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Plans (28) /17. /-7..,2e/c, Sao �1i 7 ' / 5-4v ,Zirr�� L I I_ — LEGEND: N 262 9 I I I ss SANITARY SEWER PaciCC I Community -. , M4 V 258.9 —SD STORM DRAIN 47.0' _ _ _ _ — Design —w WATER LINE ffE I 12564 SW Main Sheet I 'e 1 ® • MANHOLE Tigard,OR 97223 / 0 / V) ,.'J [1]503-941-9484 1-bi- I° ,,ti I N 0 ■ CATCH BAS I N 22.48' DATE: 1/14/2016 I r 0-' STREET LIGHT REVISIONS WI o Qf 1 ( STRAW WATTLE PERIMETER NO. DATE DESCRIPTION t, EROSION CONTROL i ( N I _r r STREET SECTION, SEE N ! 84 CONSTRUCTION DOCUMENTS 4 0 PLANT (2) 1 STREET ' $ 4,188 SF 1-HR FIRE TREE: 2" CAL. o ,o BUILDING: 3413BR r RATED EAVES GOLDENRAIN TREE/ •' u N FF= 258.94 ` - 3.52' KOELREUTERIA � • I o SETBACK SUMMARY PANICULATA I 9.48 ) al 85 FRONT SETBACK: 12' N , I .°,411 I SIDE SETBACK: 5' UJ Ib0. IM STREET SIDE SETBACK: 10' z 'ti - Ik GARAGE I REAR SETBACK: 15' Q �I PORCH SETBACK: 8' Q I GARAGE SETBACK: 20' \ piC SRCHI 1, �i , 1 0 I 11 , r I I Lr_r�__1 I �' VISION ,=;;;;"'2 —24.52'-1 I PU0 — "_' ; CLEARANCE a L �^ Ilkk1vo. 13.67 — _ '"-111C--=0 I .� - LOT COVERAGE: TRIANGLE �`����,�?= . > 257.2 °D AZ 33: ' __ .4*_.,. .V LOT AREA: 4,188 SF a y 5,6 tine 258.2 °'..,y `' RIVER v iirer ,? i (1 — q BUILDING FOOTPRINT: 1,469 SF TERRACE N SIDEWALK \\ ; �, f N , SANITARY LATERAL ` 1 WATER METE' -\ COVERED PORCH: 151 SF NORTHWEST SS SS SS / SS S$ CANTILEVER LIVING SPACE: 0 SF 3 �\�� STORM LATERAL ASO \ 36.00' SW SABRINA AVENUE COVERED PATIO: 0 SF 00Q AllAisik• l , - SD I DECK AREA: 0 SF o LOT 84 o II \ \ w TOTAL COVERAGE: 1,620 SF 00 N14 r/ \ �ij PLOT PLAN vi ��,i�"� r� .� r i' 38.7 % _ ji ! _ a tis . i a . 1•. . A\.4 d71_ 6- IMPERVIOUS AREA: 2,318 SF o 3 4 a \ .0` \\ /ti \\ a l '\;\.. /f \ c Zi CITY OF TIGARD 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Ap}proved by /Planning (I) P_ ��`e• j�/j/i/V PROJECT NO.: 395-037 2 S 1 W s TYPE: CONSTRUCTION / V V Initials: L - SCALE REVIEWED BY: PRE ro LOT 84 (R-7, MEDIUM) 10 20 co RIVER TERRACE NORTHWEST 1 INCH=.20 FEET Q.Z 17485 SW SABRINA AVENUE I ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for today's builder- "",..°'C N"I„,w°'"`""'"°"”`°•°•` These plans end 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 Rl GI DLAM LV L RI GI DRI M- „,,,, /II t �i� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any otherSOLID e1-ooN AEENS Posrs rRo,n Aeove��..,F»N , ro eeARnw ea.orv.i ,z",,,,,,u„�„ B77 AZRE ;;;GIproduct supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use oraosmenae FOaesr cmtooacrs ROSEBn¢!3 N)eFSr P¢OrnIClS „t ' ,,,,,, PEa.,TACE,e.MArcxco In of these lans,infrin es ri hts under the Copyright Act.Infrin es face liabilities that include""" II BeARnw APOST ABOVEKs na 9 P 9 99 E,EEon TO POST Amove. penalties of up to 520,000 per work infringed,and 5100,000 per work Infringed willfully. ��IIl� RFPI JolsT - nr=,_ I„ , CONTRACTORNOTES: 1,55/6NNOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ”""°" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR FInE,-,a. a; "" n,"=" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPisLocKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 rlrs. Kra 4)USE CAUTION WHEN GUTTING FLOOR LORD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS I- -1 5LEEF/N6 AREAS: THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD 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__- PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1 Tpsf DEAD LOAD I I I I J R1 I j R1 R1I _ R1 I 1 • 10,-3. '' 10'-s. .II 13'-3„- ■ -- It.• 34 O” b J --- J2 I - I'i — I� I /I IIIIMMINFAI - - III PL15-400(MAIN) I I' POLYGON. 54113 at Lth W) I I, Mrk a Material Width Depth Grada tatty Gut Lth Tot Lth 6 = jj JB1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 -1 �� n� JII,1 - J,1 -_R1 R1 OSB Rim 1 9 1/2 14 144 I II - IIS, J1 RFPI-20 1 3/4 9 1/2 12 14 168 H J2 ,I J2 RFPI-20 1 3/4 9 1/2 1 b 34 544 rillik J3 RFPI-20 1 3/4 9 1/2 5 6 30 IIII J4 RFPI-20 1 3/4 9 1/2 2 2 4 .J5 RFPI-20 1 3/4 9 1/2 1 32 32 _ I J2 I B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 .Ii, J3 I, 52 BIG BEAM 3 1/2 9 1/2 2.15 1 6 6 WAIIII U J I! J2 II Accessories1 1,950-or-ITT9.5 5 - R 1 R 1 �,, J211! �_ I CONFORMS TO DESIGN CONCEPT F-___ - __.::.J 1--=Sk==. _==1 � ❑ CONFORMS TO DESIGN CONCEPT WITH . ir:FAML' a LL a REVISIONS AS SHOWN J1 K K J1 t`1 n ❑ NON-CONFORMING-REVISE AND RESUBMIT J1 N N - 1 "1 THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 6 FABRICATOR!VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIOR ITY OVER THIS SHDP DRAWING. • J 1 - _t By: Arholtl R.Solomon Date:December 3,2015 Jt J1 CT ENGINEERING INC J 1 - CONFORMS TO DESIGN LONCTPT J1 -l.}- ❑`aDEv"sow TO DESIGN CONCEPT MGM El NO - ISE IS.USN J1 — - R e re 8/12/15_ 1 —J1- MILBRANDT ARCHITECTS • ::::.62 <:�::::...................._TTS • • Ii J-1 I II J3 J3 - I J3 IMPORTANT./ / — REFERENCE INSTALLATION START START GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION I PORCH i HERE HERE i PORGH ' LEGEND: Pacifi umber 0(H ._=HANGER GALLOUT �%'. �® -SUPPORTING POST & TRUSS -: COMPANY ® -POST LOAD ABOVE R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (505)350-9665 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 5413 ABD(NEW) JB -JOIST BLOCKING GUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 11/25/15 B -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENPERSON DATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BOO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 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 0 . Products 41 4 PlotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 4 `? RM1 42-00-00 1"x 14"APA Rim Board 1 1 � IRM1I 1 ��1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT — —_ +.- RM1 22-00-00 1"x 14"APA Rim Board 1 1 Z i�'II A RM1 8-00-00 1"x 14"APA Rim Board 1 1 El CONFORMS TO DESIGN CONCEPT WITH ''="' t e HVAC RUN RM1 7-00-00 1"x14"APA Rim Board 1 1 REVISIONS AS SHOWN IrdliRM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT , BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 II THIS SHOP DRAINING 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 140000 15 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 I - - . . BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. D, - N N N N i N N N N N N BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Solomon Date: December 3, 2015 I 0 0 0 o o o o 0 2 2 2 L ''2 2 2 1 2 L 0 2 2 2 g LL ILL LL LL LL :LL I BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC IJ BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I NI CONFORMS TO DEWN� pT BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 °:,'','.2r.7.17'"''''''"wTM BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 NON CONFORM.-REVISE IL RESUBMIT c BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 6601 1 1 aexaFBBw 8112/15_ g B, MILBRANDT ARCHITECTS 1a BM1 15-00-00 5-1/2X 14 BIG BEAM 1 1 11.5 3 i:K1 I.s C ._ a_ M =' I ,�- ,BM ---v--°-4_06..,,,', --4 .--�-i _ _� 1a-0v �I B B i 3-05-14'7.. e-. _. IIL. n ,I = III. _ ACCESSORIES QTY M1i I : 1 R II 0 TH017140-2 44 l I 1 © HUCQ1.81/11 5 �I II It HVAC : CC HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' i § I II 0_ CO I H FLOOR LOADING BK1=BLOCKING �I RM1=RIM BOARD 40 LL M L3 2 §. o o. 2 [2 u®u.i 2 2 2 2 15 DL i i I 2" 2 $ IISi 0 a a REFER TO STRUCTURAL PLAN FOR ADDITIONAL 7- on- I POST TRANSFER BLOCKING CO m I AND SHEAR BLOCKING REQUIREMENTS. it N 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN jI I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. II rK11. II I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA IEW BM61 1 I_B AP) II LL- `N 8,r� -1 N - 3-0 4 4 IE ma] BM61 RM1 IBM3 4111111. , 0 6-08-00 �0 I// `I! I Iii Pacif umber °t q �'- START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. 111 JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 ow � (,a D. m z `m m� jO CD ea Zi cc o = a XIm 0 zfil °0 c z � 81-0" I CD0 CD j 12-10' 8%01 ., °. n o ' 49P .-% C IP tA AD Z D3 cri rn 1. , 4 e I I e c. 21 mz Ci) ° 03 —, I'. 1 ' c n 3 2:.6 mFn- P�1 1140a - \ 1 ElhL CA iim NI 44 r �-�' DJ pis mi Wolk wD mmm � C � CO CO CO W a i , \ ` ? ? ° PJ2y wA &., t L. W N + .� . IL __. tits -150 ID Wilk C Ca L_ mommilmlitimmoimmo 114 IN 0 7 /412 vvmi�mmCO _. CI/.' t M tp.... 0 5<0x-o(_vmHmOG z OOz>z-o�m Q. �mm0,zzm -vmv M liDZOWmwG)M°MZ , ] El ..... O OozZmzD.m.z. / II DZZ C7 o vis 2 CT 0-orn0a3m7-cnEZ< AP ZZOTZZZOCmv7CZ�m35 m O -4 mi, CI M r N 'G = ngCp7o :, ii z 0, cn cn ill SD iii 41b Bil 00 41 a3 122 r. X, Gm) 0. c =iii ii N tel _ ii° w ' lig C 01 C C K Si a . 10'%51/2' I-_- 42-0' 51,51a EXI CONFORMS 10 ULSi(N CONCHI'r ❑X CONFORMS TO DESIGN CONCEPT —7 CONFORMS TO DESIGN CONCEPIPdVITH on 3 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 0 ❑ REVISIONS NOTED ❑ NON-CONFORMING — REVISE AND RESUBMIT H NON CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE > ellTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Z N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -‹ MEI c FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ori 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