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Plans (31) /1/5 4a/C - 0/9 yam, (7'icr Szt, Saw/4 i1 '`-264 __ P LEGEND: ss SANITARY SEWER Pr'1CII lc 260.0 I ----------262 261.9 —SD STORM DRAIN C:Ommuni0,/ _ _ _ - - 48.0' Des 1izI1 - - '{ - - - —W WATERLINE I 12564 SW Main Sheet I 260 ® • MANHOLE Tigard,OR 97223 I 1 [f]503-941-9484 I ■ CATCH BASIN DATE: 1/15/2016 1i 25.01' I — — _ 0-• STREET LIGHT y — REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I I 0 AMM EROSION CONTROL Ir - © STREET SECTION, SEE 1 CONSTRUCTION DOCUMENTS I/� I I I. 1' 4.00 l;�f 4.0 88 i 0' 4,320 SF SETBACK SUMMARY 87 I� I BUILDING: 5DR .' 89 FRONT SETBACK: 12' FF= 260.95 I _ SIDE SETBACK: 5' II 1 I I STREET SIDE SETBACK: 10' III GARAGE 1PORCH REAR SETBACK: 15' SETBACK: 8'; 1 ♦� 1 : GARAGE SETBACK: 20' 1 Ie T— HPORCH --.i- L - - a- - —Do II — _6.00' 1 _ _ N 'O _°i 1 20.00 U PUE 1° 4 — `_�-- 17.00' _ 15.42' LOT COVERAGE: ° --—.258.6 _ - /` / . 259.3 �I�' _ _ �' ;/ /Vs, i ^. 48 / II LOT AREA: 4,320 SF /i1 ;; ,' :, —. F - RIVER ,, I �� f l :� �I 11 � sf ,,Yf << ; �— 3' ROOT PATH SF TERRACE rvi -- J. s * BUILDING FOOTPRINT: 1,826 x r--= -_`------- -t ---h- (N.1 ,71\\\\ SIDEWALK , ,,/f ��, tt;, _ .. w WATE MITER/ / ` `�/ PLANT (3) STREET COVERED PORCH: 54 SF \ NORTHWEST N ) \ �� —r +�� - TREE: 2" CAL. JUNE ti SANITARY LATERAL ;- SNOW DOGWOOD/ CANTILEVER LIVING SPACE: 12 SF A CORNUS CONTROVERSA o6 36.00' N SW SABRINA AVENUE 'JUNE SNOW' COVERED PATIO: 0 SF o STORM LATERAL SI. SD SD I SD SD DECK AREA: 0 SF LOT 88 co' — W �� TOTAL COVERAGE: 1,892 SF PLOT PLAN f� a. T, - 7.7- 43.8 % 0- a.°a% iIMPERVIOUS AREA: 2,658 SF 2 ,i \ 8 E ` —�,-.sem I �� a �, \15 0 '5 b i CITY 0 - TIGARD RIVER TERRACE NORTHWEST (503) 221-1920 Approved by Pi nning (i) p, PROJECT NO.: 395-037 % 2S1 W6 Date: /Obi /tY TYPE: CONSTRUCTION LOT 88 (R-7, STANDARD) Initials: LS'` 0 510 20 REVIEWED BY: PRE RIVER TERRACE NORTHWESTiiiiiiiiii!!!!!!!!!! ffZ 17415 SW SABRINA AVENUE 1INCH=20 FEET x PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM'. quality engineered wood products for today's builder "0tfY1f°"""'-"' ,.�„� ,,, II These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. Z,;„,..., The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG'DLAM�LV L RI Gl DRI M" souv elocK au I I _ / Use of these lan5 b an other r.,.�wW„ ,I Ili vows rxoh neove Gom an,which retains co ri hts to,and ownershi of the tans. tan P y Py 9 P P P N y ° product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSERURO FOREST PRODUCTS ROSEBURG WREST PRODUCTS �1C _ , I copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ' - ` i eetory rorozrneeve penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. ��/Hill �RFPFJoIST �O„ ROSEHUR6WREST iRO0UCr9 CONTRACTOR NOTES: 9E5/GN NOTES: >a°.o-.°° CONDITIONS 1)VERIFY'ALL FRAMING FLOOR SYSTEM AS MAIN FLOOR 2)ALL FOOTINGS PER DESIGNER'S DESIGNED ER'S PLAN SIG D TO MEET OR Zi5w •77----a ,.M��w-� .,,,°a...°m (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1�-O° EXCEED THE LIVE LOAD 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPP''BLOCKING PANELS WITN BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.T.G. 4)USE CAUTION WHEN GUTTING - FOR PLUMBING FLOOR LOAD/NG: V 5)PROVIDE PROPER SUPPORT AT ALL psf OD L 1 2 SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD • This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all I I I I shear wall blocking placement and connectors ROOF LOADING: I FRAMING FRAMING Purchaser responsible for approving this 25psf uvE LOAD 'PATIO HERE HERE\ PATIO' layout prior to any construction. 1 Tpsf DEAD LOAD I I I 1 f@-I1 I Il ,KMj --1J II Js !I, J t al J t h.--a5 ® CONFORMS TO DESIGN CONCEPT �-�'�1 R 1 --------- — —— J1 - Jt H- __ — 4 J5 _ ❑ CONFORMS TO DESIGN CONCEPT WITH \ -- ----- — 1 �� — a} --- F� ❑• REVISIONS AS SHOWN NON-CONFORMING-REVISE AND RESUBMIT ,,- ----- -- --� 3= �_� -- ` $,g-Jd J5 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 WITH THE DESIGN PT ONLY S NOT RELIEVE E - __— -___--- -_--__-__, iii -__--__- _----_-- _-- __ 7T--------- - - --- ----- -- II-,15 - — ---- ---� FABRICATOR/VEND R OFERESPONSIBILITY EFOR CONFORMANCEWITHTHE J32R 1)1$2 II' ' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -`}' III —__ _ J1 1 R--}- —_.J4 .. — ---.---.. -- - __— OVER THIS SHOP DRAWING. H _- Ji 1 ...._ -_,..... B2 __,„-,,,, I,=, ._ =B3 -_._ J 1 By: Arnold R.Salomon Date:May 11,2016 R1 Pr J5 J5 R1 CT ENGINEERING INC --- — ; ------ ------ ---J1 - — — - ® JG — r 1, n -- --a 1 J1 -- r -- ----- ---1 J5 li ❑X CONFORMS TO DESIGN CONCEPT J5 •' — J1 J1 __ J5 ❑ GN CONCEPT WITH CONFORMS TO DES' l REVISIONS NOTED II r.l }etc - �- I .j3\< I1 c ❑ NON•CONFORMING-REVISE&RESUBMIT J— L j --- —J_}__— V V a �� '"+ J THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ____ -----r4-13-1---- ___ _ _ _ _ ___ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN i• iii D3 J I'1 J 1 B} DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE — - _-- --- Iii — __ _ — J2 — PRIORITY OVER THIS SHOP DRAWING. R 1 ® ® � R 1 By Jeremy Pfau Date 5/11/16 F ' — — 1-. 2_-- el ° -- — -42-— -- MILBRANDT ARCHITECTS J2 LL J2 u ' V K • - _- =�. .,,Ii. -,;1 ir v R1 li J2 J2 R/T- I J2- -- — -- ----J2- ----- ------ 1 ' �-}2-- --------- -- -- 11 \\: I J2 J2 I'I : - — -- J2 Pi -- _ 111'. J2 \ J2 Mi I''I I J J 1 Ju-2- a--.-- JB2 J t--- ---J-1--- -i PORCH f� _ - PORCH I IMPORTANT.I I I REFERENCE INSTALLATION L I I _J GUIDE FOR ALL FRAMING PL 1 5-5 5(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5D FRONT TO BACK Mrk* Material Width Depth Grade Oty Gut Lth Tot Lth B1 RIgldLam LVL 3/4 9 1/2 1.5E 2 16 32 IN LEGEND: B2 RIgldLam LVL 3/4 5 1/2 1.5E 2 14 28 pact umber (//'��- B3 RIgldLam LVL 3/4 9 1/2 1.5E 2 12 24ii, \__./ -HANGER GALLOUT R 1 OSB Rim 9 1/2 11 16 1/6 `®../ .11 RFPI-20 3/4 9 1/2 12 12 144 SUPPORTING POSTCOMPANY J2 RFP'-20 3/4 9 1/2 13 20 260 & TRUSS ® -POST LOAD ABOVE J3 RFP'-20 3/4 9 1/2 2 2 4 J4 RFP'-20 3/4 9 1/2 3 14 42 R -RIMBOARD J5 RFP'-20 3/4 5 1/2 12 30 360 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LVL BLOCKING J6 RFP'-20 3/4 9 1/2 1 10 10 PLAN JB -JOIST BLOCKING J1 RFP'-20 3/4 5 1/2 1 26 26 CUSTOMER:DESCRIPTION/NUMBER:POLYGON 50 FRONT TO BACK JB 1 BLKG RFP'-20 3/4 9 1/2 25 3 15 J -JOIST GALLOUT JB2 ELKS 1.15 LVL 3/4 9 1/2 1.5E 6 3 18 PLAN DATED: 1 1/2 4/1 4 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KA/41 L.HENDERSON PATE: 2/1 6/1 5 HPR -HEADER(BEAM BELOW JOIST) H 1 ITHO1 1950-or-ITT9.5 4 BBO-BEAM BY OTHERS 5-5 3 (MAIN) SHEET: 1 of 1 POLYGON 50 PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty hRM1 48-00-00 1"x 14"APA Rim Board 1 1 � RM1 40-00-00 1"x 14"APA Rim Board 1 1 ,4� RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 1.1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 = BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 O o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 M� BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 -s .E a - � M3— Mil o OA BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ®• BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ■ ii ' BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '0°" BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 m ! BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 BM6 7-00 00 3-1/2 X 14 BIG BEAM 1 1 N'0in E 4 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1I IBM ��4 BM11 4-00-00 BBO2 1 1 1 403-0 O l FLOOR LOADING; i �' BK1=BLOCKING 40 LL �' RMI=RIM BOARD Iiiii 15 DL ACCESSORIES QTY I ® TH017140-2 26 © ITT14 3 II I 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' . © HGUS412 1 elm I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN REFER TO STRUCTURAL PLAN FOR ADDITIONAL (�A� co POST TRANSFER BLOCKING 6-0 -0-4 I / m AND SHEAR BLOCKING REQUIREMENTS. O — '�— 4. laiI',.— I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. _ _ __ I _ (FLOOR DESIGNED TO MEET OR EXCEED 11460 DEFLECTION CRITERIA rIBMSI IRM1I I WHERE PLATE NAILING AT A T SHEARWALL ABOVE EXCEEDS ONE ---- M - �' WI ER R IMMATERIALAIDE ADD'L S EOD.G OR O CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN Z coronomos TO DESIGN CONCEPT El (24x36 SHEET) SCALE: 1/4" = 1'-O" 0=E"xnsiNCONva wH NON-CDNFORMING-REVISE AND RESUBMIT S ""e wLTHIS SHOP DIELIES HOS SEEN EVI EYED ICA CENERAL CJY JAIANC 0 NON CONFORMING-REVISE IL REsuemIT 'YETI(THE DESIGN WEEK NO AND DOES NDP AELIE E HE Paci umber FATS.ABDAIVEN5DA D A PDO:91LITY FOP CNF.AEWN. 11.1 HE DES.GN DPAIYING.AND 9 E Ci ION ELL DF WHICH HA.E E5105.7 DVH TY..6 BIpP OPA'Ylha. DDNTnADA IHA'1 VHIF1'A.l..hE1'.F9N-/. Ely a i ZE. o m_2(Al_ By: THE A.Eaton Date:reateMeeo I9.ECM Ot TRUSS -.:..' COMPANY MILBRANDT ARC HITECTS CT ENGINEERING INC -�.