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Plans (22) 7 e /6 — 2O'/ 3 /731 SA/ ry ; • I LEGEND: --- -I---268— -- _ Pacific —263.3 ' SS SANITARY SEWER 266 265.8 Community — _ — 42.0' —SD STORM DRAIN Design 264 — — — — —w WATER LINE 12564 SW Main Street— �, —�� �'— Q 0MANHOLE Tigard,OR 97223 262 [1]503-941-9484 I. ■ CATCH BASIN DATE: 1/15/2016 I — — — — —1 II — 29.74' — — — + STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 1 [ I e 111H --- -- 1 I STREET SECTION, SEE © CONSTRUCTION DOCUMENTS I, 1 1 [ I I II 90 I SETBACK SUMMARY 89 0 1 I 3,924 SF , - 4.00' � I I BUILDING: 3410BR I I I FRONT SETBACK: 12' FF= 262.24 ° SIDE SETBACK: 5' STREET SIDE SETBACK: 10' I I 4.00' TI 1 j I 91 REAR SETBACK: 15' t PORCH SETBACK: 8' I I 1 i� GARAGE I ( I GARAGE SETBACK: 20' I t _0 1 I , 1IFL_ 11 PRCH ° _6.00' , II —�— — — cc, 1 ! itL E 4— PUE --°-� 1 I :I `i _ — 20.63' o -t — - — �I `15 96_—_ I L LOT COVERAGE: -- ,,-;,- -260.0 , _ _ I _ ,: -- 266.6-- LOT AREA: 3,924 SF ;1 9.21', !;' ; �j� RIVER I f/__ -ice I --.t------,\ 7 -'- f BUILDING FOOTPRINT: 1,443 SF TERRACE i \ ; SIDEWALK ,�\ 0 1 �. -- !' �� ` --1 '� N �, ;/ \�` I ' \ ✓,f I 1 \\ i -, `�' �� 3' ROOD PATH COVERED PORCH: 140 SF =— % - WATER METER j \ ` � -�-- ,1- --- NORTHWEST (�A — SANITARY LATERAL�l ! CANTILEVER LIVING SPACE: 0 SF i s �,_ TLANT (2) STREET REE: 2 CAL. JUNE COVERED PATIO: 0 SF ci SW SABRINA AVENUE STORM iLATERAL ii) SNOW SNOW DOGWOOD/ — SD SD 3 ' CORNUS CONTROVERSA U DECK AREA: 0 SF I JUNE SNOW' LOT 90 -J V / ., \` TOTAL COVERAGE: 1,583 SF M ••/ ;� M ? 4 36.00' / PLOT PLAN csi �� / \\ k— 40.3 % N' �;I�� Viiii y / \\o.1 sa illi IMPERVIOUS AREA: 2,254 SF D _fes a \a !\ra �. CITE 3 TIGAR 0 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning (ii) OPROJECT NO.: 395-037 0 2S1 W6 Date: /0/040 TYPE: CONSTRUCTION O SCALE REVIEWED BY: PRE LOT 90 (R-7, MEDIUM) Initials: LT 10 20 cri RIVER TERRACE NORTHWEST 17383 SW SABRINA AVENUE 1 INCH=20 FEET 0 MwN PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM ",,, ..z... •=•F ,I' / quality engineered wood products for today's builder- ''',7,=" uilder" ..a / These plans and the designs are copyrighted under Federal Law by PacifID Lumber Company 2014. tt so.m e�occnu The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGID LAM LVL RI GI DRI M- .. / ';r7e7 ornewe ',,,, / ro asnRlx�ee�on. Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other "°�'"`mak"• ,renoL sounsxeLocssproduct supplier other than Pacific Lumber Com an Is strict) prohibited.Unauthorized use or 4irs.. �,w„�,. reRo.n��,e.Nn.cx pp p y strictlyRosa'avao FOREST PRODUCTS rta�aura wvara¢ooucrs ______________,_‘1110 eenR�wnaen ov e.occs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. VIII eEONroPo=rAeo ERFPI Josr 0 CONTRACTOR NOTES: DES/GN NOTES- "^g••`• 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .menu" �,,,"w��, m•.,m-Gq,y" ,�,xro 2)ALL FOOTINGS PER DESIGNER'S PLAN .,.,,,,�".,",-. .."gym",�-. DESIGNED TO MEET OR EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOOKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOF L/430 (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING. 5)PROVIDE PROPER SUPPORT AT ALL psf LIVE OD 12LOAD SHEARWALLS 1 psf DEAD SLEEPING AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf 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: I- Purchaser responsible for approving this 25psf LIVE LOAD I I I I layout prior to any construction. 11psf DEAD LOAD IPATIO I 'PATIO' I 1 1 Si J ._ R1 R1 _. I R1 u Ja • 10'-3" '-6" I 13'-3" - - 13'_3" 10'_6" 10'-3" I . �� JO __ I ____ ® CONFORMS TO DESIGN CONCEPT -15 L io — ❑ CONFORMS TO DESIGN CONCEPT WITH l REVISIONS AS SHOWN 6 J3 - -- _- - - ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE JO JO WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 J 1 Jr 1 J 1 J 1 R1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE �`• JO r - •�-- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY - J3 I ft •J3 OVER THIS SHOP DRAWING. s Ja _- -_ ,Q By: Arnold A.Solomon Date:October 28, 2015 I. • CT ENGINEERING INC II Jg ,- _• -- 1: J9 j • I, Q QX CONFORMS TO DESIGN CONCEPT J5 JB x V .' W ® R1 R1 0 7 r, pg V 1-1 CONFORMS TO DESIGN CONCEPT WITH ~ "1 �3 • I --__---'- ~ .-_. IIL/'I 1.i' Jg .I - REVISIONS NOTED .D 1 B 4--- B# ® JG T 4 T J5 _ JS V 4 1,�. - ---- Jb - 0 NON-CONFORMING-REVISE&RESUBMIT O J9 II B ""- B1 JB d O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ry R1 I R 1 11 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN i p- DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE J2 J2 U- PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 - J2 JO - MILBRANDT ARCHITECTS � J2 J2 ' cr' ---------J2 — -3-2 ® J2 J2 ® I.. _. JO _ r-- J2 ' JO J2 R1 I-1 J2 J2 J1 I I J1 ll START J1 ..151J' START FRAMING J1 N J1 FRAMING HERE IMI €1 j HERE PORCH PORCH IMPORTANT._ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 3410 BD(NEW) - _.,'8 ���� *Irk a Material Width Depth Grade Qty Cut Lth Tot Lth Pace �. umber ( H D--HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 ��®// R 1 O5B Rim 1 9 1/2 1 O 1 6 160 -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 5 6 30 & TRUSSCOMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 165 J3 RFPI-20 1 3/4 9 1/2 16 34 544 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON.OREGON 91005 (503)853-9663 L8 -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 3410 BD(NEW) JB -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-0" CUSTOMER: GO J -JOIST GALLOUT 5 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 23 PLAN DATED: PO/2 1/5 B -BEAM(FLUSH w/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) H1 ITHO 11150-or-ITTP.5 5 DESIGNER: KAMI L.HENDER50N DATE: 10/27/1 5 5B0-BEAM BY OTHERS -3 5 5 (MAIN) SHEET: 1 of 2 POLYGON 14" OPEN WEB JOIST @ 16" &19.2"O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 f THIS AREA 78"O.C. START 19.2"O.C.HERE RM1 34-00-00 1"x 14"APA Rim Board 1 1 veJGls,FOR M.R CONNECTION i23-D6-0B ro RM1 24-00-00 1"x 14"APA Rim Board 1 1 RM1 V_JOttFOR PLUM➢NGI 13-01-00 q1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 411 TO `� T '`0 ° ` ' r ' RM1 3-00-00 1"x14"APA Rim Board 1 1 AVOID PLUMBINGI BK1 19-00-00 1.5 RigidLam LVL 1-314x 14 1 1 BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r r; iI 0. ; BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT 0, '� 0, M °' " n r y�) o LpI. l0l. l0l 0 c> o 'o 0 0 0 10 o BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 B 11 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 n CONFORMS TO DESIGN CONCEPT WITH o'o o o 0 0 ' BKK 1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN " "` BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEcc BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 0 A I 1 BM13 3-00-00 BB01 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 11 K1 -- - X300-04� OVER THIS SHOP DRAYWING. O1BM2I _101 oy1 0)1 122 D-14 / ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 2 m I O TH017140-2 36 CT ENGINEERING INC 6.10.8 1 3 RM1 1l6 _ �_ _ © FOR SHEA 3 1x14 OSB RIM FOR SHEAR BLOCKING 28' II�BM111g ,4 I _lBM3f © 7FL1714 1 1 pX CONFORMS TO DESIGN CONCEPT 11 0 ❑ CONFORMS TO DESIGN CONCEPT WITH I BK,=BM BOAR FLOORLOADING 1 RM1=RIM BOARD REVISIONS NOTED J o o o 0 0 0 �o 15 DL E LL L! 2 ILL LL 2 2 ❑ NON-CONFORMING-REVISE&RESUBMIT = IBM31 REFER TO STRUCTURAL PLAN FOR ADDITIONAL ILL I POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �� I - Li - - _- AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 5I' 88 �: PRIORITY OVER THIS SHOP DRAWING, 'E I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. By Jeremy Pfarr Date 10/16/15 °a° LL 3 of 4 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA MILBRANDT ARCHITECTS I BMEI M I RM1 ! a II MTM Mme 9 II IPPI i M. `__ _ R :„„9; IBM7 Pr ' ra IAOORV PLUM ING�O !1.` `' DO NOT: Loosen,remove,cut or notch any part of the open web joist. I Pacifi umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS <, COMPANY SHEET 2 OF 2 O -o 1) Co r- W n Co.)W O "0 F---- > -- v . s ` Om _ mm OO 9-1--m w o W y G as.= ). "-- Om O co Z z W N Z 52-5i' , 13'-0' 39'-5' °, 0 0 20 m 2 n =iim z - - C 0 En co c —' a m • t 1 1 Y` ;. 3 66 IT-, a m II M \\IN: 1 c yy Do m m I > mT 0. _ Er c? ^) N m N CO Al y M 'ir4ii C mialoM 0 co < o730_,wm p .90 �. pl C O<ZcxOOZ>zAym i Q- �mmcbzz-n o- -o ,�; ,„.mOZZa)mr 0 OzzpmWmnm O Ozm� _,ApZTm vO,,000nO- N mm-Z - cO aOumcmzC -z< 0T1:U=1>m„›-P-,7,On Cf OOOOz<mzr cr-c0-sm N -1OmmZ�273ccnTOR O ! �_ _ / / 1 �✓ O. c nc3c�mOi .z�73 I .< Hi-xoco N Z 00Upcn ' • N + �� n v V o 3 AI cr Com■ y to 1 E1 : I y r wir t °; �'". 3'4' I 38=10' xj LUNI-URMS I U UtSIUN LUNCEP I o 1012' n CONFORMS TO DESIGN CONCEPT WI H 52-5'.. _ REVISIONS AS SHOWN ,� 9 ,... " INON-CONFORMING - REVISE AND RESUBMIT 3 I ❑X CONFORMS TO DESIGN CONCEPT a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE CONFORMS TO DESIGN CONCEPT WITH -i WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c' ❑ REVISIONS NOTED -a w FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 30 g 0 NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. n.1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING I N C PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS