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Plans (81) /6579 & S a /nSr2 18 ,e '2as LEGEND: '" I 1________T___ ___ ' ` I' I —SS SANITARY SEWER Pacific ____ I ' I I 1 ________r ___.___ —SD STORM DRAIN De mumty _._�� I I —w WATER LINE ' 12564 SW Main Street I j ( II) O MANHOLE Tigard,OR 97223 , y- I110 - Ii' CATCH BASIN [T]503-941-9484 1 287'$ cc ! 285.5 N DATE: 4/03/2018 / 1 I f 1 REVISIONS 42•0' 'wNO. DATE DESCRIPTION 4 -- ---- STREET LIGHT� i 1 k- '\... 11 I STRAW WATTLE PERIMETER —71lkik- -19.00'- — —" IC EROSION CONTROL / 27.00' — — f m+ FLOW DIRECTION ARROW j ,I , / % I STREET SECTION, SEE I __ _-____ r---__ _-1 1 11 1' © CONSTRUCTION DOCUMENTS I I 237 . 1 coI I ` I / 3,780 SF 1 / 1\ii 4 SETBACK SUMMARY / I / I I } ; I \ FRONT SETBACK: 12' 1 o I BUILDING: 3413A o SIDE SETBACK: 3' 1 238 I ( / FF=287.20 os STREET SIDE SETBACK: 8' I f1 4.00' — �—4.00' ; FRONT PORCH SETBACK: 8' / / w, GARAGE SETBACK: 20' E Ji i ' COVERED PATIO SETBACK: 10' a J II fl 1 GARAGE / REAR SETBACK: 15' 1 II p I R'i� I I / -1 -1 Ir: co T I CN / I � IIS - ... '---,I PORCH ___ Arne mil LOT COVERAGE: a 6.00' PUE, TYP.a a / _ IJ I H -131_ —o ` �"' , RIVER / � '�► LOT AREA: 3,780 SF N I l 20.00' — UJ 1 — L — — -14.00' TERRACE uJ Naiiiitil. ... l �� BUILDING FOOTPRINT: 1,469 SF 1 r / '"", ''► EAST NO. 2 0) JAWS, / 42.0 // / 7 N J ,� !� zr ►•_ � 284.6, 7/7 COVERED PORCH: 88 SF z "( SIIIIII .0061111311L '"""" 0 COVERED REAR PATIO: 0 SF o ,, 1. WATER METER —,, SS '`�"- _ SS ,.,, 0010A ROI% 7 .S i CANTILEVER LIVING SPACE: 0 SF ui (2) JUNE SNOW DOGWOOD / �r ?,9, `i LOT 237 a >_ DECK AREA: 0 SF PLOT PLAN CORNUS CONTROVERSA — 1 SANITARY LATERAL — 'JUNE SNOW' as a5 as as TOTAL COVERAGE: 1,557 SF o N _'� J k B SW BIRDSONG STREET STORM LATERAL CO W 41.2 % I` ImmixImmion o all .......,,_WIMINIA-.41.1111111111MVEZ-41111 vi IP, ��� �j 111114VA)Wi — -j' IMPERVIOUS AREA: 2,178 SF asinlar U 0 m l g 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARDG) a PROJECT NO.: 395-064 251 W6 Approved by Planning TYPE: CONSTRUCTION V SCALE REVIEWED BY: PRE o• LOT 237, R-4.5 (PD), MEDIUM Date: c ((o irt 10 20 on RIVER TERRACE EAST NO.2 Initials: ,�-i O 1 INCH=20 FEET az 0't4Fl° SW BIRDSONG STREET ROSEBURG FRAMING SYSTEM- ======w .-=...�. PACIFIC LUMBER COPYRIGHT 2014 ^H..,-..,�a.0 w:..� �.���,n These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineered W00C!products for IOdOV$builder _ The plans maynot be re-used or copied.In whole or part,without written permission from Pacific Lumber"'"a ,II (' ��i Company,whh retains copyrights to.and ownershiof the plans.Use of tese plans by any other RIGIDLAM'LVL RIGIDRIM- 11 ""',,""„'; , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEaeRO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS ,IV, ,III BELOWTO POST ABOVE 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 5100,000 per work Infringed willfully. �' / �% 4 4 RFPFJOIST ,► _! i��� �� \/ ROSEBURG FOREWr P60OYCia Mai 1Pi Ili (� CONTRACTOR NOTES: DEShSNNOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .MowT4S7. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -� T m.� vr EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPI BLOCKING PANELS WRH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/460 NTS. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 1 2psf DEAD LOAD SHEARWALLS r - SLEEP/NG AREA5r THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAPIN6: PATIO --_1 I--- PATIO Purchaser responsible for approving this 25psf LIVE LOAD � � ayout prior to any construction. 11psf DEAD LOAD I 1 I I R 1 R1 R1 R1 I _ a L2 10,-3" .' 10'-6" _2 -'1 13'-3' - 34'-0. t0 f' 10' 3" . a 2 J3 0 I' J2 , . 12 J2 I, . J2 PL 15-400(MAIN) ,, - �'., 12 , POLYGON 3413 ABD(NEW) Wit* Material Width Depth Grade Qty Out Lth Tot Lth 1J2 r1'. J2 J31 BLKGRFPI-20 3/4 1/2 20 3 60 R1 J•1 JE 1 = o.1 J3 J 1 iZ1 R1 05B Rim 1/2 9 16 144 I J2 ? �j. J1 RFP1-20 3/4 1/2 12 14 169 J2 IN iJ2 I J2 RFPI-20 3/4 1/2 15 34 544 J3 RFPI-20 3/4 1/2 5 5 30 J2 1 r I 11 J4 RFF1-20 3/4 1/2 2 2 4 J2 _ I J J5 RFF1-20 3/4 1/2 1 32 32 51 Rigid-am LVL 3/4 1/2 1.5E 3 14 42 J2.11 - J3 52 BIG SEAM 3 1/2 1/2 2.1E 1 6 5 Ir AGGe66Orle6 J2 P O O J2 (1 H1 ITHO1'1950-or-ITT9.5 5 i. • J fa 1 r R 1• p co R 1• B 1 , CONFORMS TO DESIGN CONCEPT Dememmomi :is— 1 1 J,--_________B-1-3 1 i - J 1 B 1 TO+ ❑ CONFORMS TO DESIGN CONCEPT WITH a ILIL ® REVISIONS AS SHOWN J1 N a J 1 N N ❑ NON-CONFORMING-REVISE AND RESUBMIT J1 "- N. -11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORIMNCE J I tr tr "- J 1 - , WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORNANCE WITH THE J1 J 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. R1 J1 -.14 -i By: Arnold R.Soloaon Date:December 3,2D15 J1 J1 CT ENGINEERING INC J1 J 1 51 CONFORMS To DEs$N eon., J 1 =ii • ❑RCOevrsw"XV:TET"'"'"""r" ❑No RMDa-REVIEIResuomIY J1 J1 J1 . J1 krafili"a"`�'V.-.-:",«"` By {Bode Fulcui me 8/12115 J - ppii MILBRANDT ARCHITECTS i 1553aJJ0 J51 J3 JO I JJ JO - _la -sUi_ e�J JG IMPORTANT! AREFERENCE INSTALLATION 1\ START START GUIDE FOR ALL-FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE 1 PORCH 1 Pacifi umber I 0--HANGER CALLOUT ' ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE R -RIMBOARD 10515 5W ALLEN BLVD BEAVERTON,OREGON A 1005 (503)656-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 341 3 NERD(NEYN JB -JOIST BLOCKING CUSTOMER: POLYGON J =JOIST GALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH w/JOIST) DESIGNER: KAKI L.HENDERSON DATE: 1 1/21/1 5 HDR -HEADER(SEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 550-BEAM BY OTHERS SCALE: 1/4"= 1'-O" FL 1 — (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 A(NEW) PL15-398 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products 4 N PIotID Length Product Plies Net Qty 4 4 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 'milRM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT \�'I RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH HVAC RUN 0 0•'''1 Ii RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 El NON CONFORMING REVISE AND RESUBMIT BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. N N N �N N N N iN N N ,, N. D, — BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 0 '0 0 0 0 '0 0 0 :0 0 LL u- u.. Ia- LL LL u. '�u. LL LL ;LL LL LL o o 'lo o o 0 0 o ' BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold A. Solomon Date: December 3.2015 LL LL .ILL LL LL LL LL U iDC CT ENGINEERING INC CII — BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IN To CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ �oTw"roNCPT W. ❑NON.CONw.MING- LRESUBM�T 1 BM2 21-00-00 7 X 18 BIG BEAM 1 1 1 --0 BM3 21-00-00 BBO1 1 1 "KKMit z W. v�v,sE :` ^^nn S-1/2 X 14 BIG BEAM 1 1 O L.iiJi1 IO-uu-L.-- - e^MILBRANDT ARCHITECTSUlf I� �_�__ _.,, `-- 1 i e5 3 C1 ii® 1 g 1II °-0$114 5c( 0 -O ACCESSORIES QTY ii 1 R IMI C) TH017140-2 44 II 1 © HUCQ1.81/11 5 '111$ II 1 HVAC RUN I C II 1x14 OSB RIM FOR SHEAR BLOCKING 25' II FLOOR I OADINC II BK1=BLOCKING ID 0 H RM1=RIM BOARD 40 LL w LUL LLL 0U- p'.U- LL U-0 LL M co 0 a I 15 DL 0 o LL LL o, v v v IRM1 LL IIoLL ILOL LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL L21N 1 L,—) POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. [� 1 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA h1 1 ,BM6,L,_- no- a I II vo-L II A-14 I 1 __ _ a M3 RM1 _ - IBM6I _ IIII "0" 6-08-00 '0' ii `I_ —4.---.:.:I _ I�� Pacifi umber q 4 .------L%—. START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 CD _D - Co rn w2, wo -0 � Dm z j m Q rn Qw c...) (---1 r � y 6 D D y 0 ° > Z C m 49'-0' iiiz FT) * 6'-0' -0' 41'-0' - 42'-0' 20 20 � ocri cn I.. 1 m L C7 43'-0' a) 0 v o co, \ .. �"e 7 1 a w II I m ° -1 - E1 Cw ( )N n .. Dm m m Co •• WWWM CD z 0 - ° - ' C) � W m I �3 ,0 \ -- •1' , mli 4 m —0m0 co ° <z�oc—iz�z��o L l �— zi o �mmozzT*_G)COm /^�CC /�1 � Trrnnv'WmA z�3 O!It 'W (2) 10-1O Z , —zzo-mKomOmz al ______.+, O OOOZmzD.7,�zT , - -„— -^e� • -,,-- m -, o�mcmiAmz�m�z� .11 D3 (4) .. C ._ ,___re. c) z<mz I OOOOr m 4 —m CT (3) m ozmACx ilL a xmc51 -Dx �Doz=rO m � O ,D-_ ,1 , (O N® 11) ZOOCn ,�y zi \ . 213 cn it 7Z---..1 11:1 90 D2 ( p . a (2) _ _ 'CO - c C �■ D1 Cl ( y 11'-01/2U tin I” I 40-2' 12-61/2' i 0 40'2' 4 � . a NI CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPTo El CONFORMS TO DESIGN CONCEPT WITH n 3 2 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 0 REVISIONS NOTED .1, 1::rm c 20 ❑ NON-CONFORMING—REVISE&RESUBMIT ❑ NON-CONFORMING- REVISE AND RESUBMIT 31' C, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE m DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. D11ER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC