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Plans (388)
' l" C — C,C) a3 i".- -€:17-,C) „j142. �-e., C C Q .. \N- LEGEND: �"'� � 1f 1 ' i , w ,� SS SANITARY SEWER Pacific i / O! rSW RIVER TERRACE BOULEVARD 1 /tr (I: 1 SD STORM DRAIN/Community / f / ; j ; i f --� —w WATER LINE Design 1‘4 * A& 1,. Ai” AIL ° v sopror lip+ oirlpyr Iv- . 12564 SW Main Street 1 a }; MANHOLE "- Tigard,OR 97223 4000., N. 4°, ° ° ° 4 ° CATCH BASIN [T]503-941-9484 DATE: 8/10/2017 ° ° a f °440k1 ° 1 P '� a \;' a ( REVISIONS a- --i .p �} p_ t I ,_ ip �` I 4 \ i NO. DATE DESCRIPTION °A Th.\ 00 411111k , a a ! ; ° \'`\ I — STREET LIGHT " m a 1 d STRAW WATTLE PERIMETER A a , M " '` 1 ,. , �N� EROSION CONTROL ° Vik___,31/00, —* FLOW DIRECTION ARROW WATER METER I STREET SECTION, SEE 7 Illr Vir ,400,..„ Aiks • • Ilk .... r -swim i' 0 CONSTRUCTION DOCUMENTS - 1 4 - -- -- 308.9 - _ - - 312.1. 4 __ Jl % /1 /18.0 0SETBACK SUMMARY / / 1 .00' �/ 0' \ . FRONT SETBACK: 12' E _ \\, %o_ r ( SIDE SETBACK: 3' a ( 'a 8.00' STREET SIDE SETBACK: 8' I I �, ( ( 1 ° PORCH "' ' I ----PUE, TYP,1 U, I ., FRONT PORCH SETBACK: 8' ` o , \\ \ \ , \ a t 1 REAR GARAGE SETBACK: 3' O i t t 1 .- !. 10 A` re I I0 r O i i' 1 171 ' 1-HR FIRE 1 1 ('" 1\1 _ . m.. � , ._, 1 C.) \ i ` RATED EAVES 1 ,� ` o I1 , \11+ I � \ 2,880 SF i i it t 169 \1 I i 170 \ 'i BUILDING: 172 •1 a`\ � '`j R 1 11 UJ ' I \ 7B 3.00' 1 1 LOT COVERAGE: _ ' o FF=313.931 I o 1 � , N 1 1 0 1 I o j 1 a, a \ RIVER 0) , 1 I 1 I-pc' 1 rn ] l' \`i\ 3 1 I 1 I t ` \ �1 E e t 1 LOT AREA: 2,880 SF TERRACE N N. J� ' I 11 �P, r I ' I \ 1 ° •=--- * I 1 1 I- 1 1 1 � 1V BUILDING FOOTPRINT: 1,309 SF Ltzt1 1 - -r~ I TRACT R EAST 3.00', 1 E 0 115, I\ 1 GARAGE I i\ COVERED PORCH: 203 SF 1-HR FIRE \ 1 C7 i \ \ `'I 1 RATED EAVESti I �CO I I `) I ` I �1 COVERED REAR PATIO: 0 SF u Z1 ' CANTILEVER LIVING SPACE: 0 SF �' {{ 3.00' 1 m M I / L ;.N 1, LOT 171 m ` 1 16.00' I I PUE, TYP. �/ _ ,4 \ DECK AREA: 0 SF PLOT PLAN 11 \ _d____ \ \ An 309.6 1 1 t _ / \ TOTAL COVERAGE: 1,512 SF --- .w� — .� ►� 32.0,ir�r r•Ta►. _� /511111111/11111111111 -\-\ 52.5 % SS SS SS S* SS - lail / ti ti` ..r 1 7� r,. / of ` STORM LATERAL / 1 IMPERVIOUS AREA: 1,960 SF o N. ] E: -"j SD s,.f 1 "9'D ' ��/72D !, r 1 !h -, SD 1 ' j i' 1 /� ;�SANITARY LATERAL .- TRACT K ALLEY B 7 111111' \, /4 .c CITY0) 0 ems.. F TGA IRD POLYGON NORTHWESTC (503) 221 -1920 Approved by Planning PROJECT NO.: 395-041 0 2S1 W /1-0- SCALE REVD RE REVIEWED BY. CONSTRUCTIONE. LOT 171 (R-25, SMALL) Date: ! o 10 20 0 co RIVER TERRACE EAST Rnitlals: S� - a 12930 SW RIVER TERRACE BOULEVARD 11NCH=20 FEET - PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM'" i quality engineered wood products for today's builder- .,....,... These lane and the designs are copyrighted under Federal Law byPacific Lumber Company 201 2. P 9 p y Fir.. , 7r.„,-aranmlberie. AO 0 ��i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI uLAnn LVL RIGI R�M" Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ar / -.a.+. (�_ ariorr To vosT Aeove product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEHfADLS FOIPaiI PCODBCR —�_ ,II copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \��/ penalties of up to 520,000 per work Infringed,and 5100.000 per work Infringed willfully. TS �� IIM!IIIN ! ' RFPI JoROSEBURG FOREST�ST 1 iir W.0 le CONTRACTOR NOTES: DESIGN NOTES: D0ii,,,,,° 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ";y,,,°.,,,,,-,°,0" 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR """'"'°"""^"°°°'"""'^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFIBLOCKINGPANELSNnITH BEARINGWALL ABOVE POST LOAD TRANSFER DETAIL OFL/480 N.Ts. N.rs. (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: `` 3Opsf LIVE LOAD I \ I 1 2 psf DEAD LOAD \` ROOFLOAOfNG: 25psf LIVE LOAD 1 7 psf DEAD LOAD • R1 ° L REVISED SI17/1S KLB R1 Jo Jo Rt PL 1 2-1 4S(MAIN) POLYGON /BC ?Ark* Material Width Depth Grade Qty Gut Lth Tot Lth �.. __...-- _..__. S1 055 Rim 4 1/2 6 16 16 .-— ..................... J1 RFPI-20 3/4 9 1/2 4 16 64 PATIO r d PATIO 1 J2 RFPI-20 3/4 9 1/2 10 26 260 — - —'` J3 RFPI-20 3/4 9 1/2 2 28 56 I II I I I 1 J4 RFPI-20 3/4 9 1/2 5 22 110 �A -_-- J5 RFPI 20 3/4 9 1/2 1 / JE RFPI-20 3/4 9 1/2 2 2 4 APO ._ ____ ___._ .__ __._ -. -_.__-- d •4— I- -C .___J 1 J T RFPI-20 3/4 9 1/2 1 18 15 F:, JB1 RgidLam LVL 3/4 9 1/2 1.5E 2 14 28 L .t5 -III I B2--- __ `I'i 1 �J::.1 II 'I - J 52 RIgIQLem LVL 3/4 4 1/2 1.5E I 8 8 :: JA JB 1 BLKG RFPI-20 3/4 4 1/2 7 9 3 S T - _- JB LKG 1.75 LVL 3/4 1/2 1.5E 2 3 6 II_ I v v gI 2 B - — — 9 ......._._.__ Accessories H — J2 — = N N 12 . —_ H1 ITH01195O-or-ITT9.5 I 6 iI--J2 __.. _..._ _.-...___ 0 ® r—.— ___. __.. __-J2 r y -----.-...-----.._ ---.....------:j O O - -- -- ®conwxms.00esloxcoxaor _ fit LL LL —R?F-== —d2 1 ® CONFORMS TO DESIGN CONCEPT coxrajo0oe:,oxcoxCEPTWITII _-___— - __._.. _—y ❑ CONFORMS TO DESIGN CONCEPT WITH - S.a.rasueeR R 1 Ir K R 1 REVISIONS AS SHOWN ME - J:tJa n _ El NON-CONFORMING-REVISE AND RESUBMIT ,D=6,7=":,..7.7''''''':W.u.x„'P nIe aoDace /n/1s( THIS SHOPDRAWING HAS BEEN A VINEO FOR GENERAL CONFORMANCE d-J2— - w 6 =____:_ =_: ::___------__:::::: +$_=li' __ _____ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE MILBRANDI A R E N I T E r T S FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ,. _ .I ___ _ DESIGN DRAWINGS AND GPECIFICfiTIONS ALL OF WHICH HAVE PRIORITY _ -_ -'----- -� OVER THIS SHOP DRAWING. CONTRACTOR SHALL'VERIFY ALL DIMENSIONS. T By: Michaela A.Petersen ONTO:February ii,2016 CT ENGINEERING INC = J2 Pl I 1 . ... 4 _ 3 J 31 JI31 J•I 2 1 IMPOR-TAN T-I _ _ -_ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING - B# I J1 -- -d-1---d-1-- f —= B 1 I1 -- DETAILS AND I-JOIST INFORMATION • J1 R 1 JB FRAMING /�I_--_— FRAMING Paciflillumber LEGEND: HERE PORCH PORCH it HERE & TRUSS COMPANY ( H }--HANGER CALLOUT I I � / I I ® -SUPPORTING POST L -- -- J PLAN DESCRIPTION: 18 -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD PLAN NUMBER: 113 LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2-1 48. JB -JOIST BLOCKING -06/S LOCA 77045- REMODELING CENTER: ENIP DESI6NER: J -JOIST CALLOUT 157005FV GOOSES FERRY ROAD LAKE O5r1EGO,OREGON 97055 KAMI BELWOOD B -BEAM(FLUSH w/JOIST) (505)858-9663 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE 6 CONTRACTOR VERDI DATE: 5/11/13 OAD B6O-BEAM BY OTHERS • SCALE: 1/4"- t'-O" LAKE 0511E O,OREGON 9 055 (505)858-9663 SHEET: 1 of 1 14" OPEN WEB JOIST @ 19.2" O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 Products 9-06-00 PIotID Length Product Plies Net Qty .� RM1 46-00-00 1"x 14"APA Rim Board 1 1 pi BOrFOM R.uSH wiTH�oisrs RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 ® RM1 14-00-00 1"x 14"APA Rim Board 1 1 ©1r-0' 05 RM1 10-00-00 1"x 14"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 $ BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 55 NNNNN N N IV N NN N N O O 0000 O O O N N O O: g BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i-: �': LL LL LL LL LL LL LL LL LL LL LL LL LL: 2 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 —1 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 1 � �,€ ��" B g- ❑"o co wx s 11.N� N i N N iti ,11 1.pi_ a �� RM1 T m .�- Alexia�"�" Date i/17/16 ALL BEAMS AND CONNECTORS PER ENGINEER %.°,1 OF03 _ " MILBRANDT ARCHITECTS F03 t ACCESSORIES QTY I i F01 n CONFORMS TO DESIGN CONCEPT ® TFI414 24 tt CONFORMS TO DESIGN CONCEPT WITH © TFL1714 1 ��I F04 - N REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' IRM1Is ® F04 ❑ NON-CONFORMING-REVISE AND RESUBMIT © HU412 13 I� F05 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE F06 in ai F07 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE MEV ,m .I =- FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 1111.111: F06 - F07 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. �. aKi= IM BO R FLOOR LOADING By: Michaela R.Petersen Date:February 11,2016 RMl=RIM BOARD 40 LL 1 � Foss F07 CT ENGINEERING INC 15DL 111111111k '. F06 Ill'. 1 d� ,. . '.,F F07 19 REFER TO STRUCTURAL PLAN FOR ADDITIONAL W. POST TRANSFER BLOCKING FO6 lillj F07 �+ AND SHEAR BLOCKING REQUIREMENTS. 1 ..............MF06 Igi NEU FO7 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN r F06 ..` ,©r.�. F07 "--,1I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. ililiI e F06 ill F07 1 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 1 MIER F06 iiiii a . POT FO6 F07 0 I mow P06 `-- F07 ' F05 � -----, . 1111!1 !:4311.1111111L : F09 AIL F05 O mi F09 _ €�■w,,. F05 -- -i),„„ FOS N i XH I. mmmi ,o,,, F08 ,,,... 11 -__IRM1j - DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. —....."\. 1 Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0" 4'-0" 22'-0" C_3 _ _ _ N \ -- - N � r 6:12 6:12 C4 (4) 41) �C9 .. - � � .. >, I e .. . .. , c4 co 6:12 C2(10' N e n 0 4'12 • pp.�. N B4 . .. N e wwzw I _.LID Lel • wo= ... ... .. O>=v wW�Ir'•- 0 1........ B3 (7) _ L oCCww N 16'-0" , m z 0 N W H a,Z •PI" .. W O. CDWpO 0 = ti Z z of w o w CIC N Ov Ov W E. Q 0 0 I �} mao z2ozU .- I— ZmWNO OI— 1-rLL = N ' I- I- O itawoo roZ =Z O Q QH NH CzOOUn— . X ce _ ., � QW MOO zc�'- CO0 NU oww 11 LL o �w J ► ZZ > Z a7)0 > 6w . . " O O WO owH.�s u u oc z = <1-� =-m�o 0El 0 co 4:12 eN t woa ® CONFORMS TO DESIGN CONCEPT W / / Ilk ❑ CONFORMS TO DESIGN CONCEPT WITH u.l / 1in 1 / REVISIONS AS SHOWN ► y 1, • i r CI NON-CONFORMING—REVISE AND RESUBMIT u I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R. Petersen Date: February 11, 2016 CT ENGINEERING INC 261-0" ©Copyright CompuTrus Inc.2006 ........____.____._._ BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL MI PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KDINFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS aafi I umber PLAN. DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 7-B NH / B-N H CHECKED BY: DESIGNER/ENGINEER OF RECORD TO D T R � S 5 COMPANY O M P A N Y REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.