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Plans (4) /30F/ LW Reaccx,r nfcTho/8-0031-2 LEGEND: �/ SS SANITARY SEWER Pacific SD' TRACT I SD STORM DRAIN Design esgn Community s, �� —w WATER LINE Desi n 12564 SW Main Street 10.00' — 0 0 MANHOLE Tigard,OR 97223 a :'j9 `'i)O `p `� 324-----.PUE, TTP. -- [T1 503-941-9484 / N \ __ _`_� a CATCH BASIN DATE: 11/26/2017 WATER METER - — j — — - (1) EASTERN REDBUD/ L -i-- — — I REVISIONS CERCIS CANADENSIS 320.1 /' — I STREET LIGHT NO. DATE DESCRIPTION / r----ez------ N 318.8 / sem► 32.0' \ _ — j '\ f — — I' o STRAW WATTLE PERIMETER • / .1 • • �,' EROSION CONTROL —14.13'-►. - FLOW DIRECTION ARROW i a 20.00' 40 ll PORCH !1 El I STREET SECTION, SEE I :Ij rE11-1\I I � ;; CONSTRUCTION DOCUMENTS 1INSET FIREPLACES 4 � NO BUMP-OUT I 0'iv 1 A I/ II! / 1 I b /; 133 �., 3.00' ; I FRONT SETBACK: 12' : 1 3.00' 2,944 SF : I SIDE SETBACK: 3' I 'N I I' BUILDING:7DR STREET SIDE SETBACK: 8' c-'' \ i ° o 1 FF=322.85 / b FRONT PORCH SETBACK: 8' > 132 TRACT H P • _ 134 135 REAR SETBACK: 3'-6' 2 I a° I -,- r / -- REAR COVERED DECK SETBACK: 5' / I 1 ; I I F.- I j t _—,,�I I R _p �� , I I , I I I I v 1 rJ-I� M _f I I / --1-HR FIRE `F r-- 0 I S I° I I RATED EAVES 3 I I GARAGEI \ 1- -;- LOT COVERAGE: �, I 1 �, I r RIVER t1 : `'\I I I I : LOT AREA: 2,944 SF M 1 1 M � a I L--' 3.00' TERRACE 321.2 I PUE, TTP. BUILDING FOOTPRINT: 1,314 SF EAST c 16.00' 320.0 c J_ — - —. — J \\ J—_ �— COVERED PORCH: 13 SF O ■ 4 . - __„vim - _ °— — -.- - — 32.0' — '�� COVERED REAR PATIO: 0 SF xr SS 55 10.)pr- SS SS 55 SS — SANITARY LATERAL CANTILEVER LIVING SPACE: 0 SF - i G 1 ,/ STORM LATERAL /71\1\ , ,�T! �__ LOT 133 *if as \ as - f' as as 1 I �`� r + ' i �`�' TRACT G DECK AREA: 0 SF PLOT PLAN SW REDFOX TERRACE ,, ; / , a �r'%�� + _ _ — — �,' i� � — TOTAL COVERAGE: 1,327 SF � ��►l� lia-1444/4 /# iiliat �,�__ Ill 711 45.1 % j ( �l/ti% f/// /'” IMPERVIOUS AREA: 1,883 SF c I 1 iilli 11,ET_ ,-- 5 5 C v c C POLYGON NORTHWEST (503) 221 -1920 CITY OF TS PO PROJECT NO.: 395-041 ON 2 S 1 W6 approved y P anning SCALE REVIEWED BY:E. CONSTRUCT LOT 133 (R-7, SMALL) Date: // 9' I8 . 0 10 20 u' U E RIVER TERRACE EAST Initials: i...S C 0 1 INCH=20 FEET .- / 13091 SW REDFOX TERRACE z � ROSEBURG FRAMING SYSTEM" -.r- :M� PACIFIC LUMBER COPYRIGHT 21:113 quah7yengineered wood products for todavSbuilder- ? �w.,.wn�.e«•n ';."�"ua,d I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. •=.;, SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM-LVL RIGI�R�M- ��� POSTS ee Ri sus ABOVE Company,which retains copyrights to.and ownershipof theplans.Use of these plans byany other raa.u„ea..« P y, p °'""-"°°'�""' , 13VdtAREA BLOCKS product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or It OSMIUM FOREST PRODUCTS ROSEBURG WREST PRODUCTS "•`pntlnvni• _ ren oerr.c la.HATCH • ow. _ ,III copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include • FM COVEARe..or TLOCKs '*111111i / BEI-Ori TO rosy ABOVE penalties of up to 420,000 per work infringed,and 4100,000 per work Infringed willfully. 410P•NtRFPI-JoisT �H1� I� ®CONFORMS roDER�NCONCEPT . CONFORMS TO DESIGN CONCEPT o NIS DEswNCONCEP]wnH GONTR GOR NOT 5: / ® ❑5051 iw ruTEO 1)VERIFY ALL FRAMING CONDITIONS HIS FLOOR SYSTEM WA ‘„,,,...,,,m„„....., CONFORMS TO DESIGN CONCEPT WITH 0 NON-CONFow.,,NG-REVISE S RESUBMIT 2)ALL FOOTINGS PER DESIGNER'S PLA �.E5IGNED TO MEET OR �."mN.e„dc.aNe REVISIONS AS SHOWN XCEED THE LIVE LOAD °'"`"'"°°""'"""' ❑ NDN-CONFORMING-P.EVISE AND RESUBMIT x AL(UNL BEAMS NOED OTHERWISE) .EFLECTION CRITERIA V ��R. •-^ ' ' 3)ALL PER DESIGNER'S PLAN .;,F L/450 POST LDAP TRANSFER DETAIL THIS SNP Emus SOS BEEN REVIEWED FDA DENERAL COWFDRSANCE ay n u vans (UNLESS NOTED OTHERWISE) RFPI BLOLKING PANELS Fin BEARING/VALE AEUTS.OVE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE MI t B R A N D T ARCHITECTS •)USE CAUTION WHEN GUTTING N.T.S. N.T.S. FABRICATOOVENDOR OF RESPONSIBILITY FOR CONFDRIONCE KITH THE (-i..- i D DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY FOR PLUMBING O sf LIVE LOAD OVER THIS SHOP DRAPING. CONTRACTOR SHALL SCRIP ALL DIMENSION. )PROVIDE PROPER SUPPORT AT ALL p 1 2psf DEAD LOAD By: nebula P.Petersen Date:February 11,RNIB SHEARWALLS CT ENGINEERING INC L. - R_ 30psf LIVE LOAD 1 2psf DEAD LOAD I I I �F D 25psf LIVE LOAD 11.5f DEAD LOAD R1 R1 REVISED Oa11113 OLE JD Ja PL 1 3-04(MAIN) POLYGON 1D R1 JD e.1 Mrk• Material Width Depth Grade City Cut Lth Tot Lth R1 O55 Rlm 1/2 1 16 112 4 JD J1 RFPI-20 3/4 1/2 4 16 64 J2 RFPI-20 3/4 1/2 10 26 260 R R J3- RFPI-20 3/4 1/2 2 28 56 PATIO - 1 J i `i� E 7 PATIO Jp RFPI-20 3/4 1///222 2 5 22 1 10 = J� J4 !I J5 RFPI-20 3/4 1/2 1 e a r J6 RFPI-20 3/4 1/2 2 2 4 3/4 1 = J1 Lei' `14 N� JO RFPI-20 3/4 1/2 4 14 16 Jf4-1 11. J1 J1 y --r S1 32 RlgidLam LYL 3/4 1/2 t.SE 1 B1 RigidLam LVL 5/4 1/2 1.5E 2 13 ea Si I _, JB 1 BLKG RFPI-20 3/4 1/2 19 3 57 J15 Si J1 _L J JO JB2 BLKG 1.15 LVL 3/4 1/2 1.5E 2 3 6 _u l \ • J4 - Accessories ITH0 N 1 I THO 1/950-or-ITT9.5 6 J2 U V ® J3 ri 0 0 J J2 N N = • 1 — 4 J2 ® e • I•= 1 J2 R 1 0 0 la 1 Jam. 1"l. J2 K K 1, 1 51 I 1 1 1,I.. \ 11 ry J2 i, • I J2 \ 6 J2 • J2 \N J2 �. 1 J2 J2 11 J2 J2 • NO J1 J1 101A ? o int R 1 �� J 1 J51 , tik f Y 1 Y 00,1 ` J 9 i (r IVOR- I Y 1C,A O `r o I D +1✓1 qCk.1 r- _- IMPORTANT! Y'�/V C fit ! REFERENCE INSTALLATION J1 J1 rjil I JH 1 JB 1 1 GUIDE FOR ALL FRAMING START r J1 _ \� START DETAILS AND I 101ST INFORMATION FRAMING I PORCH PORCH I _ FRAMING LEGEND: HERE i HERE gm di. (D___HANGER GALLOUT L _J L J ® -SUPPORTING POST & TRUSS C O M P A NY ® -POST LOAD ABOVE R -RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 91055 (503)555-9663 LB -LVL BLOCKING / JB -JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 7D C POLYGON J -JOIST CALLOUT CUSTOMER: PLAN DATED: 1 2/26/1 2 8 -BEAM(FLUSH w/JOIST) EMP DESIGNER: KAM/BELPIOOD DATE: 5/1 7/1 3 HOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BOO=BEAM BY OTHERS SCALE: 1/4"= I'-O" FL 1 5-04 (MAIN) SHEET: 1 of 1 • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 D(NEW) PL15-265 UPPER START FRAMING HERE 8/7/2015 Products s-0s oo PIotID Length Product Plies Net Qty o RM1 46-00-00 1"x 14"APA Rim Board 1 1 At BonoMPLusHvu H JOISTS l RM1 28-00-00 1"x 14"APA Rim Board 1 1 iBMtl RM1 14-00-00 1"x 14"APA Rim Board 1 1 19 09-;5C) RM1 12-00-00 1"x 14"APA Rim Board 1 1 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 1 C. N N N N N N N N RM1 5-00-00 1"x 14"APA Rim Board 1 2 N -N NN LI L o o 'LL [2 2 o2. o u o o RM1 3-00-00 1"x 14"APA Rim Board 1 3 BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i i " 4 I BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 !-J�I lir_1—I =! !mi�mio1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • - , i F03 A B�RMhI BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 111 F03 ii BK1 3 00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 S ®CONFORMS TODESIGN CONCEPT BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 f e F01 ▪ "o"s"oZpG"E«"ter R ▪ "CO"r0 G—REVISE I F04 I. 1 a , w ��,� ,� ALL BEAMS AND CONNECTORS PER ENGINEER y RM1 i� ','u' ,., a vfu, m I «wt Date 2/17/16 i FOS Q4 !! F09 �{ MILBRANDT ARCHITECTS ACCESSORIES QTY P F07 y P F06 ® CONFORMS TO DESIGN CONCEPT O TFI414 33 F07 F06 —I ❑ CONFORMS TO DESIGN CONCEPT WITH © TFL1714 3 1. _ REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' i FO7 F06 �I ❑ NON-CONFORMING-REVISEAND RESUBMIT © HU412 13 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOAMNNCE CC FD7 I I FD6 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FLOOR LOADING 4 b , 4 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BK1=BLOCKING F07 I I F06 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH MAHE PRIORITY RM1=RIM BOARD 40 LL 1 I OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, 15 DL IF07 I F06 By: M chaela A.Petersen Date:February II.2076 '��� F07 , CT ENGINEERING INC REFER TO STRUCTURAL PLAN FOR ADDITIONAL ,C ,: +E F06 POST TRANSFER BLOCKING F= AND SHEAR BLOCKING REQUIREMENTS. b F07 F06 yfl SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I F07 I 1 F06 1,.. I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I J co �, F07 .IH F06 •':� FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I Ol I F07 FOB fA, I F05 HI F09 j --0 FOS ,�„•-I� F09 s <1 L �a l FOS ME mu F09 RM1 o7D-°-o7opo" opo` WT.- 1 El O LL LL LL LL LL LL LL Ou. 1 '=y:.=ter=— __,Y--,-. IRM1L �_�� a___�=AJ RM1I DO NOT: IRM1I Loosen,remove,cut or notch any part of the open web joist. a — — H Pacii \Lumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS \ COMPANY SHEET 2 OF 2 26'-0 22'-0' 1 ' 41.0. 1 ALL HANGERS LU824 U.N.O. GGE ► I ► 6:-12 6.12 - S. sJ - v L LAl sJ1 Milk r :1' All SJ2 ■ /■■I SJ3 { I C2 CO (5) • 12. 12 r r I N. H _ r J1 W 12:1S I A r J2 J3 JT P ! 0 J4 \ Pil , J5 J5 111" •IJ A 1P.. 12:12 (V wwzw Jam,. J1f. Z_�> �'i w = LD J10 O'_ Lel F— w-- n OLu �wU —UO NJJA IP ~W W_ A J8 1- 1- ce' ,- U u Ov -,,,,,.1,-F / ., '� • +� Z Z to LL'00�J ae CO ■ O O 5 wo Q Q EN ��. �� IUUWEzrOZ Z Ow¢J�-I \ C7 (7 I w m a w• I— �It./ '___ 11,..r- to v) w z z z o z •- �p R 1� I 0 0 � Z woa¢6 WRY LEFT O O ~ x I ( Z n a IP ® CONFORMS TO DESIGN CONCEPT 2 g co y co 2 2 E E Z Z z o o i= Q ce CONFORMS TO DESIGN CONCEPT WITH /rte 1 O 0 z w m ❑ REVISIONS AS SHOWN 9'-51/L _I 2'� 11-61/2' (2'-0' T �, Z J ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 W O a(:),. ow o o .] THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE. - U U Ce Z c.= Q z 1- !� WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE OCC FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 181-8 1/2' 0 ❑ ❑ I g Q g 0 m DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WAIICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela A.Petersen Date:February 11,2016 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT LY.REFER TO TRUSS CALCULATIONS AND '-aC ENGINEERED STRUCTURAL Pacifi PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER el 7-D NH GABLE AT GARAGE ENTRY RIGHT DESIONSRENFORALL DRCORD umber RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING A nA�.G DESIGNER/ENGINEER OF RECORD TO {` 7-D / D GABLE GABA ED BY: REVIEW AND APPROVE OF ALL & TRUSS \ COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.115" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. I, — — _ — _-