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Plans LEGEND: —ss SANITARY SEWER —SD STORM DRAIN —w— WATER LINE 12564 SW Main Street TAX LOT: 1900 O • MANHOLE Tigard,OR 97223 (T]503-941-9484 TAX MAP: 2S1 W06 ■ CATCH BASIN 265.4--\ DATE: +2i8i20+5 263.6 � STREET LIGHT 50.0' REVISIONS o STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL I —a O STREET SECTION, SEE T CITY OF TICARD ° RECEIVED CONSTRUCTION DOCUMENTS 35.14' I I I Approved by Piannirl� I Date: 3 5 f I I SETBACK SUMMARY DEC 3 0 2015 I I Initials: L-� FRONT SETBACK: 12' CITY OF j"iCA�D _______ I - ------ ------- I I SIDE SETBACK: 5' I 1 DILL ING DIVISION I I � I I STREET SIDE SETBACK: 10' ' I REAR SETBACK: 15' 5.00' PORCH SETBACK: 8' I I GARAGE SETBACK: 20' Li TAX LOT: 3100 o i 97 i I o TAX MAP: 2S1 W06 i 5,022 SF i I o i 96 BUILDING: 5AR E ; FF= 262.77 I 1 I LOT COVERAGE: ' `^ GARAGE I I I _______ I LOT AREA: 5,022 SF I i II� .. POLYGON AT 15 a 5.01' -_ _ PORCH------ --- BUILDING FOOTPRINT: 1,814 SF 261.2 I F WEST RIVER _ 6.00' C — — 20.00' I — UE — /� COVERED PORCH: 52 SF N C 18.00'_ —15.21'— —' TERRACE— — 3 i CANTILEVER LIVING SPACE: 40 SF WATER METERrA 50.0' DECK AREA: 219 SF °- 264.3 O � 0 T ROOT PATH TOTAL COVERAGE: 2,125 SF � LOT 97 42 SIDEWALK '3 % PLOT PLAN N s S SS IMPERVIOUS AREA: 2,647 SF 00SW 175TH AVENUE PLANT (2) STREET SANITARY LATERAL 28.00' TREE: 2"CAL. SD SD A SD STORM LATERAL KATSURA TREE/ o �,,, _ CERCIDIPHYLLUM M 05 JAPONICA ti U v o i m c POLYGON NORTHWEST (503) 221-1920 0 PROJECT NO.: 395-029 2S1W6 TYPE CON5TRUCTIaN SCALE REVIEWED BY: PRE 01 LOT 97 (R-7, LARGE) , co POLYGON AT WEST RIVER TERRACE a1 INCH=20 FEET Z 13835 SW 175TH AVE W �• ;a PACIFlC WMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"' quality 6IVIf1N8t@d WOOd product for tOCOVYS bU+YJBI These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ' The plans may not be re-used or wple4 In whole or part.without written permission from Pacific Lumber C pang,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI D LAm �V L REGI DRI m product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or AOfFiUURY PO mpmopa e00W9 WW A31ff rlvOottCtt copying of these plans,infringes rights under the Copyright It.Infringes face Ilabllitles that illude eeaon TO ro�1.sove. Penalties of u to 620000 per Work Infringed.and S 100000par work Infrin ed willfullm. RFPI-JO.I§T lL7a /Oa[q P➢p GONTRAGTOIC NOTE'.A ,. 17 VERIFY ALL FRAMING CONDITIONS FF OOR SYSTEM WA •T+-.p...,.e. )ALL FOOTINGS PER DESIGNER'S PLAN ED TO MEET OR MAIN FLOOR (UNLESS NOTED OTHERWISE) THE LIVE LOAD RRfaLOLKN6rANl15 NRH 511 KN&MALL ASOV r05T LOAD TKANSPG1c DCTAIL 5GALE: 1/4'- 1'-O' J ALL BEAMS PER DESIGNER'S PLAN 50 N CRITERIA (UNLESS NOTED OTHERWISE))USE CAUTION WHEN GUTTING FOR PLUMBING IVE LOAD PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS ThOISA PLAG--MENTPLANONLY. 50psf LIVE LOAD his layout is to be used in conjunction with 12psf DEAD LOAD START START rchitectural/5tructural plans.Verify all hear wall blocking placement and connectors FRAMING FRAMING urchaser responsible for approving this 2 5PSf LIVE LOAD PATIOI /HERE HERE PATIO a out prior to anij construction. 1'7osf0EADLOA0 is J1 RLECE`VD J5 II _ _ I1 J1 J1 II ll J5 DEC 3 0 2015 ... .__ J5- i9 -__ ..._ __. t _ J7..._.. ...._ __ J.1. J5 _.... I! --... _. ..... i - __. __. __...... 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J1 __. -31- --J PORCH PORCH /L+PORT,4N71 REFERENCE INSTILLATION L GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-5 9 (MAIN) POLYGON 5A LEGEND: MB • Material Width Depth F,1.SE Qty t Lth Tot Lth PacffiALumber B 1 Ri idLam LVL 1 3/4 9 1/2 ,.5E 1 1 6 1 6 HANGER CALLOUT B2 Ri idLam LVL 1 3/4 9 1/2 1.5E 2 14 25 IWHERE PLATE NAILING AT B3 Ri idLam LVL 1 3/4 9 1/2 1.5E 2 '1 2 24 SHEAR'vJAL ABOVE EXCEEDS ONE PROVIDE ADD'L BLOCKING OR ® -SUPPORTING POST R 1 055 Rim 1 9 1/2 1 O ,1 6 1 60 ROW, w ■ • w iWIDER RIM MATERIAL AS REO-D. R V S COMPANY ® -POST LOAD ABOVE J 1 RFPI-20 1 3/4 9 1/2 -La- °1 2 1 56 R -RIMBOARD J2 RFPI-20 1 3/4 9 1/2 15 20 260 CONFORMS TO DESIGN CONCERC 5930 JEAN ROAD LAKE O5WEGO,OREGON 97035 (503)858-9663 L8 -LVL BLOCKING J3 RFPI-20 1 3/4 9 1/2 2 2 4 NFO DESIGN CONCEPT INITH J4 RFPI-20 1 3/4 9 1/2- 3 14 42 _ ZCOORMS T R;v,S;ONs AS SMOYr' PLAN DC5G4tIrf10N/NUMBCR 5A .B -J015T BLOCKING JS RFPI-201 3/4 9 1/2 15, 30 390 x "104 L NON-CO h FORMING-kRIISE WD RESUBMIT C05TOMER: rOLY60N J -JOIST GALLOUT JB11 BLKG RFPI-20 1 3/4 9 1/2 25 3 75 0 BEN RMcv EK AL rVC—WE PLAN DATED: 2/25/14 B -BEAM(FLUSH W1 JOIST) JB2 BLKG 1.-15 LVL 1 3/4 9 1/2 1.5E b 3 15 HOHm r [xE1 aw 1 R.a sE M-1 Yr tE'.[tc Ili '+E4 FF 0!,..et 'OF G,F,YIIVJKE el'�'I' ..S..Y 4�'iY:hs k].h..i:vt'iJG ll M.:e Ntf P-.1:9[1' DESIGNER 1C~L.HENDGR.50N DATE: 5/25/14 HDR -HEADER(BEAM BELOW JOIST) AGcessorles 8B0-BEAM BY OTHERS H 1 THD 1 T 950-or-ITT9.5 4 zm. n -MI!BRANDT ARCHITECTS CT ENGINEERING INC�� PL (MAIN) SHEET: 1 Of 1 POLYGON SA PL14-89 UP 7!292014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING H Products RM1 PlotlD Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 ^ � RM1 40.00-00 1"x 14"APA Rim Board 1 1 j�„jj /l.f- RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 t1 )t?1 h RM1 12-00-00 1"x 14"APA Rim Board 1 1 DEC J 0 t RM18-00-00 1"x 14"APA Rim Board 1 2 _ C N ' RMI 4-00-00 1"x 14"APA Rim Board 1 3 R{ 11" ;j V 7 L5..' I' BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 1. BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 A A BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 17-00-00 1.5 Ri idLam LVL 1-3/4 x 14 1 1 BM 1 9 B - 1 1 BM1 12- 00 1.5 RigidLam LVL 1 3/4 x 14 0 o0- ,I B g BK1 11-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ONE =RBM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ii BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -00 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 F «,` it �� p BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 ii BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 r BM11 4-00-00 BB02 1 1 B u- 1ELQQR LOADING A — — — — — — — RM1=RIM BOARD 15 DL ACCESSORIES QTY O TH017140-2 16 © ITT14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' LL LL SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN — LL LL - REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I3 ". �i HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. f 1 m FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERI WHERE PLATE NAILING AT p SHEARWALL ABOVE EXCEEDS ONE ROW.PROVIDE ADD*L WIDER RIM.MATERIAL AS OR RECD. CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPTA!1,741. REL9S!ONS A'S SHOWN NON CON OR NG-P—EMSE AND RESUBMIT � 1 'F 91�I gNY'+6 Y.YE' f£EC frYR4'AFC�RUS � Y b umber 'C�FJRKK[R'N TSE pacr �v - 4 3ti]W1K FSE.F-1 1i1 G R•l':+n A.: (24X36 SHEET) SCALE: 1/4" = V-0" COMPANY 11 111" IR15 R.Ldffi ht,SRMrDR 15.t0+{ 8e TRUSS MILBRANDT ARCBITT(TS CT ENGINEERING INC 1