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Plans c`\",5 L..`� -C(iy3\ \V,C\IC, S\ \.,�\^C\L'c CSU<S \.v LEGEND: ss SANITARY SEWER Pacific Community —SD--- STORM DRAIN Design - - —w WATER LINE / 0 ° ; 1 64 MainStreeta 25 SW ( _ ff �� ° ,` ® ®M MANHOLE Tigard,OR n '� ' [T]503-941-9484 t mimeo `' 41111 ■ CATCH BASIN �. _ / DATE: 6/8/2017 41111111111111011111111111/ ,‘ /NW Milk SANITARY LATERAL SW LEMONGRASS LANE R I REVISIONS S — ss — ,. LJ NO. DATE DESCRIPTION `� — •� \^Y ss -�-=,�- - --- Ss�_ � — —�— STREET LIGHT STORM LATERAL SD —...-SD _ SD SD D - SD — — STRAW WATTLE PERIMETER (1) DOVE TREE/ WATER METER o EROSION CONTROL DAVIDIA INVOLUCRATAle w , FLOW DIRECTION ARROW _ ! ON � STREET SECTION,.,, ,,- ---�-- 0 , _ 6.00' ,. ; . _ N Lri CONSTRUCTION DOCUMENTS —__. ./, PUE, TYP.,./1, � ���. - ° as 324.9 /` 3 D, 324.4 "_ SETBACK SUMMARY $ — — -13.56' — — — — - FRONT SETBACK: 12' E �l 19.00' SIDE SETBACK: 3' D I --r� PORCH R. 1 T. STREET SIDE SETBACK: 8' `^' - -t—1 I tl L 1 , I � I'i I �I r' .-1 I FRONT PORCH SETBACK: 8' ' I k r 'L : ;' 1 ,- ----1 'L REAR SETBACK: 3' 3 J1 I —I s . I i ( 1 —II I , 1 1 • I. I I co r • 1 I 1 1 i iI BUILDING: —6-) •' 3.00' i r-1 I I 1 1 I . 2610B0. 0. — I I i \. UFF=335.5 d i I 1 1 1 >7 I i 198 b y GFF=334.2 2 r 200 i 1 i 201 i I LOT COVERAGE: N I P° . 199 1 RIVER I 3 ' 3.00 \ 2,560 SF 1 r-I 1 LOT AREA: 2,560 SF 0 1 I I �� 1 I TERRACE o I ' 1*I cs4I —1-HR FIRE ---�r � I 1 --J i I r 1 — RATED EAVES ,x I I i 1 BUILDING FOOTPRINT: 1,304 SF _ EAST o I IJ 1 1 1 HR FIRE—�_; 1 1 1 I I I i I COVERED PORCH: 221 SF -- y RATED EAVES r GARAGE L... i t 1 1 I 1 I I 1 COVERED REAR PATIO: 0 SF Lo I I I 1 1 1 I 1 1 o __� I L �� .1 I— —J I _L-- J I L CANTILEVER LIVING SPACE: 0 SF N LOT 199 o co -_ . _ — — __ - ___-A 32A T --- PLOT PLAN Q — gi 333.6 333.3 TOTAL COVERAGE: 1,525 SF 5.00' 6ALLEY M 3.00' PUE, TYP. 59.6 % C 0 _ o_ — --_ IMPERVIOUS AREA: 1,871 SF o —_ _ T _ — — �— .> U o, CITY OF TIUARO Approved b1y� Ianning POLYGON NORTHWEST (503) 221 -1920 (ii) o Date: /' L�7 ij ` PROJECT NO.: 395-041 a F'Clll' 2S1 W6 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 9nittaIS: �— LOT 199 (R-25, SMALL) 10 20 Ln co RIVER TERRACE EAST 0 Z 16920 SW LEMONGRASS LANE , INCH=20 FEET r---1---z-7;-.---: PACIFIC WMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" i quality engineered wood products for today's builder- """R10"`"0°i° w.w ,,.. II These plans and the designs are copyrighted under Federal Law by Pacific.Lumber Company 2013. sosma.oc,.u. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM'LVL RI GI D R I M- ... •.. ,,I ��� °Ji5 R�e�°K Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other omproduct supplier other than Pacific Lumber Company Is strict) ,L/ ' 7.7=-. ,III i.ATCX s tp p p y prohibited.esaeuthorizes use ha or a03EauRD Eoussr Rvooucrs ROSEBURG roaEsrveoaucRs GGcopying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ,� / `� i BMX.TO.asT Aaovc penalties of up to$20,000 per worK infringed,and 5100000 per work infringed willfully.• - •. //�INIi RFPI Jolsr /./� ���- ROSEBURG FOREST PRODUCTS „ �- lit, GONTRAGTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ...w...A......... . �� ,,,,: C„a,at..9 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RPM.BLOCKING PANELS NTN BEAMS HULL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 NTs. N.T.S. 4)USE CAUTION WHEN GUTTING .-- FOR PLUMBING EE D FLOORLOAD/ 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LAOA OAD L SHEARWALLS 1 2psf I SLEET/N6 AREAS: I 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25pSf LIVE LOAD 1 Tpsf DEAD LOAD r 7 PATIO PATIO R1 R1 R1 R1 L C1 R1 ----3 1R 1 -- d9-- - y- JB - R 1 R 11 —x.11— ' _- J6 I I In:- min — { ' . 0- JR4 arTr O O Jb J6 Jb PL1 3-253 (MAIN) POLYGON 261 O B 1 '� Mrk• Material Width Depth Grade ON Gut Lth Tot Lth S I f _ 43 .11 R 1 OSB Rim 1 9 1/2 6 16 96 RFPI-20 1 3/4 9 1/2 1 10 10 e e t�—•r J U —'-ter'—la J2 RFPI-20 1 3/4 9 1/2 2 2 4 R 1 R 1 9 R 1 R 1 J3 RFPI-20 1 3/4 9 1/2 1 8 8 - EV ri --'- J6 J4 RFPI-20 1 3/4 9 1/2 3 18 54 P Q' J5 RFPI-20 1 3/4 9 1/2 1 28 28 -` J • ® • J6 RFPI-2O 1 3/4 9 1/2 15 26 390 Pi l B1 Rig dLam LVL 1 3/4 9 1/2 1.5E 1 18 18 REVISION JEIT- E. J 1 52 Ri gidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 it vi -------,--JS N r1 -- ActeeeorlCS I•• 1 2-0' 14`-0" H1 ITHO1 1F50-or-ITT9.5 4 J6 , J6 J6 as H. 14'-0" 1 2-0" J6 , g .1 R1 J31 j� 1 R1 11 J91 J1 L J4 - R 1 R1 IMPORTANT/ JI ' - J1 REFERENCE INSTALLATION v\ - - _ A GUIDE FOR ALL FRAMING I START START I PETALS AND I-JOIST INFORMATION PORCH . FRAMING FRAMING N PORCH I HERE HERE 1 a ENDER GALLOUT L J J PacifI3Lumber N -SUPPORTING POST COMPANY ® -POST LOAD ABOVE & TRUSS CONFORMS TO DESIGN CONCEPT R -RIMBOARD CONFORMS TO DESIGN CONCEPT WIiH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOC-KINGis REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 261 O B 45 -JOIST BLOCKING ® mxRORNsroCEswNwNrtnr 0 NON-CONFORMING-REVISE AND RESUBMIT GUSTOMER: POLYGON J -JOIST CALLOUT 0 535GO5aAloTmskNY>xNanwaN NIS SHOP PRAWNS HAS BEEN 6151351 FOR GENERAL CONFORNAXCE PLAN DATED: 1/23/13 0 mNaow RITN 515 DESIGN CONCEPT ONLY NC DOES NOT RELIEVE TIE B -BEAM(FLUSH w/JOIST) iPBRICFTCfiI YENWR Oi AESPDNSIBILITY FOA:-0NSIRYANCE IYITX TIE MAIN FLOOR JO15T LAYOUT a 1051 6 550105 AAO 551115ICATIOCO ALL Ci VERIH IRE remwln ENO.DESIGNER KAM/BELfr00P DATE: 11/12/13 NOR -HEADER(BEAM BELOW JOIST) E-rR..,,.,,.�.,. CHER THIS S$P DRAWING. cwiTRNUTOR SI I VERIFY nu DIIENstau. 550-BEAM BY OTHERS °F rs x1,4'747 .1-r� 0" W.I. By: Tau R.Eaton atP:;hote�ar Is.tole SCALE: 1/4'- 1'-O' MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-2 5 5 (MAIN) SHEET: 1 of 1 n CONFORMS TO DESIGN CONCEPT POLYGON CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13-290 UP H NON-CONFORMING - REVISE AND RESUBMITCONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE' E:::, CONFORMS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE El NON-CONFORMING-REVISE&RESUBMIT - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 36-00-00 1" x 14" APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Todd R. Eaton Date: September 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui _ Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 B BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 7. A II ° ° • F10 tcl 2 004' ° ° F10 °- _� BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m I _______6_431V_119 II0 _ �• Y it =if�t:j -��� ®j. b Fol BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � c� ° �� BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I H F07 I.- BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 la_____ ° ° 19-05-00 Fol I B M 10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 p ° • ° • ° 4 F BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 F07 a o ° BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 • ° . 1_10. F07 I BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 o F05 0 ° I BM3 BK1=BLOCKING In 0 I 0 ° RM1=RIM BOARD 1 BM ACCESSORIES QTY % II ® TH017140-2 43 ID 1 ® ° • ° 9 rF04 �i © HUCQ1.81/11 6 ' ° I 1x14 OSB RIM FOR SHEAR BLOCKING 28' REVISION ° ° • ° `� I � I2 F04 1: 11m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN b See ° ° ° F II PH-VAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. • — • BM3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA B ♦ V �I I ° .F03° I FLOOR LOADING I 40 LL P 0 • ° • ° d b 0 F03 0 I 15 DL • 0 d ° I _ _ o • ° 19-03-12 � I � F03° I . n ° • ° • 6 ° • c I I I F03° � � �. II I • ° .i i.�. F03.I c I F02 A --4 --_�; T .•1 — m JOIST WITH RIM w I F11 = L II c� ° F11 AM° F12 o-° 71 0 �, ° F11 °0° . F12 ' ° LL - Pacifi .umber COMPANY RM1 & TRUSS