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Plans (57) 70 Z 6w 546Uf LEGEND: Y t`4`° f� 1 _ SS SANITARY SEWER Pacific — —SD STORM DRAIN C ommun 1 —w WATER LINE Del}il 12564 SW Main Street // fin+ 1 ® • MANHOLE Tigard,OR 97023 f' I — — +— �-- — - DI S03 941-9x84 � '� ■ CATCH BASIN DATE: 12/16/2015 SS �` s0- IONS D4 3 - STREET LIGHT TRACT J 19.00' 20.00' oo �o. STRAW WATTLE PERIMETER NO. DATE�ISDESCRIPTION 253. \I > SD i 4.00' 255.3 3.00' EROSION CONTROL — — _j\ 34.0' — V PUE STREET SECTION, SEE I �1 — 0 CONSTRUCTION DOCUMENTS 1T1 ►/ IFLI I I r'- 1 I I I ? �/ I I 1 GARAGE I I i Ii I r SETBACK SUMMARY 1 , I 1 I , ' 0 I I , II II II__ I, I I .‘ FRONT SETBACK: 12' ' / IN I '* _ i r, SIDE SETBACK: 3' 15 I — STREET SIDE SETBACK: 8'IIrI1 I r, 1 REAR SETBACK: 3'j4" i I`J PORCH SETBACK: 8'II 3.50' /it1Ii • – 4.50' I' l 1 I. I 1 I I: 71 id 00 70 I I 69 li I I1 II '/o' i I I i i I 1-HR FIRE 1 j+� BUILDING:10 2,720 76 1 I ' 1 RATED EAVES i III: FF= 256.3 I I I1 f4 , ' ' ' III 1 1 N �� I e i �J I --- I LOT COVERAGE: J I r -- I I PORCH I I - O a a I 1 --- - •_�'. IC I r3 ••I -- LOT AREA: 2,720 SF L -- _'_6.00' _ POLYGON AT 0 245.1 ■O 20.00' 247.7_ PUE E •rte—�"� 14.56' -_ - BUILDING FOOTPRINT: 1,309 SF SIDEWALK WEST RIVER Lt.. —� v+� w ` �1 �%� COVERED PORCH: 203 SF TERRACE ° � PLANT (1) STREET . . �� 34.0' Q' . o o�' ��q cm ' - 1"� -e�1 �, 11111101411 CANTILEVER LIVING SPACE: 0 SF a TREE: 2"CAL. JUNE ��o �� SNOW DOGWOOD! Amy" / COVERED PATIO: 0 SF li CORNUSCONTROVERSAv`JUNESNOW' / i A,. DECK AREA: 0 SF w w `` STORM LATERAL ``! WATER METER LOT 70 I I I TOTAL COVERAGE: 1,512 SF PLOT PLAN N SD ' SD S, SANITARY LATERAL s� t 36.00' a a 55.6 % I- C1 SS SS Ss I IMPERVIOUS AREA: 1,860 SF a SW SABRINA AVENUE — Ss ss 2 ...s. /AWL U.A Alli ?ii. 411/11171 . i �1._���».Mme �.: � i�.: �� � _ � II _/� ��/ --_ --0 — CITY ®F TIGARD Approved by Planning POLYGON NORTHWEST (503) 221-1920 pate: -�,^.�^^II-�CA- 3r.--, PROJECT l� PROJECT NO.: 395-029 CI O 2S1W6 Initials: TYPE CONSTRUCTION O SCALE REVIEWED BY: PRE LOT 70 (R-7, STANDARD) ,o 0 POLYGON AT WEST RIVER TERRACE Z 13702 SW SABRINA AVE 1 INCH=20 FEET 1 ` ROSEBURG FRAMING SYSTEM'" SII oaE.R„� T. PACIFIC LUMBER COPYRIGHT 2012 CP At _t< - 11) t' _ .�.....Nu..0 ,...,, These lans and the desi ns arc co ri bled under Federal Law b Pacifid Lumber Go y $p� `11 Q m' Bu» d 1 p di> fo�r+�d°t'"s 6u1NJer p 9 Py 9 y mean 2012. CP t �� The plans may not be re-used or s to.a,in whole or part,without written permission from Pacific Lumber i RI GI DL.AM LVL RI GI©RIM' soLm e�ocK.0 resTSSRo�..eovE Gom en which retains i t t - w ,) p y. Gopyr gh s o,and ownership of the plans.use of these plans by any other Psr.0 sau.s«DLL..MATCH/ SER cerw OSTAOV product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,Ir ' -- - ,III eELaa,o�oS^o� copying of these plans,infringes rights under Che Copyright Act.Infringes face liabilities that include , (i q�"w '° n Ro �� `� ! penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfully. i ;►41 II!Ilt ! u�J Rr�©sT ,.,v.-w�,.-„„,�„„.m.”- „,,11 F q=g1 -! T�,*[- '',�- F•' 1)VERIFYLL FRAMING CONDITIONS THIS FLOOR NOTES: THIS SYSTEM WAS "_T;;;""'"""`°""'°m” ;E 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ..P,.e., w..... "' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPf BLACKING PANELS NTH SEARING WALLABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 5.15. NTS. 4)U5E CAUTION WHEN GUTTING FLOOR LOA17/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SLEEPING AREAS: 30psf LIVE LOAD I I I 1 2p5f DEAD LOAD ROOFLOAP/N6: 25psf LIVE LOAD 1'psf DEAD LOAD R1 JB........ -J$ REVISED5U7/13KLa FL 1 2-1 45(MAIN) POLYGON -IBC JSJB -- Mrk• Material Width Depth &rade Qty Cut Lth Tot Lth • PATIO .....,,. ............... . ____. H_u ......, a-„,,.F...,1 ,;,H. R1 OSB Rim 1 9 1/2 6 16 96 PATIO .J1 RFPI-20 1 3/4 9 1/2 4 16 64 J2 RFPI-20 1 3/4 9 1/2 10 26 260 ....I J3 RFPI-20 1 3/4 9 1/2 2 28 56 I I - J4 RFPI-20 1 3/4 9 1/2 5 22 110 il I .....'J4 ::::' '- J5 RFPI-20 1 3/4 9 1/2 1 8 6 `� Jb RFPI-20 1 3/4 9 1/2 2 2 4 JB1 -- 11Sr I J4 - ... - -. .. -J4 .._e 1 ......lr 431 J9 RFPI-20 1 3/4 9 1/2 1 18 18 415 PI-20 L ;JS. J¢... fI. _... 6RFIOL8m 1 3/4 9 1/2 4 4 1 3/4 9 1/2 1.5E 2 14 16 -- �b J JS 61 RigALam LVL 28 B2 -- JB 1 1 ._- J 62 RigidLam LVL 1 3/4 9 1/2 1.5E 1 8 8 r JB1 BLKG RFPI-20 1 3/4 1 1/2 19 3 57 -- II JB2 BLK61.75LVL 1 3/4 9 1/2 1.5E 2 3 6 , __ ...... __ i I 42.... El ....... U J _... _. 1.- 22_1- o O _. Accessories ei 'l _ J2 H 1 ITH01 7950-or-ITT9.5 6 e co ..._ k : ... OR1 c,4 O u_ IT_ R1 ... ... K .. __ Ri .....:.: J n l n . ._ t N. _...........__. ......_.._ _. J2..... ..... ..........___- ___...._.._ ... o- 2 • 1 .1 ... ' J32 JB1 -- :.1 43 JB R 1 IMPORTANT/ J54 ? REFERENCE INSTALLATION BT....... J, J1 I I B 1 j GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION J 1 I 4:} a R1 II J51 IR:, J, h 1, paciliAl I �I . A � FRAMING '' I —� 1- FRAMING START LEGEND: FRAMING L HERE PORCH PORCH 1 HERE & TRUSS COMPANY ( H '—-HANGER CALLOUT I � I ®/ -SUPPORTING POST PLAN DESCRIPTION: TBG I— ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD Z CONFORMSTO DESIGN CONCEPT PLAN NUMBER: "IBC LB -LVL BLOCKING D CONFORMS TO DESI"•.I CONCEPT WITH PLAN DATED: 4/1.1/12 PL 1 2-1 4 8 REVISIONS AS SHOWN -OUR LOCA 77045- JB -JOIST BLOCKING ®CONFORMS TOOEV6H..:rPT D NON-CO'•IFORMING-REVISE AND RESUBMIT RE MODELING camel., ENIP DESIGNER: J -JOIST GALLOUT .. 0 xry ”'""nwnx TH1.SK.P'2AY,.W Mai 3E-Ek ME0EE0 Rt,:epAL"LSF^3Wv x 15100 SW SCONES FERRY ROAD B -BEAM(FLUSH W/JOIST) I 0 R:KrmO rctrniMc-EEVs[&x[StieMn 2 M Ni 1 55 Mar A S:L S L 4E-i LAKE G(503),OREGON5-ges$91035 k-kd. t0. P .k.9L f 'LEtF SE 21, S (503)858-9663 KAMI SELWOOD MAIN FLOOR JOIST LAYOUT 1A r_ 5 P " "" ` ' NOR -HEADER(BEAM BELOW JOIST) - "" .k Hs 0,1,1' Fn - ,F_ k F. IEN'I TRUSS OFF/CEG CONTRACTOR Y DATE: -I/23/12 BBO-BEAM BY OTHERS SCALE: 1/4"-1'-0' P, ..S „ /[: _ Todd I___ , t:-fectamsr 3o a,5 LAKE 05/NE60.0RRP-i5.0N Mt ERUN0 ARCHITECTS CT ENGINEERING INC: (503)858-9663 SHEET: 1 of 2 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 Products 9-06-000 ..t, 0 PlotID Length Product Plies Net Qty RM7 46 00 00 1"x 14"APA Rim Board 1 1 RM7 28-00 00 1"x 14"APA Rim Board 1 1 IBM1I 0 RM1 17-00-00 1"x 14"APA Rim Board 1 1 8 RM1 14-00-00 1"x 14"APA Rim Board 1 1 01'1-01(!)1l01,5 1k RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 N g N N f;' N N N 04 N N N BM1 22-00-00 5 1/2"x 191/2"Glulam 1.8E 24F-V4 DF/DF) 1 1 0 u. u. u_ 0 u. 0 0 u_ u_ o o BK1 14-00-00 1.5 RigidLam A. LL 1L LL LL LL LL LL LL LL LL. LL LL LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I If BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° a 1 1 _ s i �illillj BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ill 1 I __..._ B"""'I —. — ® I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 0 F03 CI o F03 ACCESSORIES QTY ti I ® z F01 _ e TFI414 24 '� © TFL1714 1 ® •d'.€ e 8 1x14 OSB RIM FOR SHEAR BLOCKING 30' Io © HU412 13 F06 BK1 BLOCKING FLOOR LOADING -..1. RMS=RIM BOARD 40 LL i Mi 15 DL � � REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. 1 e Illir ItSHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 11111111.F06 �� 1 `, \ I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. e• �.. 1 FLOOR DESIGNED TO MEET OR EXCEED 1480 DEFLECTION CRITERIA F06 1 ®coo...TOO..TO O..w cd"c.P< • • Ai 4 0 ,( w,m welpn- n 11.1111. 1. G I Icv Allik• p r"'"'",`";-,..=`,T',. '.."."'"1;1:11 mwae. F09 10 iw59 1 " .= nv 09 M IBRANDT ARCHITECTS F� F05 e X CONFORMS TO DESIGNCONCOPT I/ `Il. _. F09 �■ c....\.... ��. - Ej COISIONS 0SHOWNCOh Pf't.'.:t! \ •. A Rta1 REVISIONS AS SHOWN NON—CONFORMING REVISE AND RESUBMIT 1 4 5.51P 74750 FU(CO 01110111.A;VEP..001(7 011 KT!. £ fik I052'ONLY AC J � L E 'N RM1l Tagg:7`09/1215005 1 P KITL:T•9911 1011 A T'T5E DO NOT: 01117,05.5g5•11.0 TPECT519.171051 AL.7*195 0911 51117111 5-07-00 C N - OHIO 7.99941. 010101.1105 5A. 51:015,;51. 110910.5. Loosen,remove,cut or notch Todd A.Seto Se010010r 90.2015 any part of the open web joist. CT ENGINEERING ING - " Pacia tuber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2