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Plans (45) 17z-t c 7 .s74--' heer, / s 7- 0, 7 —0,-)C,Q 2 ---It- i I I 1 J i_- — l" LEGEND: �"�„/ ss SANITARY SEWER Pacific I° — — _ _ _ -- 293 2 1.1 SDSTORM DRAIN Community — 292.0 22.5 ` Vd WATER LINE Design 9 8 ' '�Imo_-*-------1 ; 12564 SW Main Street ‘8.1.' 1 __ e) MANHOLE A Tigard,OR 97223 ldi�li_ F *1 �T�"M I � —_ IT]503-941-9484 i — 17.13'-�- -- I — -- CATCH BASIN Dare 12/08/2016 I - I — STREET LIGHT REVISIONS -- h 2.91' I 11 ,. STRAW WATTLE PERIMETER NO. DATE DESCRIPTION -r-- EROSION CONTROL fi — — — 11or 1 r ; STREET SECTION, SEE ; I CONSTRUCTION DOCUMENTS 1 1 I 1/ \ , 1 , I I I I I 10� BUILDING: 3413BR , 1-HR FIRE I I�j FF7 288.2 I i 1-HR FIRE 1 yennpnnnpnpppwn u = .Hr ,:a.nanauenupnpee, , RATED EAVES 126 11 SETBACK SUMMARY , I RATED EAVES I lei 124 ' 1 1 1 e j 3,632 SF 125 1 , I K. FRONT SETBACK: 12' ' 122 I I 3.00 • ' \ 1 SIDE SETBACK: 5' I STREET SIDE SETBACK: 10' I 1 i 123 a, l i 1 1 l , N 1 I 11 1 1 REAR SETBACK: 15' I 4`II + 3.00' 1 i PORCH SETBACK: 8' Y I , III N GARAGE 1 + ti GARAGE SETBACK 20' f E I I , I I r I iii---- 11 I 1 f o I I 1 � i SIDEWALK I `''-- °1 Lt H ->_=� --- ILrH 1 I 1-- - PUE 20.00' _ o 01 — — o _ — — — � — 1 `I� 12.73'— — - - , __ _ _ LOT COVERAGE: v I 1 — ch \ - - — — !, __-.Y . LOT AREA. 3,632 SF A: ��=- �4- , - _.- _ - z RIVER w _-`--- x — T,\ _; --�,_ .._ ..__ . /-----------7I' �_ 286.8^ _ _ BUILDING FOOTPRINT: 1,469 SF TERRACE ___ 0, �,\ r _ ERRA t., , _� 285.2 v ..� 1 55 — C N , _ =- : � WATER. METER SS -7-1-- 2 0 COVERED PORCH: 151 SF N m ______ _ \9---1- — s.o ' NORTHWEST 5 O �, -- — SW SHADOW TRAM-STREE CANTILEVER LIVING SPACE: 0 SF SANITARY _ SD --C.--;; LATERAL —_— _ SD;- �� v ,. oI - COVERED PATIO 0 SF — p SD M _ — _ — t DECK AREA: 0 SF N -- - W - TOTAL COVERAGE 1,620 S LOT 124 ---,"4 ". VV i ` �— __ ,- 0 rlrl�l�rN:.---- • — _-------- - JPLOT PLAN ;� nm 1 _N _ _ -� RM LATERAL - _ 3� - STO LAT ,,,,'?"-- --r , -_,-___ 44.6 % o PLANT (1) STREET TREE '� -`� =- - i 1 , ' - % _ "-~ 'l ,' I i — — — - IMPERVIOUS AREA: 2,211 SF 2" CAL. SKYCOLE j - - - — -- 1 _ °cT_ [ `, _......__ HONEYLOCUST/ GLEDITSIA - : I - -t- — -- 1 t _ ".- -\ TRIACANTHOS INERMIS - - __. _. - ---\---' I° ---� I I I v ( — �� I 44 I _ __ 1I r O -- I I -- I I r---1 t 1 [ .... _I L i —.___.._.._ g TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 CITY `F O Planning PROJECT NO.: 395-037 0. 2S1 W6 Approved by Planning TYPE: CONSTRUCTION LOT 124 (R-7, MEDIUM) y ► � SCALE REVIEWED BY: PRE 10 0 M RIVER TERRACE NORTHWEST Initials: 1 INCH=20 FEET 17459 SW SHADOW TRAIL STREET i PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" ". �� quality engineered wood products for today's builder.. ns,.�.a��:u These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D f_AM LVL RI GI D RI M �� .,, AlI II �i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other � '"„,,,,,,„iu , product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBIlAC3 WREST RRODUC s 11 ,^- ^ Al copying of these plans.Infringes rights under the Copyright Act.Infringes Face liabilities that Include 'V BBBETII.MBE.Or BLOCKS `� se�ory TO rosr Aeovc. penalties of up to 020,000 per wart Infringed,and$100,000 per work infringed willfully. ��., 1 RFPI=JOIST /� /��M.� �ROSEBURG FORmvGoeucrs 1 / . ,,�, iji ���� CONTRACTOR NOTES: PE5/6NNOTEs: ,,,.,„, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS RERti+ .�.=�.,u...., 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,.,r...,�,»�>.,w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD .w+�c.,No<..R 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFK BLOCKING PANELSNITH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 NT.G. NTS. 4)USE CAUTION HEN CUTTING FOR PLUMBINGFLOOR LORD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD r THIS/s A PLACEMENT PLAN ONLY. 3Ops f LIVE LOADING ED This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: PATIO ---i I----, PATIO Purchaser responsible for approving this 25psf LIVE LOAD � I allout prior to any construction. 1-ipsf DEAD LOAD I 1 I 1 R1 _J__- _ 51 51 I I i 51 L- -tI� - r r 10'-3' 10 6 III- 13' 3” _ I^ 20.1 H.. 1 34'-O" 10' 3 _ �. -__ _. J= I __ • J2 I F II J2II ------- — -_ 1 ======.______= I J2 J3 ::.11 ,:.. _ = I J2:.. 1 PL 1 5-400(MAIN) 1.. _______12I, _ II Ja=-- .1 -- = POLYGON 3413 ABD(NEVI) •J _.. _—_ _ _ J2 —. _._ _ _.. -......... a rk Materiel IdthDepth Grade Aiy t L h L Lt M • Mai W Co t To h -- - [I JB1 BLKG KM-20 3/4 9 1/2 20 3 60 Si 1 J4 Ji -- -J1 1 J 1 %1 R1 OSB Rim 9 1/2_ 9 16 144 J1 RFPI-20 3/4 9 1/2 12_ 14 168 1 J2 __.l. _ _. _ -I J2 I _ = J2 RFPI-20 3/4 9 1/2 1 6 34 544 11 J3 RF PI-20 3/4 9 1/2 5 6 30 _____ __ — -__ = J4 FI-20 3/4 9 1/2 2 2 4 J5 RFPI-20 3/4 9 1/2 1 32 32 _ k - --- 11 J2---= - - = 51 RigidLam LVL 3/4 9 1/2 - 1.5E 3 14 42 B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 _ 1 Acceeeories I( J2 - = V J - - F H1 ITH011950-Or-ITT9.5 5 _ I111� di — 'I B1 r Si - R1 � II 2 6 — r— J' J2 ff B 1 �4 `� O O J4 -, I J -__-_ _ ® CONFORMS TO DESIGN CONCEPT (3 n B1 — EL ._1 1 _-_ LL ® 0 CONFORMS TO DESIGN CONCEPT WITH J1 -- J1 t REVISIONS AS SHOWN 1v n ❑ NON-CONFORMING-REVISE AND RESUBMIT \ J1 __ J1 _.--.. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE -11 _ 6 a- -- ,----- 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORRANCE WITH THE J1 -. 6. - J1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. - J1 , _ J1 R1 R1 By: Arnold R.Solomon Date:December 3,2015 J=1 J1 CT ENGINEERING INC J1 _= :1 ___._.___..____ L _ - ®CONFORMS TO DESIGNMCONCEPT mil - --,.- J.1 ❑w°:nom NOTOpD CONCEPT wIm J 1 1 DNON CONFORMING- RESUBMIT J1 = _ - - --- _ a0.10D S aw15_ J# _ _ g - MILBRANDT ARCHITECTS J3 - J8 I I JB1 - .1.0—:J —=J3 L IMPORTANT./ REFERENCE INSTALLATION \ START START /� GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION I PORGH i HERE HERE i PORCH I LEGEND: Pacif umber H�--HANGER GALLOUT ® -SUPPORTING POST & TRUSS C O M P A N Y ® -POST LOAD ABOVE R -RIMBOARD 10515 5W ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)358-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ASP(NEW) JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 11/23/15 8 -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENDERSON PATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO-BEAM BY OTHERS SCALE: 1/4"= 1'-O" PL 1 1 5-400 (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 4 4 PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 T n4 > � r�.-� RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00 00 1"x 14"APA Rim Board 1 1 RM1 RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT I ' RM18-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH i 110°44 o HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN 1 RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT I BM5 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 - g 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. le ,0 0 0 '0 0 0 0 0 0 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R.Solomon Date:December 3, 2015 = 'LL LL !LL LL LL LL ILL ,LL LL .W W W ]W W '.LL LL W W BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC II BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IN CONFORMS.oma G"CONCEPT BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑<o"4",g,"""'mow— BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 NON CONFORMING-REVISE N RESUBMIT BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 IBM3 21-00-00 BBO1 1 1 a/MIIBRANDT ARCHITEcS A 14 Th , BM1 15-00-00 5-1/2X 14 BIG BEAM 1 1 1i 05 3 i� 1, �! i I M- j_, • O 1b 3 6-114 III 111.1 I I1 ACCESSORIES QTY IRM1I IQ THO17140-2 44 ti 1 I �� ' - © HUCQ1.81/11 5 I K 1x14 OSB RIM FOR SHEAR BLOCKING 25' m EMI HVAC RUN EC mI 1 `I IBKS=BLOCKING FLOOR LOADING Oi40 LL N 1 O O Im ® LL O IO ORM1=RIM BOARD 15 DL IRM1I ! v v v t2qWOO LL W W LL Fl..[ LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL I LI) iry POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. K1 I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA I ---- Oral-- II II B �. L'� II a P O it LcEsl - `` 1. 17 res-1 A_, II W _� II al _-j RIC I Y — H- `� IBM6I__—� RM1 � —, 0 6-08-00 �� I�'\I� \lii Pack umber q 4 �� h START FRAMING HERE > & TRUSS COMPANY V 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 o � lo co r- W a W o D m � zc) LT) � a - w �r CDWy p y a 0a ..ii O 23 CD 0 W < Z (' 81-0° Z 401-2'm `. 0 12-1 r 0'-0r o no Iu "� jo m n r „pt e e 0 -� ' t J'. r. t -=i m 4n • ), 03:< Ii, r - �- c 3 2:-.0 m 1 1 11A3. fi la whr 1 0.- per Wili10 1`! ex co N ' ► •• t m m m v, t w1 �- illk 0 0 m t rr v �` O. 0 0 0 -` o N Z Z Z y PJ2 •• ir. J ��� ►� (G w N ' Gini Cl) r •• 0 PJ A 10woi2 m 01 __ a __ 0, C O m��� D 1111, � r M AJ2 —i,.., 03 Z G)<zm 0�OG)z�z��m 7 a: �fnmy Zzm QCo o ' _- _2(„Tmo--0m _1 o -zzpmmK-mnmz ,_ �o0zmc mmo-zip ,�mmOZQOvcOo 4 1 O-omC�Amzxu) z< �r a OOod>AW>A4{o \ _ / A ,r, „.„,..,, Z<TZZQ�Tn mo • a _,_X QTSOC-IcoT�t CI C m�cmic�m���Z�� a DO C.0 _ I J cr ��DOCA �rOQ� N 9 kJ Z OOcO vi J J3 _C 0 al (6) 3 ill a Pp MU _ • r 0 ,c, 2 1 . , 0. en C 11141 9) I/N _ N ifit' . Crig C .., C C J SI .. o 10'.61 ' T-0' 42%0" = 0 53-5 lIT CONFORMS TO DESIGN CUNCEP r ❑X CONFORMS TO DESIGN CONCEPT U CONFORMS TO DESIGN CONCE TIVITH .., 3 3 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED C NON-CONFORMING - REVISE AND RESUBMIT 4 121" . H NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 14 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -4 Ella c FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY o DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By_ Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC