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Plans (4) /3631 Sul 22A)PoX me. 1116t201 8-6032' • LEGEND: ss SANITARY SEWER Pacific SD STORM DRAIN Community Design \ TRACT I —w WATER LINE 12564 SW Main Street o iii err,N2, 32q 325_ 325 10.00' G+ • MANHOLE Tigard,OR 99224 PUE, TYP. [T]503-941-9484 `�-- (1) EASTERN REDBUD/ ■ CATCH BASIN �- � WATER METER DATE: 77/26/2018 CERCIS CANADENSIS REVISIONS �.,,,, , 324,0 `/ — rq NO. DATE DESCRIPTION r" 322.4 7j —*— STREET LIGHT / - f _ — — — - 32.0' ® — STRAW WATTLE PERIMETER • • EROSION CONTROL ; 14.06' \ FLOW DIRECTION ARROW f / i I 1 STREET SECTION, SEE 1 I 1 PORCH El �� _-_-z- I �� o � CONSTRUCTION DOCUMENTS I —- I� • ,_—_ I t INSET FIREPLACE 1'�� 0 NO BUMP OUT Or 136 1 SETBACK SUMMARY �I11s% 2,944 SF 3.00' , 1 FRONT SETBACK: 12' , 03 1 11 BUILDING:7BR 1 ' 1 , SIDE SETBACK: 3' c. 3.00' 1; FF=325.95 p � , I , STREET SIDE SETBACK: 8' 0 c. FRONT PORCH SETBACK: 8' z 134 ; 135 � I;b 1 137 1 ; 138 REAR SETBACK: 3'-6' i 1 REAR COVERED DECK SETBACK: 5' , -._ 1 I ' \` , : ... 1-HR FIRE_ 1I 0Li ] RATED EAVES ; GARAGE I' 1-HR FIRE 1 1 LOT COVERAGE: \� A 1 ' RATED EAVES I � RIVER \ % , i i ( LOT AREA: 2,944 SF 1 \) li I I / 1 I I , TERRACE 3.00' — - L I , i 1 1\ 1 PUE, TYP. 16.00' BUILDING FOOTPRINT: 1,309 SF ( 324.3 EAST _L_ 323.3 L _ COVERED PORCH: 203 SF I — — �=_ _ 32.0 '— �' COVERED REAR PATIO: 0 SF — ss ss MilksS \ ss ■� ss If• CANTILEVER LIVING SPACE: 0 SF _ . SW REDFOX TERRACE SANITARY LATERAL TRACT G LOT 136 i� �,t]SI as os \,, (1S I ,; / DECK AREA: 0 SF PLOT PLAN _ `mac' `SSI' `�Q c� a "" TOTAL COVERAGE: 1,512 SF _ STORM LATERAL ►. •. ,����������iY... .. � ria�erw- 7..w :..—.��� i ,.- 51.4 % Fi --1_ I - \ ' � IMPERVIOUS AREA: 2,064 SF a 5 CITY OF TIGARD Approved y Pjanning E POLYGON NORTHWEST (503) 221 -1920 Gate' /l -2� l8 C } `p 0 PROJECT NO.: 395-041 P 2S1 W 6 II I I L �N.7 e - TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 136 (R-7, SMALL) 0 i 20 o cr E RIVER TERRACE EAST C O 1 INCH=20 FEET %co N 13031 SW REDFOX TERRACE z :7 • ROSEBURG FRAMING SYSTEM`" az..> �.�„ ;: PACIFIC LUMBER COPYRIGHT 2012 qualiftyengineeredwoodproducesforiodovsbuilder- . w ^ " R These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2012. N .. Seal-10 BLOCK _ The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber m Rat,* A I' A attg company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LVL RIGIDRIM- r ' "-2 BELOW TO POST ABOVE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or eoseawee Foaear meonucas MSEB(RG FOREST PRODUCTS G/ /,..",�,.' ____ .,III a.nnroe B 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. �IIM B 10RFPI-Jolsr . � �\A � 20.�DRG FOQFSrPIILWUcrs �r III/` CONTRACTOR NOTES: DESIGN NOTES: • 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM P145 ,ITS aP-a.>u..0. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR b�yqv,dwaKs...o,,...,,,a.,s - EXCEED THE LIVE LOAD •51eoplf=arm. (UNLESS NOTED OTHERWISE) DEFLECTION CRITERIA RFP(BLOCKING PANELS 515 BEARING MALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL(UNLESSBENOTEDMS PER DESIGNER'S PLAN OF L/480 OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING• FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40pLIVE LOAD . SHEARWALLS 12pef f DEAD LOAD SLEEPINGAREAAS: 3Opsf LIVE LOAD 12psf DEAD LOAD I I ROOFLORO/NIS: 25psf LIVE LOAD 11 p5f DEAD LOAD • R1 _ r . f io i .. REVISED 511]/13 KLB R1. 18 la 1 PL 1 2-1 45(MAIN) POLYGON "MG J!3 J8 Mrk+F Material Width Depth Grade City Cut Lth Tot Lth J// R1 OSB Rim 1 9 1/2 6 16 96 PATIO - _1 J T / J9 I. lI Jt RFPI-20 1 3/4 9 1/2 4 16 64 PATIO J2 RFPI-20 1 3/4 9 1/2 10 26 260 J4 J4 I I J3 RFPI-20 1 3/4 9 1/2 2 28 56 /TO J4 RFPI-20 7 3/4 9 1/2 5 22 110 J'i 1`f j') JI .— JS RFPI-20 1 3/4 9 1/2 1 8 8 id J6 RFPI-20 1 3/4 9 1/2 2 2 4 J1 T T J9 J4 I• . 7 -•I`1 J7 RFPI-20 1 3/4 9 1/2 1 18 15 �t J8 RFPI-20 1 3/4 9 1/2 4 4 15 2 _ ii JD II 51 RI4IdLam LVL 1 3/4 9 1/2 1.5E 2 14 28 L JO �' J9 _ I �. J II J 52 RigidLam LVL 1 3/4 4 1/2 1.5E - 1 8 8 1 f�,7 J 191 / ' J 1� J51 BLKGRFPI-20 1 3/4 9 1/2 19 3 57 /J 1 it .152 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 2 3 5 v 1. - J2 / O O J2 I Accessories J3 N N J2 • H1 ITHO1 7950-or-ITT9.5 6 v a- II J2 ® ® J2 O O El CONFORM TO DESIGN CONCEPT J2 1,91 01 1V J2 ''.,I ® CONFORMS TO DESIGN CONCEPT 0 aeW�«n NOTm eN CONCEPT WNN J.. IL I ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NB a a B �3It re J2 +I, t REVISIONS AS SHOWN 1 J2 ry ry J2 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT r,: 14"OPEN WEB JOIST @ 19.21'O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE S 8/7/2015 I 1 Products 9-06-00 PlotID Length Product Plies Net Qty �I_ RMI 46-00-00 1"x 14"APA Rim Board 1 1 o RM1 28-00-00 1"x 14"APA Rim Board 1 1 M BO ROM FWSH WITH JOISTS I �BM1] RM1 17-00-00 1"x 14"APA Rim Board 1 1 rp T II Qr—V II 1f-- 1- RM1 14-00-00 1"x 14"APA Rim Board 1 1 JJJ 1 gl$9-50, RM1 10-00-00 1"x 14"APA Rim Board 1 1 RMI 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 RMI 3-00-00 1"x 14"APA Rim Board 1 1 BM1 22-00-00 5 1/2"x 191/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 N N N NN NN N IN N N N N 0 0 0 ;0 0 0 0 0 ,0 0 0 0 o BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL 'LL ILL LL LL I.L. 'LL LL LL LL LL ,-- 2 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 kic 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 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 1 II = —,a I I 1 1 J mNwxws.0 oEcIGN EGNffrr I ALL BEAMS AND CONNECTORS PGER ENGINEER 0 'N ,RM1i caxyoaNuroGEswx coNceerwRx W F03 B ❑■nr 01.115 TEG Im I]NGN{ONyORMnrG-aEY1EE8RFelfaayR z ' F03II / ACR ` _yE: ,C ACCESSORIES QTY I. F01 I!G �A^�fIEA[Mr"r'aGa �pr4�Ka. _Nnrnc 0 TFI414 24 e L_l MILBRANDT ARCHITECTS © TFL1714 1 F04 I. Fzad 1x14 OSB RIM FOR SHEAR BLOCKIN30' j F04 [RM1J _. ._ ® CONFORMS TO DESIGN CONCEPT © HU412 13 b F05 Ili F09 Ia ❑ CONFORMS TO DESIGN CONCEPT WITH �` , REVISIONS PS SHOWN I' F07 II F06 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP CITING MS BEEN REVIDED FOR GENERAL CONFORMANCE F071 F06 • SITE THE DE5I5N CONCEPT ONLY PND DOES NOT RELIEVE THE BEI=BLOCKING FLOOR LOADING FABRICATORJVENDOR OF RESPONSIBILITY FOR COFFORM4EE NITH TFE ¢D LL • 07 1 I F06 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF YMICH HAVE PRIORITY RML=RIM BOARD 15 DL OVER THIS SHOP CHASING. CONTRACTOR SHALL VERIFY ALL DILFNSIONS. F071 1 - F06 • By: Michaela R.Petersen Date:February 11,2015 REFER TO STRUCTURAL PLAN FOR ADDITIONAL cc I _ CT ENGINEERING INC POST TRANSFER BLOCKING 1• F07 II F06 AND SHEAR BLOCKING REQUIREMENTS. I I• F07 1 F06 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 14410 F07 ` F06 I SHADED HVAC DIAGRAM ON LAYOUT IS A.GENERAL GUIDE ONLY. I : La q I F07 jiiI F06 II FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I • F07 II F06 0 1 507 ai11 F06 w I— I 4 07 F06 . 1 FO5 ,, N K, F09 I _ b fl t1 --O F-U5 .;��..�. F09 ,1_ I:-._ _;_.�_:I � d5 1=� F09IkA ' e`_ -III IRM11 FOS I isi ,_ _0: ilmo TRM11 _ DO NOT: 5-07-00 , Loosen,remove,cut or notch any part of the open web joist. • Pacifi 1 umber JOIST WITH RIM SCALE: 1/4"=1'-011 on 241106"SHEET & TR US S COMPANY SHEET 2 OF 2 26'-0" _ 22'-0" 1 41-0" (2240), Ai -- -------------------------- �— NI r 6:12 - 6:12 I a Zo -_ — C4 (4) I z I -- - -- .--- �_ 6.12 __ - C2(10) I — 1,_,, > In On In a sing 10 'll . NI A Tir- co W WZW _.. .. .._ U_ 1-OW uJ _ \ '— —_.. I- m z p N A.A., B3 7 1 W z Z o� _, - 161-0" T. W W ''' ptoZo 0 =I- I- —_.. .. - •--- -- -_ N LU p O Z z ogoJ ac — ---\`_V_//// -- V VAir ILV:Ihwir V,. F.-- N !; h. — - _IIM)...1hVIWAV—Arer Z Z 5 Z awp _ _ 111111PrialW iir — --- - - -O O W O pow� _�`-_�_� �r�./�/ —VUOC Z62z? II ❑ El 1li¢ a m w zia L e ® CONFORMS TO DESIGN CONCEPT 11111E1111111 ? c ❑ CONFORMS TO DESIGN CONCEPT WITH .� 1111111.1.111.11.111111111.1.111.11.1111111.1.111.11.11111111.1.111.11.111111111REVISIONS AS SHOWN 1 ' ��� m1��1I�uil��mi��l1 ❑ NON-CONFORMING-REVISE AND RESUBMIT ` ''�`'" THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R. Petersen Date: February 11, 2016 26'",0" CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND —L ENGINEERED ST .,., . PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION.BUILDINGT DESIGGNER/ENGINEER OF RECOR PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 7-B NH I B-N H CHECKED BY: DESIGNER/ENGINEER OF RECORD TO i REVIEW AND APPROVE OF ALL [R COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" - 1' } All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.