG NULL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA N.rs. K7.5. (UNLESS NOTED OTHERWISE) OF L/4DO 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS psf DEAD LOAD $LEEP/N6 AREAS: 3Opsf LIVE LOAD 12psF DEAD LOAD I I C-- ROOF LOAP/N6: 25psf LIVE LOAD I 1psf DEAD LOAD / — R_1 -- J8. .... ',$_..... REVISED 5/17113 KM "1I JD Ja_-R1 PL 1 2-148(MAIN) o POLYGON BC - ..Ja-. Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth PATIO ........_. _-. ..._...04 ____ft.1 --___.....__ s R 1 0513 Rim 1 1/2 6 16 96 PATIO RFPI-20 1 3/4 1/2 4 16 64 i.. f = 1 3/4 1/2 10 26 260 J1 J2 RFF'I 20 IL1 3/41/22 26 56 _...__.,J4-. _- I I. J'I L, _RFP- t 3/4 1/2 5 228 1108 ( 20 �J _.. 1/2 JB} ..- J4 --- -._... _.-_.__. _.___--- --. _._ ... J6 RFPI-20 1 3/44 1/2 2 2 4 tr-7r 1] -- J4 7T-T !' J, Jt.-.... 1 JD RFPI-20 1 3/4 1/2 4 4 1 6 JB1 L 81 FCigidLam LVL 1 3/4 1/2 1.55 2 14 28 ,. -52 JB 1 t i J 52 RieidLem LVL 1 3/4 1/2 1.5E 1 8 8 -- --:J1 I JB1 BLK6 RFPI-20 1 3/4 1/2 _ 19 D 57 rIL- .__.._ �._... _____- JB2 BLKG 1.75 LVL 1 3/4 1/2 1.5E 2 3 6 J .. -----...-----._-. _.._.__�I ...---- _... U ... J2 -- - Accessories J2...... ...... ...::: h ry ....-....____.. .. J ......_ H1 ITH017950-or-ITTR.5 6 kk R1 r�f 0 1--' - - ----- J2 - -- --- --- K eF 11 - II- __ ._. Ri N. ry. . _..142„1..1.-- 3 .12 - __t J2— _ .. .... ._... fvi J2 - - - - - - - J2 k -- --- -- ---__. • t JJ3t J31 k- JB2 R1 IMPORTANT/ €13 .- REFERENOEINSTALL ATION GUIDE FOR ALL FRAMING id DETAILS AND I JOIST INFORMATION Iti I.__ ..__J} .,.__ ...__JB1 JB1 -J}.. ............. _.:_ R'i11 1 START �. START a� ber LEGEND: FRAMI 1 • 1 FRAMING & HERE i PORCH PORCH 1 HERE TR R U S S COMPANY a..HANGER CALLOUT I ® -SUPPORTING POST L J PLAN DESCRIPTION: 7BG ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT PLAN NUMBER: 7BG LB -LVL BLOCKING 0 CONFORMS TO DESIGN FT1k'ri}I PLAN DATED: 4/1 9/1 PL 1 2-14 8 REVISIONS AS SHOWN? L JB -JOIST BLOCKING ®COHiO91d9O°' "=9'="'T 0 NON-CONFORMING-Ri5E AND kESi1BM' J -JOIST CAI-LOUT eal I:Tn O11..NeneaeT WTI 1":r {wig ms==E__s:rea RE 50.S rawterm 1 s,00 sin a FERRYDEIJNO c �ROAe EWP DE5/6NER: 6 -BEAM(FLUSH W/JOIST) ❑PMI(INCOR.I ,.Na -UV.Mie� ER re MUM LIMP sar MC Da 1D kl1E1 7 TK LAKE OSWEGO.oReeON 9055 KAMI BELW OOD >k, ea.v wx To-"L'D.TL.!JY'.rl's.N PEDINE!iLT5 ra o5'mW EE CR DI (509)656-9669 MAIN FLOOR JOIST LAYOUT D:,`1555 <55.,5;. a.F Pam Wit DIIE11111 HDR -HEADER(BEAM BELOW JOIST) "' .; me Tess 115E415;.u:m. wr:,lres w1ll1'c m15:175d, TRUSS OFFICES eoArnuesoR r,,u� DATE: 7/29/12 mama 5974 5W.EAS ROAD I 550-BEAM BY OTHERS SCALE:1/4"-1'-0' .23”...1.14.0.. _ .�DIAS w: Tme t.DAga Este:senaeer 7D.l 15 LASE OsrC6O.OREGON 91095 I MILRRANDT ARCHITECTS CT ENGINEERING INC (509)656-96bs SHEET: 1 of 2 14'OPEN WEB JOIST @ 19.2"O.C. • POLYGON 7 AB(NEW) <MARTFIMAIMNPRE PUS-254 UPPER --- 5172015 . L. Products 9-06-0D ' ' "iiA , Pio193 Length Product Plies Net Qty RMt 46-00-00 1'x 14"APA Rim Board 1 1 1—_____ ____ k RIM 28-00-00 1"x 14'APA Rim Board 1 1 — ---- —_—_ _-_ - RM1 17-00-00 1"x 14'APA Rim Board 1 1 $g S 1•e :� RMI 14-00.00 1"x 14"APA Rim Board 1 1 r__ _ I RMI 10-00-00 1"x 14"APA Rim Board 1 1 ` € RMI 9-00-00 1'x 14"APA Rim Board 1 1 F RMI 7-00-00 V x 14"APA Rim Board 1 1 RMI 5-00-00 1"x 14'APA Rim Board 1 2 r RMI 3.00.00 1'x 14"APA Rim Board 1 1 "' L�: ti; __ o i BM1 22-00.00 51/2'x 191?Gluiam(1.8E 24F V4 DF/DF) 1 1 r 131(11400.00 1.5 RigidLam LVL 1-3M X 14 1 1 BK1 8-00-00 1.5 RigidLam LVL-1-3/4 x 14 1 1 F BM2 4-00-00 1.5 RIGIdl am LVL 1-314 x 14 1 1 r [ BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 MI E 1 6 c 1, s BM3 18-0000 5-1/2 X 14 BIG BEAM 1 1 iW M 3111 _Milli".M;I 1111111111,1111111r-- .,-. " - ��--- -.�.v.,-•-c I ALL BEAMS AND CONNECTORS PER ENGINEER I IN MEM _---..��...,.�.�._. ;Mji . Ic ACCESSORIES Cr( W'� F01: ,.�- ® TFI414 24 • Yr " Fila -•-i' Q TFL1714 1 r — ______ _ _ .�•' � , � 1x14 OSB RIM FOR SHEAR BLOCXING 3G .. ww : 0 HU412 13 Jet Mir t ar" _-1111111- I 66 MEW Ir = 1:..8::�`t�l 40 LL t t = IS a1 eal �. _ REFER TO STRUCTURAL PLAN FOR ADDITIONAL K.r =-- ____ FO6�T9-T POST TRANSFER BLOCKING t L AND SHEAR BLOCKING REQUIREMENTS. o SHEAR BLOCKING 1 F06 PLACEMENT PER STRUCTURAL PLAN CV :i 'g- _ FP6 =—_--- - I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I � i .� -. -_i V n _EMB _MEM I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ,_,_z...._ ,..,,,..�_ or,• r_ 1i OB 4 . L! _ F06.,a�-., paa..maaawux t� I t _.�_. =MU pw"ml.ww-mr"tILMow> Ill'TI • y I4r SAO a 0/111,411111. � HIt115551 Milian \i ------ 1-11111.71M11 ` � ■� F°9 c., COISORNSTo01S1@ICOtiCEr / \1/‘ \ / EMI Q ca>1owamnatatcotLCTrrvrml om? - - .. --- REVISIONS ASi4:1Y6 '_ 0 EN-CMFORRBiG-ANSEAIM MEM ma WARN NI IM ERIC=M RR=NEFINUM RIR 111 NTOMM f QI OIERN tP FM i SEMI NE DO NOT: tIFONINCF ITN IR NE naE AL Of EIM IS==MY 5.07-00 an NCI Ea ounr.=MC=Eau NUR Nt euea7. Loosen,remove,cut or notch r• E101 a" inwhe w.wi any part of the open web joist CT .:ENGINEERING INC P --4'1.'\------ rif-------..---- ' Pacifiattiliaber JOIST VMTH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET a TR LI-Ss COMPANY SHEET 2 OF 2