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Plans (3) -,4 , Ion 7?-,/ LEGEND: ® ,r ss SANITARY SEWER s Pacilic \ `--- I I-- i ( i - -s� STORM DRAIN Commtinitg �`` ---N,N �,�, =��_ I i ` ;ti L. . WATER LINE D0�;1 11 ,s'j ?'�O ,,r'`}f�r,1, t..,� .324 > T_ I 1 , - #�!' %; MANHOLE • 12564STigard,OR 97223W Main et 4 [T]503-941-9484 TRACT 1\--------. • T i- a 1 ? WATER METER s CATCH BASIN _� `�` c— — — — —— - —I T ® J DATE: 8/23/2017 ,�" 320.1 1 �. 14.06' �___ ` - Y -` H: \ ` + STREET LIGHT y321.2 — =k I fi a i REVISIONS ✓ ~~'�� ! M. I r _ _ � .• $ NO. DATE DESCRIPTION _ „32.0' 1i' -F_ -- �,�- II I 1 � STRAW WATTLE PERIMETER -11- • (1) EASTERN REDBUD / 1 'i - ? I ' ' (, EROSION CONTROL I CERCIS CANADENSIS a `1 �i r -- tom' 'f. `I �� FLOW DIRECTION ARROW :nrai Y� . VI - I ,/\''' 1 ;,<- I i'• / / • --- -- =z .max .r E ,,.... „ f i n•- I F _ I--1_. I 1/ r1HRHRE PORCH "'I \ CKYII1._ � a l'�, i L I I 4 ; N FRONT SETBACK: 12' fi. ( �' RATED EAVES 1 1- RATED EAVES 1 `�. , I w \ CO' 1 1 , i is ) / SIDE SETBACK: 3' i �� 1 ' i.,%' O �INil:' % STREET SIDE SETBACK: 8' ' I I 1 I Ili i ` i I i i t7 f FRONT PORCH SETBACK: 8' ( ' 3.00' -�+-�� I \` I I `-" _ REAR SETBACK: 3' 6' 46 I ( I I�/ I I I O REAR COVERED DECK SETBACK: 5 17 443 ( I t I �, 134 I I 1 \� 7� ,u. .oY -,- ( I I } _w'._ 1, > % .< a TRACT H ( 1_ 133 �; 2,944 SF 135 I I� - n 4 n 1 >..__.._t,_ \ I , � BUIG: R 01 Li, rj 2 I II- ; 1 I , II 1 ,I I \�; I LOT COVERAGE: 3 I I I I I� I I I , L 3.00' ; I 1 I j� \ 4 4 ( I L 1 ; : GARAGES `T \ I I t`` = f LOT AREA: 2,944 SF I 1 I ` I 1 `', li. r, i , I I4de `� •I L__. i I t�1 - BUILDING FOOTPRINT: 1,309 SF O� N I I , i M r.4 1 I `,../ . / M ^� I I ! I I� 1 \ I I '; I I I t_-7 ` " RIVER `I° � L I J I J ;' COVERED PORCH: 217 SF SANITARY LATERAL A TERRACE - COVERED REAR PATIO: 0 SF V $ STORM LATERAL 1 16.00' 322.2 �� N I I E� ► I I � /I EAST 1 I �— E} ( i A! ---,-- 11 _ CANTILEVER LIVING SPACE: 0 SF `7- •c I/ I N - I DECK AREA: 0 SF vS ',�� 55 '�'�7y SS �'�� ss ti'„J,S it? 1/f '? `k,, `., ,, 321,2 11 • -1.k -, TOTAL COVERAGE: 1,526 SF 1 o aS ►.1M11' , `I' • WREDFOX TERRAC 'I 1;,1; a g 1 r ,- < 51.8 % LOT 134 io ;'� _ — 1; "i' 77 ( IMPERVIOUS AREA: 2,064 SF PLOT PLAN r ! — - Illt I .9 /4.4 yr L.-y---vt4L- _,,,,__ ,( .., , • N , . , / \\_„..----1 g, 1 15 i 111 \ 4Ili / I I I I \ i ELi U -4- o c a CITY OF TIGARD a RIVER TERRACE EAST (503) 221 -1920 Approved by Planning O /o.a PROJECT NO.: UCTI 37 2 S 1 W 6 ®ate. 8/� ”/ 17 7 IE CONSTRUCTION LOT 134 (R-7, MEDIUM) SCALE REVIEWED 8Y: PRE RIVER TERRACE EAST 10 0 Initials: ✓� r7 .2-F.,-, ,= m /305"j SW REDFOX TERRACE 1INCH=20 FEET Z Q LEGEND: ss SANITARY SEWER pacific ---<-„,---,,\--...<_,,,_ I ' S STORM DRAIN DesiaCommnnity ___ Desi ( b �,'�, � ,�2 --________,325--______________-'a25 --_J " - - 4 j —w WATER LINE �~_- I -"'1j-- 12564 SW Main Street I / . ."' 1.9 �G' �7•„ r' v3,-• ., -, -- -_._._.__._v -1-L_ I -....._.. a �Is. �.:i MANHOLE Tigard,OR 97223 M \\ \-)0 CQ ,r IT1 503-941-9484 \TRACT 1�'-- �___ " - 1 ! WATER METER / ,r` • CATCH BASIN i 1 "'-.�.��-� I t DATE: 5/11/2017 ,m_--` - '._ 'n + STREET LIGHT REVISIONS ,' % '� 320.1 Illi 1 ��^ r 32 p 10.06' ` ^ 3?1 2 _ r ir- `-Ali STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �� - - �' 1 ,e EROSION CONTROL (1) EASTERN REDBUD / T 1 ,, I i, CERCIS CANADENSIS � ��""�� r ' T / �� FLOW DIRECTION ARROW —1 .00 I i.. i I0� _)_P_ORCH" I � ---_ ''- I I� I W jj I _ - SETBACK SUMMARY I A ii - II I�0I �I [� I I l - PRO (�i s a I - 1-HR FIRE -1 HR FIRE �. /t ` FRONT SETBACK: 12' I _ RATED EAVES I /'10 RATED EAVES i; • Ale , 1 _i I \ �,A �� w ( SIDE SETBACK: 3' I I 1 ' 1 I I p STREET SIDE SETBACK: 8' I I I i \ i i Vj FRONT PORCH SETBACK: 8' �* a III i I I I , 1 I I Q l REAR SETBACK: 3'-6' N � i3.00' -iI I iI I 14 r O1 REAR COVERED DECK SETBACK: 5' 4� 1 I e '' I I I ! Az O1 i i 134 , I I / o 4 : 1 2,944 SF i d I I_ ..._ ___ > TRACT H 'P_ 133 . A 135 1 ' -_ ' 1 4 4 4; 1 �I 1-1 BUILDING: 7BR 5 °t 1 I-j �^ .. Li, a I I i i xi FF = 324119 i I i Z N I I I 111 I 5I ` I i I I I\ k S LOT COVERAGE: I I, le I `1 —� If13.00' 1 I 1 ° 1 i 1 1 i GARAGE, ! I iCO WM' LOT AREA: 2,944 SF v 4 1 0 .. I till 1 1 1 1 i ,, 1 1 1!Ai 1 , ; / BUILDING FOOTPRINT: 1,309 SF v (, a p I �, 1 1 I . 1 I I �- a I l 1 Lr> J -=' ak 0 �I COVERED PORCH: 217 SF RIVER 8 1 I I. e� I �I , l SANITARY LATERAL . �_ j - COVERED REAR PATIO: 0 SF TERRACE t i STORM LATERAL 1 20.00' 322.2 M ? — I I `� � ; \ pi,ssCANTILEVER LIVING SPACE: 0 SF EAST CO telNY ifillillasill , ,whm. _....-. � ... 1 rs, maty'a I 1 I DECK AREA: 0 SF S — g? 55 ria SS — �- SS "' S frit it i I th 321.2 yi [Nil ;; L NI TOTAL COVERAGE: 1,526 SF m t 1 f I OS -SW REDFOX TERRACE , ,; 51.8 It IOP/ 11/' t 1 LOT 134 a – – – I' - - II- AM PLOT PLAN ' ______ __, ® IMPERVIOUS AREA. 39 SF 41 ci_ // f/ f r lb 1 C r t j( — 1411,11 +j 431 I ( 1. 1: 1 !" ' \ Q v o 6' CITY OF TIGARD oQ / RIVER TERRACE EAST (503) 221 -1920 Approved by PlanningED V 2S 1 W6 Date: 6(6, 17 PROJECT NO.: CONST395-03RUCTION O River Terrace East Y/// //// TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE Lot 134 LOT 134 (R-7, MEDIUM) Initials: 10 0 13059 SW Redfox Terrace RIVER TERRACE EAST 5 u-° 1 INCH=20 FEET D TBD SW REDFOX TERRACE ROSEBURG FRAMING SYSTEM'" = •----- PACIFIC LUMBER COPYRIGHT 2012 qualify engineered wood products for today's builder' ^01911°'x'"'•'� daarr ,w / / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. SOLV 131.C.1,ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber •o.e°°. ,II II /// _ Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAM LV L RIGIDRI M` ��, 0» ------`_III lss AL TO rosr ABOVE. product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG!FOREST~PIECES ROSEBURG FORESTPROOVO/S __ , 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. / %� �RFPI JOIST �/�� I�`� AMOURS FOREST PROOYOTS ==,d i.71 Ir CONTRACTOR NOTES: RESIGN NOTES: dw,,,,.. . 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „„„d<,„,,,,,,,,„w,,,,d 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR :o>o^0�.,1.r^=m�•• no-dew EXCEED THE LIVE LOAD ,,,",.,d„ ,.:,,,,,vim,.. (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. NTS. 4)USE CAUTION WHEN CUTTING FLOOR LOADING: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR WALLS 5LEEP/NIS AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I RODFLOADlN6: ,y 2Spsf LIVE LOAD '.` 11psf DEAD LOAD R1 1 R1 IS REVISED Y1T13 KLB R 1 Ja 41 PL 1 2-1 48 (MAIN) POLYGON 1130 la Mrk* Material Width Depth Grade Qty Cut Lin Tot Lth R1 058 Rim 9 1/2 6 16 96 •• PATIO I `T t vf� —£ PATIO J1 RFPI-20 3/4 9 1/2 4 16 64 I' J2 RFPI-20 3/4 9 1/2 10 26 260 a r J4 0. J4 1 = J3 RFPI-20 3/4 9 1/2 2 28 56 ilifiJ4 RFPI-20 3/4 9 1/2 5 22 110 -- }�"` J-1 J5 RFPI-20 3/4 9 1/2 1 8 8 J6 RFPI-20 3/4 9 1/2 2 2 4 J� T( r -14 _..1 - J-1 1 T 1 1131 J1 RFPI-20 3/4 9 1/2 1 15 15 JO RFPI-20 3/4 9 1/2 4 4 16 y JD `t 51 "- la JT I _L _C J3 = Si RigidLam LVL 3/4 9 1/2 1.5E 2 14 28 J L �I " L..PP99-- _ J _ 52 RigidLam LVL 3/4 9 1/2 t.SE 1 B 5 I J--$$ 1 t JB 1 BLKG RFPI-20 3/4 9 1/2 19 3 51 • /�I —_Oz— J52 BLKG 1.15 LYL 3/4 9 1/2 1.5E 2 3 6 v. 0 I • O 0 J2 Acceeeoriee I •J2 T'1 ci J H 1 I THO 1/950-or-ITT 9.5 6 J2 ® p, J2 — El a DESIGN T J2 1 O O KR' J2 ® CONFORMS TO DESIGN CONCEPT «N C �• COMMIT;,,.. • • J2 ET- LL J2 ❑ CONFORMS TO DESIGN CONCEPT WITH f3 NON-CONFORMING AaFEYaMIT R 1 IY of R 1 REVISIONS AS SHOWN 1 J2 CA rr J2 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT :M,, '"'"" " Dan LS]/la THIS SHOP O HAS BEEN REVIEWED FOR GENERAL CONFORIN1NCE M I l B R A N D T ARCHITECTS J2 �. J2 MRN THE DESIGN CONCEPT ONLY Ala DOES NOT RELIEVE THE I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFCR AKE WITH 11E J2 J2 .,RI1{V DESIGN WRINGS AND SPECIFICATIONS ALL OF WHICH HARE PRIORITY II' OVER THIS SHOP SEEING. CONTRACTOR SHALL VERIFY ALL DIIENSIONS. J2 J2 � By: Michaela R.Petersen Date:February II.2016 II CT ENGINEERING INC Date: -- J2 J2 IJ r -::_: _-^®-1-- ---— Ji Iii =— 131 _fzil J'1 z • 9 lII --� J I I Bz R 1 IMPORTANT/ 5 J•;,1 J 1 REFERENCE INSTALLATION • I GUIDE FOR ALL FRAMING 131 ii J 1 J1 i 51 DETAILS AND 1-...101ST INFORMATION `NF J1 = J1 J1 R.�1 JB 1 1[51 :III R 1 TN START � J1 �'\ START r Pact umb�r FRAMING I I FRAMING LEGEND: HERE I 1 PORCH PORCH 1 I HERE & TRUSS COMPANY Ha—-HANGER GALLOUT I I ® -SUPPORTING POST L J PLAN DESCRIPTION: 15 ED -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) PLAN NUMBER: 15 R =RIMBOARDFL 1 LB =LVL BLOCKING PLAN DATED: 4/1 9/1 2 2 JB =JOIST BLOCKING -OUR LOGA77ONS- REMODEL/NG CENTER: E{NP DESIGNER: J =JOIST CALLOUT LAKE 055EGO.OREGON 91055 KAMI BELUNOOD B -BEAM(FLUSH LU/JOIST) (5001850-9663 NOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE&CONTRACTOR TARO. DATE: 5/11/15 59145.JEAN ROAD BBO=BEAM BY OTHERS SCALE: 1/4'= 1'-0" LAKE GSYYEGO.OREGON 91055 (505)058-9603 SHEET: 1 of 1 • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 I Nom Products 9-06-00A PlotID Length Product Plies Net Qty o RMI 46-00-00 1"x 14"APA Rim Board 1 1 CD RM1 EI BOTTOM FLUSH m�H LOIS IS RM 1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 ry - e -v- 15 l- PP I5- r -5 - -a RM1 14-00-00 1"x 14"APA Rim Board 1 1 19109-b50" 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 P w .w N N N N N w a w BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 o Io 0 0 0 0 0 0 o 0 0 0 o BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL LL LL LL LL ILL 'LL LL LL L.L. LI- , g BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 I a II _.I•_-'!I II =1 N _1 N ' O —• �RM1 ®CONFORMS TO DESIGN CONCEPT ALL BEAMS AND CONNECTORS PER ENGINEER ' F03 E: m avT wmi B �aEv NON-011.OWING-REVISE S.RESUBMIT T M 1 F03�i F01 IIm Yt— ❑MILBRANDT ARCHaur ITECTTiS ACCESSORIES QTY _ ® TFI414 24 F04 © TFL1714 1 RM1 1x14 OSB RIM FOR SHEAR BLOCKING 30' F04 ° IRM11 ® CONFORMS TO DESIGN CONCEPT © HU412 13 FOS ii— F09 d ❑ CONFORMS TO DESIGN CONCEPT WITH . . REVISIONS AS SHOWN F07 F06 l ❑ NON-CONFORMING-REVISE AND RESUBMIT ^'� THIS SHOP MEW HAS BEEN REVIEWED FOR GEIERAL CONFORMANCE l WITH THE DESIGN CONCEPT ONLY MND NES 100 RELIEVE THE FLOOR LOADING F07 F06 l &(1=BLOCKING FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 40 LL F-07 I F06DESIGN DRAWINGS AND SPECIFICATIONS ALL OF MACH HAVE PRIORITY RM1=RIM BOARD l OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL 03E65100S. 15 DL 2 F07 F06 By: Michaela R.Petersen Date:February 11.2018 REFER TO STRUCTURAL PLAN FOR ADDITIONAL CT ENGINEERING INC POST TRANSFER BLOCKING F07 I F06 I AND SHEAR BLOCKING REQUIREMENTS. EDT l F06 1' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I •Nam F07 Jr Th FOB I I I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. ♦ F07 i FO6 I� FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F07 I F06 l` oO F07 I F06m 4 N F07 W-, F06 t i F05 »> f� il �!t— .... F09 __ 4 µµ FOS nil RI F09 1'1tl 1s =-—. I iII RM1T III FOB d FOB RM1 _.--A,_ DO NOT: 5-07-00 , Loosen,remove,cut or notch f any part of the open web joist. ' _ Pacifiumber JOISTWITHRIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 26'-0" 22-0" 4'-0" (2240/' i i le is 6.12 6:12 �` r- h .g tb C4 (4) -- -- - - .- me a4 Co 6:12 a .... .. ... t N I ) i Pi 4a '9 r 4. 1II 134 1 : em . � 6: �1 co wwZL 11! F- ,`-"'_--� h-. I— \(/�\/ - - - ... I m OUZO N I-1-1 '- - - - - ... - '- Wc o Q a, - 16'-0" �� I- a oC �cnzo o = -- \ N r U U 06 oal 2C)O V ti Z Z v� W QpOm OC r 41. 0 W �z>� Q so N ¢l== Z Z > �� O U'_ I w Ea J F Q U W W ZOO oz •- I— -_ O 0 W c m teai * , BO OZF- 0 G ��wZpLL = F- H ¢w0O 2Q - ✓ /f LL =ZO2 .R QQ� ZZZoY ` -OC CC O Z—= Co O O U Zw0� LL LL o 1 ,O? )wJ O(, oO O W O Ow�cn <( oe) U U OC ZQcZ Es E7 Es 0 ❑ ❑ ��u_m*E m o0_ N 4:'12 F2, oktoi IQ W M e ® CONFORMS TO DESIGN CONCEPT , - LLI I /El CONFORMS TO DESIGN CONCEPT WITHI � v 10 W REVISIONS AS SHOWN I11411t1 1 O F \ r ❑ 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. L "I /► 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 P NLY.REFER TO R SS Ca c CAAND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-B NH KD INFORMATION.BUILDING ' ' � DESIGNER/ENGINEER OF RECORD ''t''' U RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO TRUSS 7-B NH / B-NH CHECKED BY: REVIEW AND APPROVE OF ALL 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.