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Plans (26) /7,s-r,,,70/6 -- Cha 3{f c, l ..3 7? 5k) « 4/11 1I i I I , Li I Ili I 1 1 ND: PacltI I '_ II I I I : —ss SANITARY SEWERCoMmIC i j rI , —SD STORM DRAIN Design lity 1 Design ---- 1 I I I I i I I r i1 I w WATER LINE ' I 12564 SW Main Street —J —J I ® • MANHOLE Tigard,OR 97223 I I —I 1 ■ CATCH BASIN DAA m 503-942-9484"/2015 I 245.5 I I 1 I STREET LIGHT 248.1 REVISIONS - - - - - - \- - STRAW WATTLE PERIMETER No. DATE DESCRIPTION - - EROSION CONTROL c : :;; , `�.0 STREET SECTION, SEE 1 ' 0 CONSTRUCTION DOCUMENTS N , N N N .,_ I N 0 i II I I I I I SETBACK SUMMARY -- r lj I _ FRONT SETBACK: 12' 1 ; I I r- 1 ; SIDE SETBACK: 3' STREET SIDE SETBACK: 8' I ' 1-HR FIRE 1 ; `' I --1-HR FIRE I RATED EAVES 1 68 i REAR SETBACK: 3' 1 3,600 SF I I RATED EAVES PORCH SETBACK: 8' fl BUILDING: 3413BR I i 69 o II FF=249.8 - i 67 I 1 53- Ii co I ' I 1.1_ l E i 3.00' 3.00' i i N Li ' I i '/ GARAGE I 1 1 . 1 LOT COVERAGE: N I I '1 I I 1 I I i __ ___ _ �_ ,. LOT AREA: 3,600 SF ---`� 1 ��.00' o �`��a. I, I I , �z j--- I f, RIVER co PUE -, - f� PORCH 1 'i_ BUILDING FOOTPRINT: 1 464 T C— — 1 F1i' -- J. 20.00' — _3_71 SF TERRACE =16.00' w 245.1• iI �-- COVERED PORCH: 151 SF NORTHWEST — — 401111111— - - % — — N �• t— C•/ CANTILEVER LIVING SPACE: 0 SF °' f " 9.90' - 40.0' i E 248.6 13 \- = t PLANT (1) STREET ! , + 1 cri o--�--- 1 \ ° / ° COVERED PATIO: 0 SF �� TREE: 2"CAL. ' � n I ° La'---P\ ^ ' ` i IP, 1 YELLOWWOOD/ N ri, 1 ; % DECK AREA: 0 SF \ CLADRASTIS \ I ti/ \ / / % KENTUCKIA / X \.<\ j 7-------4 LOT 68 a' '� / / / /� TOTAL COVERAGE: 1,620 SF PLOT PLAN -- 1• I Sa SD SD SD � 0 28.00' WATER METER STORM LATERAL ( 45.0 % ca_L SANITARY LATERAL 1 \� S' - ® ss ~ 1„ v SS '\ , ss, IMPERVIOUS AREA: 2,192 SF v / I SW PUMPKIN VALLEY TERRACE 7"\, i ?",<:, / Q A 1 , \ Cl' /tt e t. —���— - �— t/`\ \ \77 › / CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning p 2 C V 1 W6 PROJECT NO.: 395-037 CONSTRUCTION 9 LOT 68 (R-7, MEDIUM) ®N. ��� S oLE O REVIEWED BY: PRE 0. 0 RIVER TERRACE NORTHWEST Init►als. Z 13377 SW PUMPKIN VALLEY TERRACE ,INCH=20 FEET PACIFIC WMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" . a f $ quality engineered products for todov's builder- 1 "°"°"'O"'" "' w. ,„... I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ♦a� hrm, k C ,N, A,0 ., soCroewu•u The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber s c - "_ F :, bbd �� �� �- �� �' �� ' l I rosnrzrn«i.sove -e.. I To eewzw.s eeioW. Company,which retains copyrights[o,and ownership of the plans.use of these plans by any other ,I`I ' ,R,,.,--.- __- - INSTALL sws«a�accs- - -- product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or /«-.-,w. reRr�ie MAT. £osa4NA�9 tOYrl^&ODtlL'TS Rp6SkHNAG Fovea PROW= ---_�, BELO.T POST ABOVE. yrs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 3 ,��y rs \ II�� ea,on TO ron�swc. penalties of up to 520,000 per work infringed,ands 100,000 per work infringed willfully. d !I i h \l L.. 4 11 V E �.,.x..�a s�/ �II,\ / S t,! 't RFPI JOIST L ., I e <" s may_0r,rN' CONTRACTOR NOTES: DESIGN NOTES: °"-"*'°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS `,,,^"-'«,g"""`""-° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RAPE BLOCKS*PANELS SRN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. NTS. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD S 0psf 3LIV ING THIS/5 A PLACEMENT PLAN ONLY. AREAS: 0psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: 1 I Purchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO � ayout prior to any construction. 1'Ipsf DEAD LOAD R1 J R 1 R1 I Si i; �1 10 6% 42 T�-::: 13.-31:::: -13-3 J3 10 6•:_ �� 10 3' _ ...I ..... ... J2 _.. ..... ...... .... 111 ... 42 .... __ 1. ... _ f[ I } J2 1� J2 12 11_ 11 J2- I R 1 J5 J2 1 J 1_ -::Jl 1 ...111 1 1 12 I.I 12 .�_ I i 12 14 1� � 1 1 42 1 1 J2-- PL14-361 (MAIN) ! U J :. : J2.::: ._: I :::: .... POLYGON 3413 ABD 1 O 0 _ l I I Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth _._ B R1 -- I I JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 ! J2�? _- 0 0 "' J2 - p R 1 O55 Rim 1 9 1/2 9 1 6 1 44 _ ;I _.. -61 - 4C 1T 0 0 r I I 11 RFPI-20 1 3/4 9 1/2 12 14 168 •-- - -.81 - --- TV ry .I L J g} _ �� int 12 RFPI-20 1 3/4 9 1/2 16 34 544 ®1 - --- LL - - J1® - - - 13 RFPI-20 1 3/4 9 1/2 5 5 30 II 14 RFPI-20 1 3/4 9 1/2 2 2 4 _ 11 - h ry 15 RFPI-20 1 3/4 9 1/2 1 32 32 1 - -- J1 .. - - J 1 -- - - B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 1 i _-- -.. --_.-.. B2 SIG BEAM 3 1/2 9 1/2 2.1E 1 6 b tr J1 ;........ .......__...... J;_........ ......_... ....... ......__.... ,;; ...... .........._ Accessories H1 ITHO 1-i95O-or-ITT9.5 5 11 R1 I....... ..._ J1...... _._...... 11 .... ...._.... 1._.__ ._.._...._ Jt_._.. ......_.... --- .-_ J1 _. 11 i......... ...11.......... ..:...........' .._.. .................. ,}q......_..._.. II............. .. _< ... J3 __ .... J3 151 , Jell I I - J3 :::: I I II - J3 all J3 �: .... J3... ..i J3 .... 11PORTANT, REFERENCE INSTALLATION \ START START GUIDE FOR ALL FRAMING FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION ' PORCH HERE HERE 1 PORCH ' LEGEND: u PaCI� umber H -HANGER GALLOUT ® -SUPPORTING POST DCONFORMS TO DESIGN CONCEPT & TRUSS COMPANY ® -POST LOAD ABOVE .0'1-E CONFORMSORMS Sri CONCEPT D CONFORMS TO DESIGN CONCEPT WITH -- -- R -RIMBOARD ❑ ( 0R+K 0 DEIGN O'1C*PT S9iTh REVISIONS NOTED REVISIONS,AS SNO IN 0 NON-CONFORMING-REVISE&RESUBMIT 10515 Si ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT C POt h 0. II d• REVISE AND RESUBMIT THS SW),r AHIN los BEEN PEV1FtfiED FOR G.r:ER;.t CO FO RFAANCE PLAN DESCRIPTION/NUMBER: 3413 ASD JB -JOIST BLOCKING i NO.otaaa r ws e k 9E l m P 00.001,A.0,2ws-a W'12.1 CES.y- CONCEPT OW! ANT TORN MET RELIEVE TIE CUSTOMER: POLYGON J -JOIST CALLOUT SCALE: 1/4..1•-0' ote S E li;010,122 1.12.2,,22 se.KT E.JE E a .A TOMIENCOR.F RES9:S:SIB-,TOE noYrontiettr.F a 1 DE : AE Iarcn.Eruc1 011 SE:20,1:21.T1.0sk cs:Faausu:CO Sn: M AV ars.Sac-h:AOONO AND APPLICABLE 00350,AU OF IWHCr NAVE PLAN DATED: 9/19/14 C:atataku NavE F J I N t NO P:_I. ER02RITT'OVER':H33HOPDRAikN3 B -BEAM(FLUSH W/1015T) :MA_,I£; 00.01i;102. 2,, cl.earF 1.109-.11110,, By David R Burnett Date 10 22/14_.., DESIGNER: KAMI L HENDERSON DATE: 1 0/2 1/14 HDR -HEADER(BEAM BELOW JOIST) By. Todd F.E.B011 CT ENGINEERING INC e o cu s so a MILBRANDT ARCHITECTS BBO-BEAM BY OTHERS 4-3 6 1 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST© 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products $Q R$ START FRAMING HERE 9-08-00 PIotID Length Product Plies Net Qty RM1 42-00-00 1"x 14"APA Rim Board 1 1 Imo 1.- 1 1 RMI 34-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT r .r a—a=0 a—�N---10-13.--C---0___N a—a RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® ''II RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH 'NI 3- HVAC RUN RMI 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RMI 3-00-00 1"x 14"APA Rim Board 1 2 LI NON-CONFORMING-REVISE AND RESUBMIT ISBM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - - BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Soloman Date: December 3, 2015 48 o ''� o e o o ;o w LL LL S '',S o S 1U- S LL LL LL Iu. u LL na_ LL LL M. M. 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC 111) BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®C« wM.o�=�"o BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑Co "'o>",IG"CONCEPTWIN BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 El BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 NON-CONFORMINGRESUBMIT I ` BM3 21-00-00 BBO1 1 1 Date anus ,© PvMILBRANDT ARCHITECTS 0 1' I,�_Pt� BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 111 '3 >I! _ __d_ f _�-�� -— , SI ;—34/5--- --1:131-1 ii i �:� I 10, , _ter -- ACCESSORIES QTY ��j Ip THO17140-2 44 � a_ 0 HUCQ3.81/11 5I =' L HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' Ild - - FLOOR LOADING _ BK1-BLOCKING I 99 RM1-RIM BOARD 40 LL 1.., LL U. U. Q LL IOW Q U. Iii. W�' 15 DL 1 I g g a,,. I ' LL M" REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING m m '� AND SHEAR BLOCKING REQUIREMENTS. in SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN l I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1.1:idI FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I II 11.7Pc! II L•iJl-M q. _ j—1.VI-(_O ° BM B CY , , 8-08-00 'g' I - ., START FRAMING MERE Q Pacif"i \ . & TRUSSumbFRAMING COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2