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Plans (57) 5 120 1 1 ._ co "z--3 X1 9Fo ± i ®� •• •• • • • • •• • • • • •• •• • • • • • • ••• • • •• • • • • CT ENGINEERING • • • • • • • • • • • • • • 180Nicterson St.0 •• INC Suite 302 ••• i See$le,Vgit 98109,4 ••s 0 • 0041 • • • • • • • i •e: (20((285-4 o12(V) e • (2160-1618(F)••• • asolomon@ctengineering.com ••• ••• • • •• ••• • 0• •• •• •• •• • BULLETIN •• •.• • s • • • • s • ••• • • Date: April 6, 2016 Number: CT-02 Project#: 15238 Project Name: River Terrace SF Attached: None Subject: Lots 18 & 23—Patio Roof Truss Connection Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the `River Terrace Single-Family' project located in Tigard, Oregon. The patio roof trusses shall be attached to the home using a 2x6 ledger with (3) 0.131"x3" nails to each wall stud. This application applies to all of the plan types in the River Terrace single-family development. 0,p PRo f , I N F�,`� `- x;60tta' 16, ,• , 441-L14' REG0Nk t'S -F. CO 04/06/2016 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: April 6, 2016 Distribution: Contact Information: Chris Walther Polygon Northwest Company Maggie Gordon Polygon Northwest Company Rick Tolleshauq Milbrandt Architects Alexia Fukui Milbrandt Architects R:115238 River TerracelBulletins115238_2016.04.06_CT02_Lots 18&23(Patio Roof Truss Connection).doc Structural Engineers II._ • •• •• •• • • • • •• e • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • ; :arr__.x.a,w • • • • • • • • • • ......_.:..,,,,. • • • • • • • •• ® ttl 1 1[I • •f • • • ••• M ,( • •• •• • • • • •• • ' • • • • • •• • • • • • 5 • •MiTek InA, Inco • 250 Klug Circle ••• ••Qororf,CA.S08: :4°. •951i245g)-9525• • • • • • • ••• •!D9 R• • • • • • • • • • • • • • ••• • A • • • •• Re: NRT LOT 23 PATIO COVER The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K1815510 thru K181551 I My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 4RoF4-sS �� ANG 1 N SFR /�� 89200PE �r �'. OREGON �1� <O 1 14 V�Q4 RRIO- j� r .:, ,...yeenafel.V_.____ March 16,2016 Baxter,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. •• s • • • •• •• •• • • 0 • • • • • • • • • • • • • • • • • a •• •• • • • • • • •• 0 • ••• • • • • • • • 0 • • •• • • a • • • • ••• a • • 6 e • err a • •• • • • a • fl • • • • ••• • • • • •• • ••• a a • • • a •• a • • ••• •• ••• • • •9 •• • • ••• ••• a a • se as • a • 0 ' 00 • * • • • 6 5 as •aa ewe • • a a • • • • • • • • 6955 ea • ••• • Th i s des,gm p re pa red 0 torn comp,te r i:1,1...1,4 Parc i 1 ic Lembe r anct Tr,s s-DC Ltra.EEA SPECI FICATIONS TRUSS SPAN a 2'- 10.0" IBC 2022 FR,MEMBER FORCES 4514/DL/F4C,i.155 TC: 2.4 KDER 0 a eFITR LOAD'a/RATION 1NCREARE- 1.15 1-2=1 5) 29 2-6=1-224) 1074 6-3=1 0) 293 2C, lx,SELF tal,DTR SPACED 2,.0r/0,.0-. 2 3 I 1163) 15S 6-7=t-2301 0,06 1/97 BS: 23:4 39D449-ST,ND 5-4=1 -82) 74 7-4=1 -105) 10.1 1.07-‘13i NG 4-5=I -9) 2 TC LATERAL SUPPORT,r= 12"0C. 14,1. 9, 2.4),,0)))09,/ 10.0-) ON TOP CHORD= 35.0 PSF DC LATERAL SUPPOST e- 12"0.0. UON. DL Cir BOTTOM CEORD a 10.Cr PEE TOTA,LOAD= 45.0 PSF BEARING MU REST tildir,11052 DOS REQUIRED DRS 55E9. OVERP/9943S t 12.0" LC/CATIONS REACTIONS REACT1OHS 5/12E SO.IN. 1 SPECIES I LL=2,PSF Ground Snow I Pg 12'- 15.G" -74/ 5635 0/ 05 5.50" 0.93 NEDF ( 425) LIMITED STOP,.DOES NOT APPLY DUE TO T.SP1,01,1 REQUIRENE,TS OE'IBC.2C,12 F., 1RC.3012 NOT BEIIIG 9.11,. E'OTTOM CHORD CHECKED FOR 1 0 PSI'EA VE I.C/A14. TOP [COND. 2: Des i gr.ch=c ked f 0 r net(-5 ps r/ '3244,a, 2', "9,sPacl".4.• I AHD BOTTOM CHORD LIVE LOADS ACT HOH-CCNCURRENTLY. VERTICAL DEFLECTIC,LIMITS: 1,4,4240, TL=L[140 514,31 00 FEEL= 0.002" 8 -1'-/ 5.0" Ailowkd= 0.100" TL CREEP DE141,a-0.003" 4 -1'- 5.0" Al lowed= 0.133" kit,LL FEEL=-0.004" 4 0.- 11.5" Ai lok.red= 0.595" MAN Ti.CREEP DEli.=-0.075" 4 5'- 11.5" 511.3,510= MAN LL DEE,= 0.005" 4 0'- .5.0" Allowed= 0.012" MAI:HOR 12. T1,DEEL= 0.016"4 12'- 4.5" 7-01-04 5-08-12 Design conforms co main ikurrdiorce-rososting . / 12 Mind: 190 Intri), h=2C..E ft, TCDL,..0,L4CD1.=6.0, ASCE 7-10, 3,SO .1,..=-= M-1.5x3 (All Heights), Enclosed, Cat.2, Exp.B, hitr9ERS(Dit/r load du ra t i oh 1 at tor=1.)3, _.---------p..-1- _., End ve r r ice!(s) are exposed to wind, Trttss cies i aced for wind loads --------- --eJ. -- __--- in Lhe plane oi the Lrnss only. ----- — _---- ____------ _--- M-3x4 ----- ----- _----- ----- ,j------- _------ ,o ------ ,--1-.. -- --------------- -----"l --------_____,-1:_-_• _ --- ----. o ------ ----- -----_____ -------..._ m ---__ ---- ------------- , 2 _.----- ------___ ---------- L a— 0 -- --,/ - = [ —, o M-3x4 M-1.5x3 M-3x4 6-11-08 5-10-08 I. )' ,D PROFe 1-00 12-10 0-01-08 ••<<e\l'- - So Q,9 0 4, -7 cc' 89200PE r • JOB NAME: NRT LOT 23 PATIO COVER — P2 —4,,a40.1r0,.........„... .---.4.e Scale. 0.4073 ail CC WARNINGS: GENERAL NOTES, unless otherwise noted: 1.Builder a.erection contractor should be aoNised of all General Notes 1.This design is based only upon the parameters shown a.is for an individual 74. 4,OREGON 4../ Truss P2 and Warnings before construction commences bunding component Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. 2.2,compression web.cing must be installed where shown.. <0 :P" 14 2-6\ + 2 Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing to insure stability dudng constructon 2.o c and at 1(7 o c.respectNely unless braced throughout their length by 7 ...LI?, is the responsibility of the erector.Addibonal permanent bracing of continuous sheathing such as plwrood shearning(TC,and/or drywalft8C, 'friFi R ILA-'9 DATE: 2/1E/2016 3.2x Impact bridging or lateral bracing required where shown x• SEQ.. K1815510 4.No load should be applied to any component until after all bracing a. 4.Installation of truss is the responsibility of Ina respectNe contractor. tasmners are complete and at no nine should any loads greater man 5 Design assumes Inns.are to be used in a non-corrosive en,ronment, and are for"dry condition'.of use. TRANS ID: LINK design loads be a pplied to any component 6 Design assumes.11 bearing at all SUPPO.shown.Shim or wedge 6 EXPIRES: 12/31/2017 5 CompuTrus haS no control over a.assumes no responsblity for the necessary. fabrication.handling shipment a.installation of components 7_Design assumes adequate drainage is provided March 16,2016 6.This design is furnished sugect to the bmitabons set forth by 6.PLates shall be bcated on both faces of truss,and placed so their center IFINVICA in BC,copies of which will be furnished upon recuest lines coincide,.joint center lines 9 Digits indicate size of plate in inches MiTek USA,Inc./CompuTrus Software 7.6.7(11j-E i0.For basic connector prate design vaiues see ESR-1311,ESR-14881MiTek) t •• •• I. • • • • •• • • • • • • • 0 • • • • • • • • •• •• • • • • • • •I• • • •• • • • • • • • • • • • • • • • • • • • • • •• • e • • • ••• • • • •• • 8 •• • • • 000 • • • • • • • s 6 goo I •5 • o • re 3• • • 0 0 • • •1110 •• ••• • ••• ••• • • •• •• • 0 8 • II • 0 • • • • 0 0 • • • • 0 • • I 0•0 ••• •• • • • • • • • • • 11 • • • •00 • • 5 • • •• This design prepaced :rem computer input by Pacific 1,,mber a.Trus,-DC LU1.SER SPECIFICATIONS IBC POI, 1.,k,MENDER MRCES 4VTRiDDI/Cq=1.00 TC: 2,4 KDDF 014H2R LOAD DUE,,IC,INCREASE- 1.15 1_2e, N 29 2-6=1-224) 1074 6-3=1 0) 2142 BC: 2,4 KDDF 0142TR 2-3-1-1163) 158 0-7=1-220/ 1066 3-7=(-1 1T.,i) 200 kED.S: 2,1 KDDF STAND 3-4=1 -82) 74 7-4=( -180) 104 LOADING 4-5=1 -9) 2 TC LATERAL SUPPORT o= 12.02. 6011. 1,1,1 25.0).DL t 10.0) 2/I TOP CHORD= 35.0 PSI BC LATE.,SUPPORT<-- 12"0C. 4101.1. L'1. ON POTTOI,CHORD- 10.0 PSF TOTAL LOAD- 45.0 PSF DEARING HP,VERT kll,HORZ 3RO REWIRED 01C P.REA 01TERI-Y-14GS: 12.0" :.n" LOCATIONS REA,TIONS REACTIONS SI. SP.l.IN. (SPE,ES1 LL=25 ESE Gro3:0d Snow (PO 0'- 0.0" -100/ /,,', -42/ 12514 0.50" 1.13 FDDF ( 625) 12'-10.0" -P4i 5837 0/ OH 5.50" 0.93 100/ i 6251 LIMITED STOF,AGE DOES NOT APPLY E4JE TO THE SPATIAL M-1.5x4 or equal at ncel-structuval REWIREkENTS C,IP,'2012 AND IRC 2012 NOT BEING ft,T. vertical members (uon). BOTTC,1 CHORD Cl1ECKED FOR lOPSI LIVE LOAD. TOP ICOND. 2, Design checked for VE net(-0 psf) uplift at 24 .oc spacing. I For hanger specs. -See approved plans AND BOTTC.CHORD LILOADS ACT NON-CONCPORRENTLY. 1/10//CAL DEFLECTION LIMITS: LL,./240, TL=L/180 LL 0//FL= 0.002.@ -1'- 0.0. Allowed= 0.100. Pli,TL CREEP DE,=-0.00,.@ -1'- 0.0. Allowed- 0.133. ,Ya LL DEFL=-0.034.@ 6'-11.5. Allowed- 0.5/6. P1A14 TL CREEP PEI,=-0.075.@ 6'-11.5. Allowed= 0.794. l'IP.Y.LL DEFL= 0.000.@ 0'- 0.0. Allowed= 0.013. • ,,,T1,CREEP DEIL= 0.000.@ 0.- 0.0. Allc,,d= 0.017. 1,1,1 HORIP. LL DEFL= 0.00,.@ 12.- 4.5. PAX HO012. Ti.DEEL= 0.016"@ 12'- 4., 7-01-04 5-08-12 Design conforms to main windforce-resistirld 12 sysvem and compoh,EriTs and cladding crcteria. Wind: 110 mph, h=20.,2f0, TCDL--6.0,BCDL=6.0, ASCE 7-10, M-1.553 (Ail Heighks1, Enclosed, Cat.2, Exp.B, NWIRS(Dir), load duration factor-1.6, M-355i . 5 End .015/04/141 are e.pos4133440/to wind, Truss designedfor wind loads in the plane of the truss only. M-355 M-1.554________- M-354 ---- _-----T____----- ___---vl Truss designed/4.7 4/2 outloce,ek 2,4 le,-ins M-345 1 ------- „--- _----r ,, of the same sac,an,,grace as serkce,val top hord. 1,,ul,tig'nt fi, at qacli end ofT I37-34. --------,n-e:,--- ---------- qd OukIookers must he cut with cal,and are M-1554 . permissible at inlet board areas only.. ---------- _------ ----_ r, -------- 41 -___. M-355 _---- --, ___------- -------- ------- ____----- , a----- - ____ -----_____ ,--,f-- ---__ / ------ ' LI -!, I 2'l 17 - 6 „ 7 4. M-3s4 M-1.5s3 M-354 :' 6-11-08 5-10-08 1-00 12-10 0-01-08 Co \AG I NE6- /0 ct- :9200P r- Mg!te0°P- JOB NAME: NRT LOT 23 PATIO COVER - P1 Scale: 0-5941e -''' • 4011IP- ' WARNINGS, GENERAL NOTES, unless othehuise noted, 411 (r 1.Builder and erection contractor should.advised of all General Notes 1.This design is based only upon the parameters shervai and is tor an indMdual OREGON ,ü 65 Truss: P1 and Warnings before construction commences building component.Applicabtlite of deOgn ParameletS and PoPe. 12, 4.,..„ A...1'k A. incorporation of component is the 14<0 responsibility of the bueding designer. 44" `2P 2..4 compression web bracing must be installed where shown.. 2.Design assumes tne lop and.ttorn chords to be laterally braced at 3.Adddonal temporary bracing to insure Valrility dunng con.ruct. 2.o.c.and at 10 ac.respectively unless braced throughout their length hy ., 0, is the responsibilrty of the erector.Additional permanent bracing of continuous sheath,such as plywood sheathingtTC,andor drywall(BC). ill 'iRFI I UV-. DATE: 3/16/2016 the overall struMure is the responsibitrty of the building designer. 3 2x Impact[ridging or lateral bracing required where snown•• SEQ.: K1815511 4.No.d should be applied to any component until after all bracing and 4 Installation of truss is the response.?of the respectrze contractor. fasteners are comPete and at no time should any loads greater than 5 Design assumes Pusses are to be us.in a non-corrosive environment, TRANS ID: LINK design loads be applied to any component and are for"dry condition.of use. 6 Design assumes full bearing at all supports shown Shim or wedge 0 5.CompuTrus has no control over a.assumes no responsibilhy for the EXPIRES: 12/31/2017 11.055, fabroation,handling,shipment and installation of components. 7.Design assumes adequate drainage is provide,. March 16,2016 6 This design is turnished subject to the limitations set forth by 8.Plates shall be located on both feces ol truss,and placed so their center TRAZJTCA in EICSI.coPes ol which win be furnished upon request lines coincide izath joint center lines. 9.Digits indicate size of plate in inches Miele USA,Inc./CompuTrus Software 7,6.7(10-E :414,b65:4conn.tor plate design values see ESR-1311,ESR-1988(MiTekt Symbols HL9mberong Sy em A GGen ,.. veD SaMy Niles PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 14 /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury EDimensions are in ft-in-sixteenths. I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. • TOP CHORDS 2. Truss al 0;I/16" wide trussbracing spacingmust,be individual lateraldesignedby braces n themselvesengineer.For 0 WEBS 4 may require bracing,or alternative Tor I _ 0 •-� O ., p bracing should be considered. _ 3. Never exceed the design loading shown and never U = stack materials on inadequately braced trusses. II O o_ C7-8 C6-7 C5-6 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0 'lid from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that 0 0 0 0 0 0 SYP represents values as published specified. 0 0 0 0 0 it 0••0 Indicated by symbol shown and/or by AWC in the 2005/2012 NDS o.0 0 by Attie bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at 0 0 0 0 0 0 ..0 0 0 ouf ut. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. o . o o m if irtclicate61. 0 0 0 0 0 0 0 0 0 0 14.Bottom chords require lateral bracing at 10 ft.spacing, o°000 0 0 0 0 0 or less,if no ceiling is installed,unless otherwise noted. O BEARING° 0000 0 0 0 00 0 0 0 15.Connections not shown are the responsibility of others.° p000 I0000 Indice °satlocation where bearings00 0. 16.Do not cut or alter truss member or plate without prior , `�`l o (stt`S')°occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. O• � .�I*4.° reael n ection indicates joint nu51 }"fere bearings occur. 17.Install and load vertically unless indicated otherwise. 0000+ o I II I MiP�Os' shown is for crushing only. 00000 -... n j° 18.Use of green or treated lumber may pose unacceptable ° �..' environmental,health or performance risks.Consult with �.0000 a0°aoo 0 0 ° ° project engineer before use. o Industry Standards: 0 0 0 0 monnim ammo 0 0 0 00 cANSI/TP$1:0°l98tional Design Specification for Metal 19.Review all portions of this design(front,back,words o 0 0 o Plate Connected Wood Truss Construction. AVM 1 and pictures)before use.Reviewing pictures alone 0 0 0 0 is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with M Guide to Good Practice for Handling, 9 ANSI/TPI 1 QualityCriteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013 -- .. ....... �..... ,.,,,, ' \ z. FERRY ROAfl 111- ��,, LEGEND. LS ER L . SW SOHO r` ss-.__-_ SANITARY SEWER Pact.,ic - - - .�.- - CO3 �LZLL111 \` . = `� -S')---- STORM DRAIN CITY OF TIGARD PLANT (1) STREET ! , _ , -- 1I S fl7 -- �n,; TREE: 2" CAL. `\ — - ,.,•',--;,- ,,, ,,,,,,,..:._,._1:-.,_,,,,-!, .. d — E v � � WATER LIN �� `' nln� KATSURA TREE/ ____ �: \ 12564 SW Main Street Approve by Ia �` Y MANHOLE Tigard,OR 97223 1 " [T]503-941-9484 CERCIDIPHYLLUM '!-----`----11,-- Date a _ —v u t ATE. 1/25/2016 �- � JAPONICA I. CATCH BASIN ,l i �m STREET LIGHT Initials: -- , -_ 313.9 315 \ ri 40 0 � — REVISIONS —`-- — --- — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION r\ ._,1:-- -----!:-/ --- �� r�~ _4__,---_,•_—__----- f �� EROSION CONTROL t. ( --- - -.� 1 14 - _ - --- STREET SECTION, SEE �� `_1r --- 1- g 1— ___312-="=19.82' III -_ .------"- 8 00 - CONSTRUCTION DOCUMENTS ___________,.___.-- f-i- 27.32'-' PUE _j--- 310 _ _--- ----, 1 ____ ______ 1 r _ _ -_- 308 ro--- .. o, ro .. 01 -- o I I , SETBACK SUMMARY . . I I I I 1 r. L I L J �-1 IA,, -�— FRONT SETBACK: 12' I I ,i \ r I 1 SIDE SETBACK: 5' 1 — � 1 I,; \; ; STREET SIDE SETBACK: 10' �' r I I REAR SETBACK: 15' 1 142 : •,, 143 �., -4--- 3.00' 1 I I 3,00' .P i;.."- 3,642 SF I �� PORCH SETBACK: 8' ti 1 � 142 Ir BUILDING: 3413DR 144 GARAGE SETBACK 20 1 E II I F c FF= 307.0 e I ..... ... x:: o 1 1 1 ,e ., r I 1 1 1 I.; \ �1-HR FIRE ;s o ill i IO r I I RATED EAVES �1 {ter : N I e GARAGE r I i// ph �..1 1-HR FIRE 1 I '\\1 I �� RATED EAVES I ! r �-lei , \ LOT COVERAGE: v ,, \ I X I I \r __�__=, I` . PORCH 11''� \� 1 t LOT AREA: 3,642 ,_ I N �� II•'2----- I _ — s RIVER .. _ � I �_6 a0' = I \ 1 20.00' -..._...-.J- PU E I ._17.16' --- \ , BUILDING FOOTPRINT: 1,469 SF ____I I .— — $ — —(13.04'- - - - - - — , — TERRACE — -- ----:04.3 f I _ COVERED PORCH: 114 SF ri ` _ — —:$01111POIAMIRO! 4111Z:04., —__._ _ — __ — NORTHWEST j _..____. ..----;\--17, -----\ ''''''/ I — /.... —I_ - ' \ r\- CANTILEVER LIVING SPACE: 0 SF O r._ \ v, 1 _- �; """. 3(15.4 co PLANT (1) STREET "____ 11 O v, ,_ _--- -___� - r - COVEREDPATIO: 114SF Lo TREE• 2" CALm's . _ __ . _- , - �, %-SIDEWALK - � P KATSURA TREE/ SANITARY LATERAL �, / .`x 7-, ,, _______.__ -- s—_ WATER METER DECK AREA: 0 SF CERCIDIPHYLLUM _ `\.— - U I i ;" c% JAPONICA - o I LOT 143 TOTAL COVERAGE: 1 697 SF �' 28.00' PLOT PLA: STORM LATERAL I N 1 I — C15, 46.6 I S _ N _ _ SW FOREST HOLLOW STREET = — IMPERVIOUS AREA: 2,206 SF __.4,,,,f._..1_•-------- p- "- 1 � � � i� ii ® FI E COIT ,1_,,,_,1.--,--7-2- ---'------ i i 1, r , _ 3 o 1 ‘ ,/,„-. ----- --- .---,--r--- - d i 1,--,-X , `-,s,\--- 1 ,<, \ 1__:_-_...r.......----77- - \ i , , 2 RIVER TERRACE NORTHWEST (503) 221 -1920JI`� ,,N D PROJECT NO_: 395-037 O � 5 O3 2 S 1 W V t i� c�� ° TYPE: CONSTRUCTION NN N-co SCALE REVIEWED BY: PRE LOT 143 (R-7, MEDIUM) porov d Plans 10 0 RIVER TERRACE NORTHWESTD.,+ b _M tl��' 17419 SW FOREST HOLLOW STREET 1INCH=20 FEET Q APR 3 2017 E CITY OF TIG BUILDING DIVVSr8N 6X6 6X6 r 1 6x12 HDR v W U cn O E 1— .t. CN LL O Frsp — O QI /8\ P3 S1.2 /4\ /STHD14 1 P3 9.0/ P3 100.11 STHI14 2x LEDGER 4X10 HDR (2)2X1 H�,I Q ■I►: 0 s D 4 ��m R�®e' i a ®i _,,,,,,,,,, ,71._ ,,s,\ ___ _ II. ''--17--' _ _ 1 (2)KING ST1JD. jl ' — ----�—} $ I I W/ TRIM SITU II q i t I S I I Ie I I EACH SIDE MI I�—= ---�1 I I l )I 5'^l c -- — MAIN LEVEL SHEAR. WALLS P14 34I 3 ' UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r 1 -o- -, o- w L.„, Patioc,zo 3,4:-0" 7'-10" 7'-11%2" D „ ).-co 4'-9" I I uj 1 t ( EE T6-0 5-1-0 F 2-65 b SH 6-00-0 SL 12 a.� I I D2 i 93 ri ' ' 3 -4' 13 MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT 83/4' 63/4' e ,, I 6x6 PT PO T ..6x6 PT POST r---j 16 --\\ THICKENED I __ D2 SLAB EDGE L 1 a_ Li Li 0 3%" CONC. SLAB 7 X10\ —0 -5wawit6./ CDSTHDl4 (I— / 8\1.2/ wi CP3) v��i 0 � N ,` ;- - _STHD1 A',.; r__ STH_ D14 _ — ' ---------- - I - \ 1 -'''' '`" \I- .., _, :c.? ------ - F\ \ \ it -- f 3&4 --4- 3 f I —113/47' D 1 6 w Lc-- IY" 1 Q . I I I "Ian 3413 k FOUNDATION PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'—0„ PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 A®10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.