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Plans (4) l 7 `-iCe Set) 5'et-6,a c,. /i( - ©a:2Y/ LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN CoMinunit- -W WATER LINE Desiu.n 12564 SW Main Street 1 _ _I _J © • MANHOLE Tigard,OR 96723_L_____-,1_____ •— _I — - ■ CATCH BASIN m 503-941-9484 �s� as I + STREET LIGHT DATE: 12/16/2015 CD4 TRACT J 19.00' REVISIONS J 20.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 258.0 259.3 \ 3.00' EROSION CONTROL — 4.00' 34.0'd _ _ PUE STREET SECTION, SEE -1— `-1 © CONSTRUCTION DOCUMENTS I; I yIli I l i Y GARAGE, I I SETBACK SUMMARY Ill I I N I 11 I i N I IT 1 I c FRONT SETBACK: 12' I , II + I , `' SIDE SETBACK: 3' 1 I a I' ' r_____ 01 I I STREET SIDE :r e I/I I REAR SETBACK: 3' �', ♦� PORCH SETBACK: 8' I' li— t 3.50' — _ 11 4.50' 1 i� I 11 I 1 1 , 111 I I' 68 2 11i 67 I�' 66 II I I i 1 I I ' I ' 1-HR FIRE q 2,720 SF a I, I BUILDING: 7B L— 1 I RATED EAVES ,1i. FF=260.4 _ N __!�� I --- _--- --- 'S I _�__ I I LOT COVERAGE: t-- a _o� I I I II i III PORCH oi I I I I I LOT AREA: 2,720 SF 1 I — -6 - POLYGON AT _ 1 zo.00' O — 253 1 1+�,--� 14.56'_0_�4MIMP 25 ` [ PUE L - BUILDING FOOTPRINT: 1,309 SF WEST RIVER w _ `���1 �� =, /��- ,�; SIDEWALK COVERED PORCH: 203 SF TERRACE x H /�® `, �34.0'a a T. Q�, I - s .� , 3 -FIJI• ��i:_ li.i_nh.,...uuurxia.......__IIM_ � ° ° ` ��.►=' I&VA CANTILEVER LIVING SPACE: 0 SF -''��/ _ _ i���7M Iikt.PLANT (2) STREET 0 SF iiii��Wi---mor 11�•���e iii11��1,iii�i��ii1` '„ri TREE: T'CAL. JUNEA COVERED PATIO:N• iw— N `/ SNOW DOGWOOD/ iWATER METER v` �� CORNUS CONTROVERSA DECK AREA: 0 SFLOT 67 0. JUNE SNOWTOTAL COVERAGE: 1,512 SF co N /� 5D 5D ' SANITARY LATERAL S� PLOT PLAN L C 1 STORM LATERAL 36.00' 55.6 % D- r ct'i rr'+ j a, SS SW SABRINA AVENUE O I •ri S 55 IMPERVIOUS AREA: 1,860 SF .41Ai`. _ CITY C7 . GARD o _—'—_- i ��►�''■'._/_n ������ Approves , Planning y Date: &/9-h, POLYGON NORTHWEST (503) 221 -1920 Initials: LS3 6 C 2 V 1W6 PROJECT NO.: 395.029 TYPE: CONSTRUCTION , LOT 67 (R-7, STANDARD) SCALE REVIEWED BY: PRE ,0 20 POLYGON AT WEST RIVER TERRACE Z 13746 SW SABRINA AVE 1INCH=20 FEET Amin I '��.,==a == PACIFlC WMBER COPYRIGHT 21112 ROSEBURG FRAMING SYSTEM"' i Ea oar Au These plans and ttheb designs arc ccopyrightedledIn under Federal Law by Pacific Lumber Company 2012. qualify engineered wood products for 10dOv's builder- .....+ , �� rosrsn.o.�Asorc The plans may not be re-used or copied,in urhok or part,without written permbston from Pacific Lumber ,I' roeE.u.w.aaara Company,which netains cppyriglts to,and ownership of the plans.use of these plans by any other RIGID LAM LVL RIGI DRIM Aer..usawsxxxss 1 �, ,II�� nae esrw.e�rcx product supplier other than Pacific Lumber Company is strtcihy prohibited unauthorized use or r ' __ BEAM.ARe.wsLocss copying of these pians,Infringes rights under the Copyright Act-Infringes face liabilities that include aOJKat/ao fOa6T fQOp4CK eaaseus6 fOR6TFROiat]CiS > `� 4 anon ro no,us VE penalties of up to 520,000 per work infringed,and 5100.000 per work Infringed willfully. i, II!! lU 2016 '' RFPI-Jolsr % SII cacti (OiyF.0 Tlt,rr yh� .. 11'LLJI 1�' ul �"' )VERIFYALL FRAMING CONDITIONS THIS F FLOOR SYSTEM WAS v..- ti..-.... DESIGNED TO MEET OR + • w'�'."." 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RRf BLA0c1i6 PANELS NTH BEARN6AALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA N.rs. cars (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6• FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SLEEP/NG AREAS: 3Opsf LIVE LOAD I L 12psf DEAD LOAD ROOPLOAD/N67 25psf LIVE LOAD 19psf DEAD LOAD R1 R1 AEVSED WII13 ma R1 � :`` ..„:„.„„r1 PL 1 2-148(MAIN) POLYGON J8- Mrk* Material Width IBC Grade Qty Gut Lth Tot Lth ----- R1 OSB Rim 1 9 1/2 6 16 16 PATIO J1 RFPI-2o PATIO 1 3/4 9 1/2 4 16 64 1 :.._-.�/,¢--:-.__ .... _.....-.. .: ......_....._—__.. .__— - - J2 RFPI-20 1 3/4 9 1/2 10 26 , 260 I I F. RFPI-20 1 3/4 9 1/2 2 28 56 ._...... -14 RFPI-201 3/4 1 1/2 5 22 110 0 .114I If^ T J4---- --- ...... - ._ .. .. 4 -. I^7 JB Jb RFPI-20 1 3/4 9 1/2 2 2 4 1 4 1 1 2 1 15 15 .-°°di .... .... ... ::: �b JfE RFP1 I-20 1 9/4 9 1/2 4 4 16 J8 L - 1J5 -t` JB 1 -'- Jl - -J y J9 81 Rigidi-am LVL 1 3/4 9 1/2 1.5E 2 14 28 -... 83 - - ........ _.._. _.. -1131 "'f J 52 Ri4tdLam LVL 1 3/4 9 1/2 1.5E 1 8 8 ..........$3 (� -- - - JET B 1 BLK6 R '1-20 1 3/4 9 1/2 11 5 57 t JB2 BLKG175LVL 1 3/4 9 1/2 1.5E 2 3 6 O 0 Accessories _..............................:..........._._._..._......................_` -J2'.._............_..........._............_................_......_.__._..........._:: ii N .,__.........................._::;__ -::._...............___:J? _ ._._.........._............ .. H1 ITHR 011950-or- T9.5 6 - -. J2._ — R 1 0 N -T--- --- J?- ..__.......... ..... ......._ R1 ur i. — -- .. e _ JB 1 _ —..._ -------- J31_... — 6 JB 2 R1 1MPOR PANT/ --t — J 1 J --Si REFERENCE FOR ALL TFRAMING IN J:1 4 g DETAILS AND I-JOIST INFORMATION M1 _...._ _ d } --- -----J�31 JB 1 ..... II R 1 START /i START P2CA1 FRAMING I `r- FRAMING mbar LE6END:• HERE PORCH PORCH & T R U S-HERE 5 COMPANY �--� I /'H)—-HANGER CALI-OUT 1 J I L ® SUPPORTING POST J PLAN DESCRIPTION: "/BC ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN R -RIMBOARD / ® E LB -LVL BLOCKING / �tiFDRM-.'0 DESIGN Ck;EPT PLAN NUMBER: /BC J8 -JOIST BLOCKING ❑ ONFDRMS TO DESIGN CONOIPT WTIN PLAN DATED: 4/19/12 PL 1 2-14 8 REVISIONS AS SHOWN ®cO*wnelroEANCN=MCAT ❑.N�Y•CONF'Y,MIN6-PEJIS..110 RESJE,+1- -OYR LOCATAONB- - J -JOIST GALLOUT - ❑ ] wnvrtwm, RaiIooEtses ce my R E/'YP DES/6NER: B -BEAM(FLUSH WI JOIST) ImPEE BEV 3..AMw Aa SU`=''S5s F151AA:,'-°°' `- 151D0511 BOONES FERRY ROAD rroNmxra3rnure-EAVEECAESIrNArt MTh id Ffi56Y:gFT_P u5.3 i91 IA2S kr REVEi'E'`E LAKE OSWEGO,ORE60N 91095 52/5375160 a f_B'l 07100 . SMIS 022 07.1 11: KAMI$ELY'IOOD '''.'7,-'""'"',...,...717,N 10" (519)850-9669 MAIN FLOOR JOIST LAYOUT „.� 02:51511-A D'!'11�i15.0.1 r MOP A..122551t HDR -HEADER(BEAM BE10ri JOIST) ,°`g"°' '°'..“.y"a""�' caA rrs BYO COSIES. ,�,::d ssu�EOM x.cl�•u1:hr. nmssOFFICE Aeoemr4eroa r DATE: 7/23/12 880-BEAM BY OTHERS " " p .a A(1]/ss ay: Todd A.EON uta:S9Yetler]A.E315 5914539-JEAN ROAD SCALE 1/4'-1'-O' „MILiE NDT ARCHITECTS CT ENGINEERING INC LAKE OSINE)0.O1¢E60N910E5 (509)555-9665 SHEET: 1 of 2 i ., 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER S START FRAMING HERE 6172015 il Products PbtlD Len Product g� Plies Net Qty 9-06-00 s RMI 46-00-00 1"x 14"APA Rim Board 1 1 .4 1 RM1 28-00-00 1"x 14"APA Rim Board 1 1 a RM1 17-00-00 1"x 14"APA Rim Board 1 1 RMI 14-00-00 1"x 14"APA Rim Board 1 1 �— ,€ 0, .. .5 RM1 10-00-00 1"x14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14'APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 II d ga BM1 22-00-00 51/2"x 191/2"Glulam(x1.8E 24F-V4 DF/DF) 1 11 N N NN N N '80.8 N ON O N LL LL LL u_ u. u_ u_ u_ u_ LL u_ BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 — 1 -1310 71909@ I•B414- a 1€ ( I I t BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 _ o t !F. 1I r I ALL BEAMS AND CONNECTORS PER ENGINEER t1_, O FU3 II _.-:...F .� o ACCESSORIES QTY •-. F01 a 5 oTF1414 24 E .; -...w ........ , z 0 TFL1714 1 F04 N e1x14 05B RIM FOR SHEAR BLOCKING 30' ® guy l FW .�' O HU412 13 F09 )' F05 - F6..6_, IIS b- F06 ILam LOADING'BIC!"BLOQGNG FLOOR LOADING' 40 Li FO6 .__.......,._.,.I I ' RM1=RIM BOARD 5 DL F06 I Ig rt REFER TO STRUCTURAL PLAN FOR ADDITIONAL — F06 . r POST TRANSFER BLOCKING - -__---__ _ I I AND SHEAR BLOCKING REQUIREMENTS. F06 II SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I FO6 ._, _[?--I F 17 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F06 L?I F07 FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA MallIlli fa=soma TO MICR CONCUR 0 C61001011510 061(11,1C00.1.1.Wirll AW F06 N nISN.::::::: ..�+�.rDW "".E3112115 US F09 I; FOS MIIBRANDi ARCHITECTS El F09 ... �, .,w 1 „„ a CONFORM:TO DESIGN CAN'OPT f 0 CONFORMS TO DEIGN CONCEPT WITH II-I-`'- :1 oT ltil REVISIONS AS SHOWN 0 NON-CONFORMING-R.MSEANDREUIK h[lfiw...w.••.�•••: ICS CO MAIM RPS sa MOOED PM a!Ei.CCmpitCE - RRI! s5 Cu BES iR�CMS C M Eh,E DO NOT: M1' ET TIE!DESIMCR Dr PI 1S, E.'C S MUSS CR1 ICE 5-07-00 sole PHEW AS CFECI'ICETIIH'All 11,SIM Rh PRIlRITI i DM PIN MN(MGM. USTMC e MU sham,LL umueloe. Loosen,remove,cut or notch Ey ENGINEERING NE Da":°ire°'•so E915 any part of the open web joist C CT ENGINEERING INC I Pact fiatumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2