Loading...
Plans (45) /30t s& /2gaziox m2 ,n$$rzzIr 0032V LEGEND: j • ss SANITARY SEWER pacific Community TRACT I \ mI 4 e / —SD STORM DRAIN —w WATER LINE Design I 12564 SW Main Street -------325 325 --- 10.00' I / 0 MANHOLE Tigard,OR 97223 ' J,.._. [.]503-941-9484 (1) EASTERN REDBUD/ PUE, TYP. CATCH BASIN WATER METER DATE: 11/26/2018 q CERCIS CANADENSIS >" — I REVISIONS 324.0Ill litIL S _325.4 j MIIII •) STREET LIGHT NO. DATE DESCRIPTION /II _ —1 32.0' — _ _ T I ham, STRAW WATTLE PERIMETER • j/ I / I EROSION CONTROL 7r\ r— 119.00'- I !t _ _, FLOW DIRECTION ARROW 22.00' F, o '1 1_ 0 STREET SECTION, SEE I I 1 �_ r. _ .::I. , CONSTRUCTION DOCUMENTS ,±____. r 1 , 0;'\ PORCH hi I FINSET FIREPLACE137 SETBACK SUMMARY NO BUMP-OUT2,944SF i1i1 FRONT SETBACK: 12' ' SIDE SETBACK: 3' 3.00' 3.00' STREET'SIDE SETBACK: 8' 1 ' BUILDING: I FRONT PORCH SETBACK: 8' zC 1 136 2610DR 138 ' ' 4 REAR SETBACK: 3'-6' _1 \ FF=327.05 REAR COVERED DECK SETBACK: 5'• I 1-HR FIRE ( a _ : I RATED EAVES , L�_ ,- . I I c-) 1 \ pill GARAGE 1-HR FIRE LOT COVERAGE: -,t' I /1 RATED EAVES 1 . RIVER r, i LOT AREA: 2,944 SF TERRACE or 3.00' I L J BUILDING FOOTPRINT: 1,314 SF c PUE, TYP. EAST 16.00' c 324 3 325.4 �1�� COVERED PORCH: 73 SF 1 lip; . 1 I iii l'll, i — - " _ __-— ��ae= � =+ COVERED REAR PATIO: 0 SF �� Alk 32.0' SS S SS SS f, /(/ 1 J CANTILEVER LIVING SPACE: 0 SF Cj STORM LATERAL SANITARY LATERAL TRACT G / LOT 137 s , M as �, as �, as 10�; �'I' 4 DECK AREA: 0 SF PLOT PLAN P. � �'v `'S �6 ' M SW REDFOX TERRACE TOTAL COVERAGE: 1,387 SF c' �_ `1' a .'lam'►- +rfi'G�'b'C� I ������► s' ' 47.1 % C % , c I zz / ,i ' I i l IMPERVIOUS AREA: 1,897 SF C C 'Z4 E -C C c E POLYGON NORTHWEST (503) 221 -1920 CITY OF Taiitthiiel D PROJECT NO.: 395-041 Q a TYPE: CONSTRUCTION 251 W6 Approved NiPI r>Ilnior� f...C3 SCALE REVIEWED BY: PRE y LOT 137 (R-7, SMALL) Date: 0 10 20 E RIVER TERRACE EAST Initials: /.....S CU 1 INCH-=20 FEET %N 13019 SW REDFOX TERRACE 2 ROSEBURG FRAMING SYSTEM" ==,-.-=.=.= PACIFIC LUMBER COPYRIGHT 2013 quality engineered wood products tortodays builder- - "°""m'°"`Xi°`°" e.,,,, p I' POSTS PROM ABOVE These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. °'"" souv Bwcr;A�� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGIDLAM'LVL RIGIDRIM" I I Company,which retains copyrights Co and ownershl of theplans.Use of theseplans byanyother a,�Fw,1aw rSTALLS BEARING,BELOW P U• P \ ; ,". -,.:, `III INSBRATALL AREAOFwES KS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG lORfSrOROpUCBS 1111'...,, copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include / / BELOW TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. i ^ IIIN 40 RFPFJoisT ► ,/ ��� RObFDURI FORESiRRODUCla -N�,e � ' CONTRACTOR NOTES: GE516N NOTES: ,am.,e, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS a,•v...mww.., 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR Pa ,,.n, (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPP(BLOCKING PANELS MTH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWISE) Pars. N.T.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS 1 SLEPF/N6AReA5: I I I 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 1 7psf DEAD LOAD E WHERE PLATE NAILING AT WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING PATIO PROVIDE ADD'L BLOC NG PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATE IAL OR WIDER RIM MATERIAL AS REQ'D. AS REQ'D. AS REQ'D. R1 R1 PL1 5-255 (MAIN) R 7i --..R1 1 1 J9 _� _:R iR' R1i ....a R .,.,. — --- POLYGON 26100 \ ' I. III Mrk* I Material I Width I Depth I Grade IQty I Gut Lth' Tot Lth 1 0513 " -------- I I In N ------- .__-- '16 I - ----- ----- JR2 RFPI 210 1 3/4 9 1/2 2 10 110 624 O °- J611 J3 RFPI-20 1 3/4 9 1/2 1 8 8 ll .•- II J4 RFPI-20 1 3/4 9 1/2 1 18 18 JE RFPI-20 1 3/4 9 1/2 1 28 28 J6 RFPI-20 1 3/4 9 1/2 15 26 390 __ _ I J7 RFPI-20 1 3/4 9 1/2 10 6 60 tL { 11_ II _�1._---- -I� 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 8 18 U — _ __- ly_. .__. ........ _ll JAL. .._. __—_ _ V 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 p 1 1 I I 0 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 iV Jb e� �---� —'� Jb- ry JB1 BLKGRFPI-20 1 3/4 9 1/2 20 3 60 1 2 I ` ....._..__.___,g. I 1' AGGeSSOCIes R1 51 51' I R1 e H1 ITH01T950-or-ITT9.5 16 EV Jb II fV p- -114j,j61 Jr.'JB- K ( u. K WHERE PLATE NAILING AT n - ------- -, Jb----- ---------- ----.__..... ....._... — .........- ___..___ _I N SHEARWALL ABOVE N N EXCEEDS ONE ROW, — Jb I PROVIDEADD'L BLOCKING I 14'-O" S OR WIDER RIM MATERIAL I,� Jb i•• AS REQ'D. J6 J6 0 111 14'-0" li ::_:: ::::: -:52 .._ __ _.. --- -62Ivo bv� C' dvr� , � II- INo bvUvvT oR1 r- d 9, R1 Jq IIOve. i�ntde) P rII S i; Co• v� ve t�.$ ) (mow, — ._ - i- 1.1'_ '1 ' 1I1 1r JB1' i I JI1 II PORGH I PORGH -Cr x i7 T J R1 -III J7 -7....` ..7 7 �7 J7 I .J7 J7 J7 J7 J7 J7 J j51 I B3 B3 l B+3 53 I I REFERENCE INSTALLATION .‘"t31-1—':—. t , =1, --- --. GUIDE FOR ALL FRAMING START 1 \R., R 1 J -f 1 R 1 START DETAILS AND I-JOIST INFORMATION FRAMI.G / Si I R1 FRAMING HER .1-1/2 RFPI-20 b 1 9.2"O.G. 9-1/2 RFPI-20® 1 9.2"O.G. HERE LEGEND: WHERE PLATE NAILING AT WHERE PLATE NAILING AT pacifi L `. SHEARWABOVE ABOO VEESHEARWALL ABOVE umber OH -HANGER CALLOUT EXCEEDS ONE ROW, EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING PROVIDE ADM_BLOCKING pp ® -SUPPORTING POST OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL & TRUSS C O M PA NY AS REQ'D. AS REQ'D. ® -POST LOAD ABOVE CONFORMS TO DESIGN CONCEPT R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT WITH 5.130 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 261 O D JB -JOIST BLOCKING 5 CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT GUSTOMER: POLYGON J -JOIST GALLOUT ❑niv"isioiuii°mio Ss Esuwvrwm: THIS SHOP DAASING NAS BEEN REPIE1YED FOA OENEPAL TENFEAHANDE PLAN DATED: 9/25/1 3 5 -BEAM(FLUSH w/JOIST) ❑ RM NG WISE MIAMI' PM THE DESIGN CONCEPT ONLY AND ODES NOT RELIEVE THE FABAICADPANENWA DF AESPDNDLTILITYILA CONFDAH'ANCE YIITH ThE HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUTHE, . DEERGN THIS AAO SPECIFONTRACTO AIL LL VERIFY xki.DIMENSIO EWP DESIGNER: KAM/BEL{YOOD DATE: 1 1/1 2/1 3 DYER THIS sHDP pAAMING. CONTRACTOR SMALL 4EAIFY ALL DIH Nc�prvG. 5B0-BEAM BY OTHERS SCALE: 1/4"- 1'-O" �" Alma Fulutl Date 9/22/14 By: TENtl A.Eaton DRte:wniEeeer i?.Trio A MILBRANBT ARCHITECTS CT ENGINEERING INC PL 1 5_255 (MAIN) SHEET: 1 of 1 n CONFORMS TO DESIGN CONCEPT POLYGON • IX CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN EI CONFORMS TO DESIGN CONCEPT PL13-291 UP H NON-CONFORMING - REVISE AND RESUBMIT r-i CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND CES NOT RELIEVE THE NON-CONFORMING—REVISE&RESUBMIT ProductsFABRICATOR/VENDOR OF RESPONSIBILI1Y FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATION 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 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 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 RM 1 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 BM8 14-00-00 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 BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 T BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ? C B 1-07-03 ° e .. Oma. BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1. Fi ' —M10 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 _Min – h i®I. �'®rte+ . B � -�� IO BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 rimailiaNINIMI F07 c'!" .Ml u§ °F08 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 507 ° ie F0.' ` BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cc• I' ° A ° Fos e nBM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 � I I F06 ? BM 1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 q.e O IL.I ° ° Fos ° o E BM3I--- °FO5 ° •I J W Q 0 BK1=BLOCKING �. RM1=RIM BOARD BM4� ° 5 Z ACCESSORIES QTY I�1 1i 3 ° Fol A - , _ Q Q THO17140 2 43 la �i F04 I �� ° F02 ���� ~ 2 i © HUCQ1.81/11 6 SIL F04 ° ° 502 S < 0 1x14 OSB RIM FOR SHEAR BLOCKING 28' � J m le Fol `" - Z W SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN � _ I I O I ,4 F02 CC �1 Z 0 .<_S HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II F!4 ' LEI:I. W FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA BM3 + .� ° F0� ° < 0000 B ° . ° ° J X U W FLOOR LOADING °503ix W Z 40 LL UJ LU 15 DL ° 10 /tee . 1' I w0p0 1 I Z m W ° e ' c<2 -05' _ u �' F03 ° 19-03-12 ° ° c e °F03 II CO 1 i' ' ° ' F02 ' JOIST WITH RIM I.: Ww II F12 F.11 W II g F12 111V3 F11 z i,- _ ° 4 ° PacifuLumber�, O BM9 eI a cc 0 + N & TRUSS COMPANY RM1 _ _ _ — RI N , N O -0 1-= n m � Z -am po — o o y r o �y b v0 z a Z Zm O v o 2 2 Z z — 13 Z 0 I- -°a Z_ -< O 56'-0" rn n Z ti -0' 1o'-0" 37.6" 16'-6" � z .{ . ; oU n B p A aV B cr "• m -a AlN w CO tv U, I I Ise al I I I ' WM' _ -i �1 _��� -- J1 • y �, cc BJ2 IK . �, a 5ra _ J2 D C < C C b cp . - rn BJ3 �� = N J3 , O z Oz ., i 1 1 1 •• 1 1 w N - m I — N R, - J4 1 I . . . m j • \ 1 - -- / e e e e j'cr) �. J1 - -• cWel . IT9 9 b J2 v D x D b WI► �N l ) I:_ b m p n. umi�-oaim m � - _ , <z2)o-zxz„,° AJ3 _ _ ��_��� co ; v y o �—mcZzm>OCC) A - -- J5 7 Oz�OmzD�ADzz y 3 3 1 - IA IF8^ N O Z r b � ' J`I O ADZZm_,„,„0 ,3 \\ — c N `i •• --+-omm_zo_-coo a r A) Omm0mZD0,EG •• 0x.-0,,,,,,),,, ,,,, AJ3 _ ��` I f 1 1 J3 r cr =G �, -. ZOOZZo--ncomo _-I — 'II s -0m.�mzmzxcDm� • ry ,I - Ci n I ; i : - : I i i i i i CO _ 'e e8142 w w sI e t 11111: :!14 r -1 r 'i 3 39'•x” I 16'-0" _y ® CONFORMS TO DESIGN CONCEPT o ❑X CONFORMS TO DESIGN CONCEPT n CONFORMS TO DESIGN CONCEPT WITH o ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED ❑ NON-CONFORMING - REVISE AND RESUBMIT ❑ NON-CONFORMING-REVISE&RESUBMIT n THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE f% 3 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 c FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE t Cr 0 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY y PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 3s• CD Z FBy Alexia Fukui Date 9/22/14 ^' M I L B R A N D T ARCHITECTS By: Todd R. Eaton Date: September 19, 2014 CT ENGINEERING INC