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Plans (180) sf /c - O© , / 2gLi csw 5q ,j' I I I � f a LEGEND: Paci lie 267.o I — SS SANITARY SEWER onm 275.1i i Community — — _42.r — — — — .,4. _�� L ` '. III ii 1 I —SD STORM DRAIN Desi>sn 1"�� v \, ° r' i ' —w WATER LINE ` -- 11111%1110 270 { / t 12564 SW Main Sheet 268 Nil \` �_ ® • MANHOLE Tigard,OR 97223 264 266 1 ' i � 1 i�, i }t ® CATCH BASIN ITl 503-941-9484 l ���/1 i DATE: 1/15/2016 262\ ' �' / 'GS STREET LIGHT r — j l° I i� �� i , I REVISIONS _ I 1;', f' ` I f ' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 42.88' 1 i't,/\/ r ;` EROSION CONTROL ( / ;I / NI*~ ' STREET SECTION, SEE I I I 1 /\ %+, 11 J t j 0 CONSTRUCTION DOCUMENTS I--4 -r- i I / ,/ / '/1 A .---/ i i 91 I I ( ç / ! i ,a,_ / SETBACK SUMMARY I 4,271 SF I I y / /;,,� �, = qii., � FRONT SETBACK: 12' `° 11/ I \ ` / SIDE SETBACK: 5' 92 i / ' ;. ° . 11 "� tsl STREET SIDE SETBACK: 10' 8,730 SF r I I I H ;% 1 / .b i / i, REAR SETBACK: 15' BUILDING: 5B , I i I II /// /. / �% !, '�/ PORCH SETBACK: 8' I 4.00' --� I 0FF = 263.37 GARAGE SETBACK: 20' t ; ' -/---"1/ ' ,,'S' ' ti-.:-\' ."*"--1// I-- m I / / // , co ,......_ 1 I , / .O - / / ,/' -- / FI GARAGE /11% / � j(/ ,,,, , _,, -� i // i t ` ,: ak ; PLANT (4) STREET TREE: - 2" CAL. RAYWOOD ASH/ LOT COVERAGE: a ' , 6.00' 1 1--- -....__ __ _ i FRAXINUS OXYCARPA 06 .4.. ..... PUE 1 PORCH // :O f RAYWOOD' / LOT AREA: 8,7:: : /,/ Q '15.28 ' / �4k' ' l ! ` LDFOOTPRINT: 18 N I, ! 1 6 2'6' \ l,, /.,, ±4 i 4, j / TERRACE = ` `�r�'- 7 o ���./\ COVERED PORCH: 166 SF NORTHWEST cn 3 % SIDEWALK , ��:: •��i! ''� ��•.si.►►l / / CANTILEVER LIVING SPACE: 43 SF a �' ;;/ \, '!" 1/ VISION 1/1� / j s.,t�-� CLEARANCE Q� s / � WATER METER t y Q / COVERED PATIO: 0 SF ss 1 �` �l1► �►� a �.� TRIANGLE Q- ! t'�� ;, / / , co — t / /// DECK AREA: 0 SF o SANITARY LATERAL �� 261.6 i e, ,s / STORM LATERAL \s,n`' q�'���. ___________:>,,,,,--- �`t �f �i."�►"``�/ / i� TOTAL COVERAGE: 2,009 SF LOT 92 SW t �, �4 ^ PLOT PLAN SgeR�/yq s PLANT (1) STREET ® 7 23.0 % AlSt 4Ii NL/ 36.00' TREE: 2"CAL. JUNE / �,r 5 F / - \\ 1 - £ / \\�. SNOW DOGWOOD/ a ,I-��!►�\ S IMPERVIOUS AREA: 2,873 SF EL: %' .M:� sD A CORNUS CONTROVERSA ' 1( aIi`'ft►�! , / /� / \ H 'JUNE SNOW' 't4is,=��i 0 ..." ''' ' /4 i( ----- s..'''''<1 .0 SO, \\\\ , CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning 2 CV 1 W6 oll �� PROJECT NO.: 395-037 O1'1a}�� TYPE: CONSTRUCTION M (JJ l SCALE REVIEWED BY: PRE LOT 92 (R-7, LARGE) 10 20 m Initials: RIVER TERRACE NORTHWEST Z 17345 SW SABRINA AVENUE , INCH=20 FEET POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE I RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 Q �a p1.41 � RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 . . . . . RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 - BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 ... BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 &� i;Mz BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® ..-tom'- ' Er. 12it1 _ 1.•. 4-.,, BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o ,! p o LIEN A BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® ' BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' BMT1 ,: ;,;;; BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �o oc cM. _ h BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 �Wan� II BM6 7-00-00 3-1/2 X 14 BIG BEAM i i 00 I BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 � � BM11 4-00-00 BB02 1 1 0 H FLOOR LOADING g J _ IBM5I I� 11I41 BK1=BLOCKING 40 LL CL —pm P3EI ate:3SEE.ss :�.=::.. RM1=RIM BOARD 15 DL ot 'I ACCESSORIES QTY O TH017140-2 21 . . . - © ITT14 3 f 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' @ HUCQ412 1 i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN co CCI I MREFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I -04 ;MT T-_ ,t_ I T O, I WHERE PLATE NAILING AT (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( +_ i� I�--d iR--$--M1J�� -1J O BMSSHEARWALL ABOVE EXCEEDS ONE ® - RO ,PROVIDE ADD'L II WIDER RIM MATERIAL ASO EQ'D.CKING OR .\ 0 CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT ▪x rvcorvcEPTw"H THIS SHOP DPACNS TAS BEEN REOIiVIED 70a GENERA-OONFOAIWNCE O NON E&RESUBMIT CITE TEE DESIGN CDNCEOT ON.1 AND DOES AT RELIEVE 1E (24x36 SHEET) SCALE: 1/4" = 1'-0" CmRaNOD F a T OF : wArY Pacifi F umber; ... F, OVER 1,5 SHOP .AWIAG :Dh kA-Tv.a1l+.L VERIFY ALL DIFIENS[DNS. Feeno/va B/: Todd B,Eton DEE, EEotember to COIN COMPANY MILBRONDT ARCHITECTS CT ENGINEERING INC & TRUSS • ROSEBURG FRAMING SYSTEM" - ` 1 PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder °�- "w . -°° ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific.Lumber Company 2015. ^"•° SOUP SWCK ALL The plans may not be re-usedor to. ,to whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RIGI D RI M` rows ersoH move wW10,,,;�n.:,°r;:. 4.441To eSAa;Ns aeLow. Company,which retains copyrights andto, ownership of the plans.Use of these plans by any other' r<M, � INSTALLSOvnoKsroduct su lier other Chan Pacific Lumber Gom an Is strict),IV, ;°,�- - , p pp p y y prohibited.ace iiaPrizes use orG veLOPITO OST ATcx NOSEBItRO fOHFST PHODUCIB ROSEBNH6 FOHKI PH00/tCTS - - aeAeINeAReAoraLo�Nscopying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include �i `� ae�ow ro rosr Aeove penalties of up to 420.000 per work infringed,and$100,000 per work infringed willfully. ► ��� RFPI.l01$T ROSE-NIRO FOREST PRODUCTS CONTRACTOR NOTES: DESIGN NOTES: °°.....":: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR """'°'°`^"''"�"'"°°""" EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOCKING PANELS KIN BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.r.S. N.Ts. SCALE: 1/4"- 1'-O° 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf VOD SHEARWALLS 1 2p5f DDEAA D LLOAD SLEEPING AREAS: THIS l5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2p5f DEAD LOAD START START Architectural/Structural plans.Verify all I I shear wall blocking placement and connectors. ROOF LOADING: I I FRAMING FRAMING I I Purchaser responsible for approving this 25psf LIVE LOAD PATIO /HERE HERE\ PATIOS layout prior to any construction. 1-rpsf DEAD LOAD R1 rlI II R-1 - -a.1 r II II;; R1 J6 Nk q d2- - H ---- -----.46=--II1 —___42_____________=._..A 1 Rte=_-- -- -_--_---_-__-__ - ----- ---, -__--_--___ I -___ _ -_ _--_-----Li ® CONFORMS TO DESIGN CONCEPT - - X12 - -, J6 -"'= ------.j----5-2- ..- --- B _ ❑ CONFORMS TO DESIGN CONCEPT WITH J6 = -_----- --------- --- -- -------Js =T= -------- '';-- -- ------------======== --J� — ------ REVISIONS AS SHOWN J�.21R.1 R1,42 ❑ NON-CONFORMING-REVISE AND RESUBMIT H IT, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Ji 1 _ .. J 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE " �-- J6 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R1 - - T OVER THISSHOPSDRAWING. fICATIONS ALL OF WHICH HAVE PRIORITY �------- - J6 .- ---_------ --- --- _ —_�__-- 111---'- - ----.y2---- -Jb By:ESIGN Arno G AND SPECIFICATIONS R1 1 - - rDate: 11 2016 (�- dfs- May , J J2 = Ip, CT ENGINEERING INC Solomon�1� _--------'--_-- - ------__"--=— — III,4}}\ II J J I I• CONFORMS TO DESIGN CONCEPT J6 ai LIT - - 0 0 �- sl x❑ B 1 01 o- JT iv iv 1� CONFORMS TO DESIGN CONCEPT WITH d d --�-f __ ===81 _ REVISIONS NOTED J!'1 Ja—:-- ® 6 _--- —=d3- 1 ----- .._.._ =R 1 4, __—____ J9— �_, ❑ NON-CONFORMING-REVISE&RESUBMIT I O O I R'1 --- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R 9 - - _ --- J N N —.- _____-_-____-Ja- _--___ _ R 1 - WWA DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE V_ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN J8ji____ D 0 Y S,OS THIS IFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE BC E -__..__-_-- __ _..__� .-___-____-_ N h - 1 -- _____.— IITGS SR DRAWING. VJTMG: S 11 135,..„..._ J3 --- - PRIORITY Jeremy Date / /16 �3 �i 1 ='==a� MILBRANDT ARCHITECTS Si' H JD V Ri1 R1WO JJ 1 ' R1 �-- ------------------ ----- -I�. - '. - II J7 I ' . JJ - I c JD 1 -- ---III 1 JD--- --- ---- -J3 '- - ------. JD - 4 ,, li J2---------------.d-2--- ------------------' 2 11 I I — 2 I I IMPORTANT7 REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L LEGEND HANG Mss Pacify umber PL 1 5-52(MAIN) H -HANGER GALLOUT POLYGON se FRONT TO BACK Materiel YVldth Depth Grade ON Gut Lth Tot Lth ''. ® -SUPPORTING POST R1 OSB Rim 1/2 10 16 160 & TRUSSm COMPANY ® Si R1gidLaLVL 3/4 1/2 1.5E 2 16 32 POST LOAD ABOVE B2 RlgldLL emVL 3/4 1/2 1.5E 2 14 20 R -RIMBOARD B3 RIgidLemLVL 3/4 1/2 1.5E 2 12 24 J1 RFFI-20 3/4 1/2 1 10 10 10515 SIN ALLEN BLVD BEAVERTON,OREGON 91OO5 (503)858-9663 LB -LVL BLOCKING J2 RFPI-20 3/4 1/2 12 12 144 JO RFFI-20 3/4 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: SB FRONT TO BACK JO -JOIST BLOCKING J4 RFPI-20 3/4 1/2 2 2 4 25 RFFI-20 3/4 1/2 3 14 42 CUSTOMER: POLYGON J -JOIST CALLOUT 26 RFPI-20 3/4 1/2 12 50 360 PLAN DATED: 11/24/14 J'i RFPI-20 3/4 1/2 1 26 26 B -BEAM(FLUSH w/JOIST) JB 1 EILKG RFPI-20 3/4 1/2 25 3 75 HDR -HEADER(BEAM BELOW JOIST) J52 BLKG 1.75 LVL 3/4 3/4 1/2 1.5E 6 3 10 DESIGNER: KAM/L.HENDERSON DATE: 2/16/15 500..BEAM BY OTHERS Acceasoriea PL 1 5—5 2 H1 ITHO 1 7950-or-ITT4.5 4 (MAIN) SHEET: 1 of 1