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Plans (64) /3 702- s ' 66.K, fIST / r e o LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Commtunii}' Desi in —w WATER LINE 12564 SW Main Street I L _ �_ _ _ I J _ � % ® • MANHOLE Tigard,OR 96723 ■ CATCH BASIN m�3 941-94aa �� �0 � DATE: 12/17/2015 \ STREET LIGHT REVISIONS 19.00' 20.00' D4 TRACT J STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 259.3 4.00' 260.7 — 3.00' EROSION CONTROL �� — 34.0' __ PUE STREET SECTION, SEE �- © CONSTRUCTION DOCUMENTS I_;—' 1� 1 1ri �� 1 II � � I �I I i GARAGE I Y I \\ SETBACK SUMMARY I I I I tl I N i : I�,,-1�J_ I I FRONT SETBACK: 12' — I I I I I I T 1 I , I , SIDE SETBACK: 3' I� ' I hi_ I - I ISTREET SIDE SETBACK: 8' JI� I +� �; 4.00' I REAR SETBACK: 3' 4.00' IA II —I PORCH SETBACK: 8' 1 66 I I I 67 .o ; i 2,720 SF i I� 1 < II C; 65 I E I� BUILDING: 2610A I I 1i, FF= 261.8 ; � LIIPOR11 it N , I �__F_iL LOT COVERAGE: = II� �- PillIti I L -g9 I ° ° _,oI i I LOT AREA: 2,720 SF — 22 00' - - _6.00' POLYGON AT 255.8 `` 20.00 BUILDING FOOTPRINT: 1 304 z5s.t PUE SF o — —— i���„ ..� — J WEST RIVERIN/�-1 SIDEWALK w / _ \. /.�� �� TERRACE .. — — . _ 49 SF COVERED PORCH: 3 PLANT (1)' STREET ��,. '34.0' ,`�� _ !j��� ` ° TREE: 2"CAL. JUNE ', fla.-- CANTILEVER LIVING SPACE: 0 SF SNOW DOGWOOD/ �i'I��1�.f _i_' N'��� �IA+�I �A��i�+�ir-m� IA% COVERED PATIO: : ::CORNUS CONTROUNE `11111 a ,- o p,`� ` _ �� y1 Lo pip ��� ` LOT 66 " �` WATER METER — TOTAL COVERAGE: 1,353 SF PLOT PLAN SD SD SD SDI r SD IR 4, STORM LATERAL 36.00' 49.7 % 0 n I I I SANITARY LATE;L SS— 1' SW SABRINA AVENUE - SJ SS SS— IMPERVIOUS AREA: 1,689 SF g TJ a: c4_, r1 p a b . 4115.11:1'11111141111(16/NA-4°.11111101W- O V CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 APpraves y Planning 0 2S 1 W6 Date• C / -1114'7 PROJECT NO.: 395-029 TYPE: CONSTRUCTION LOT 66 (R-7, STANDARD) Initials: L-S SCALE REVIEWED BY: PRE POLYGON AT WEST RIVER TERRACE ,o O Q 13762 SW SABRINA AVE 1 INCH=20 FEET Z II �d� Y :� PACIFlCWNBERCOPYRIGHT2013 ROSEBURG FRAMING SYSTEM" w-a I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. Q1�1f7Yl/1BETBd wood product for JOdOVfr builder- ---...... .,,--.,r 5 e The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ro ee.wn+canon. Company,which retains copyrights to,and ownership of the laps.Use of these lens b an other w� �,IIIE w �Pi� P P P y y R�Gt�I.aJYL RIG�r M ,......-. xcrK�sawsx ems• whichr other than Pacifico.and Company Is strict Use o t ese plans by use or 'I�, I ,�,eoerK tL w.Ten product s mp nu strictly Pr ae,,nws wee,,,,e copying of these plans,infringes rights under the Copyright Act Infringes fete liabilities that incluse aoaavao^°+�*PRODUCT* earesua6 rasa rn eopncrs �� `� / so.on ronosrAeo,ee penalties of up to 520,000 per work infringed,and S100.000 per work infringed willfully. �IIM ;�\ /\, I JUN d 2616 RFP£Jo sT =.•”..,,, --, CITY OFTIGARD 1)VERIFY coNneAeroRNOr FLOORMING CONDITIONS THIS BUILDING Di'" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR SYSTEM 5 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPTelOLKN6 PANELS Wm BEAMS WALL ABOVE POST LOAD MAN-119M DOTAL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NTS. KTs (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING BOOR LO' f11 5)PROVIDE PROPER SUPPORT AT ALL 1 sf DVA LOADOD SHEARWALLS 12psf DEAD SLGSIN6AREA* NW- I 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6n 25psf LIVE LOAD 1 1psf DEAD LOAD r - -I WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEAR WALL ABOVE EXCEEDS ONE ROW. EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL PATIO AS REQD. AS REQD. 1 R1 WHERE PLATE NAILING AT R 1.- SHEARWALL ABOVE R 1 R 1 E 1 R I Z EXCEEDS ONE ROW, J5 R 1 • i PROVIDE ADD'L BLOCKING .......__..._ OR RIM MATERIAL § J AS REQ D. I I_€ in - - in J6 _ 6 _ 1r ' y� 7 P _—_______—__.......1.,16 ..._.. �. PL 1 3-252(MAIN) I, tf: J6 _. POLYGON Material Width 6Pada GIN GutLDME TotLth I. J2 .12 .. -- - MR1 OSB Run 9D 2 1 10 1 10 ...=.>.JS-. ._.. .....'1 . i._7T_. .:.I.__ �7....:_--- ..-..._ ...: _.-.._:—. ...._... J1' RFPI-20 1 W3/4 9 1/2 .... .. 2 4 ..... ............_ ..w....<.--_ U J ......_mac _ J2 RPM-20 ..._ ..... J6 ..._.._ J3 RFPI-20 1 3/4 9 1/2 1 8 8 R 1 IR 1 O O R 1 r -1 J4 RFPI-20 1 3/4 9 1/2 3 1 8 54 Jb .._... ...::.:.. ....:.:.:... e ry ri ._.__. _..... RFPI-20 1 3/4 9 1/2 1 28 28 c - - J6 RFPI-20 1 3/4 9 1/21 5 26 390 ---!---..16------ - - - a .- -- ----_.- J --'------ -- • 51 Ri 4Lam LVL 1 3/4 9 1/2 1.5E 1 18 18 0 n: ,16.--i ...... ...... ......... B2 RIgidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 Jb JB 1 S JB 1 BLKG RFP1-20 1 3/4 9 1/2 20 3 60 WHERE PLATE NAILING AT ...._ Jb -:..�:.:.._ _ .:....._:.. -: ELL Eel . ...:: Jb ....... .__ .._.... .. ..... SHEARWALL ABOVE K —_ EXCEEDS ONE ROW, : J6 - - ry iv __._..14'-O�.._.__.--Jb_ ._.____. .1.2-0_-__ H 1 O 1 1950-or-ITT9.5 4 PROVIDE ADD'L BLOCKING 12'-O' 1 4'-O OR WIDER RIM MATERIAL . ...... ...-:..: .........:_. __. _..- "--- Accessories AS REQD. a. P - .- '."df... -. ...-'- ----- "--. J6 ,> 82 - ------- --'-- -{3-7 -- - RI J31 J,3..___... :.:.:.:.. JB1 R1 --------J4 --.c I I :: ._ J4 ._ _._.. Jf}1 D1 PORCH 1 �PORCH J 1 - D1 4. I I ::.__...:.:. R1 I I .... _ J4.::__.... 1 - —34 1 1 R 1 r— •�4— REFERENCE NSTALL.ATION ..� ,� GUIDE FOR ALL FRAMING Ft 1 �_ START START R, DETAILS AND i-JOIST INFORMATION 7 FRAMING FRAMING Y WHERE PLATE NAILING AT WHERE PLATE NAILING AT N. SHEARWALL ABOVE SHEARWALL ABOVE HERE HERE EXCEEDS ONE ROW, in in ` LEGEND: EXCEEDS ONE ROW, —PROVIDE ADD'L BLOCKING � � PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL ( H l--HANGER CALLOUT�/ AS READ. AS REQD. ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE ❑ CONFORMS TO DESIGN MriaPT R -RIMBOARD 5930 JEAN ROAD LAKE OSWEGO.OREGON 91035 (503)858-4663 LB -LVL BLOCKING CONFORMS 1D DESIGN CGNCEPT Vali REVISIONS AS SHOWN PLAN DE5GRIPTION/NUMBER 2610 A ,® -JOIST BLOCKING ®f°"'O""5TO°ese"'rA"'aT 0 NON{DNF AMING-RDIISE AND RVSI BM?T GUSTOMER: POLT&ON J -JOIST CALLOUT ❑ rwn "Cnu�rrT+nx B -BEAM(FLUSH w/JOIST) THIS I x R' -R MIRED ow EJR,ENFAE iii PLAN DATED: 4/23/15 0 HorRinnwRRRuw-Rr+aE i RESL,aR Bi TR t{v 74..T:.kr r r '.DB NB,ow:E wi 1 FIaRIi:5MIVE1012 Er R_ uIBILITY r.,1 VFONAKE NMI i, MAIN FLOOR JOIST LAYOUT __ ,�,,c,,m„., -' WEWINGE,"a"RrA:-:.:TER 1E 0110I` EyNPDE516NER KAM/BELIY000 DATE 11/23/13 HDR -HEADER(BEAM BELOW JOIST) MR m SW_NO EP. r:TI Mx swl:qui f_f1101;x;. BBO-SEAM BY OTHERS SCALE: 1/4.-1'-O' '+ w.A RAO Dm >m Rr:ve. By: Jose R.fem. cL:e:3atenser 1e.xu MILNRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-2 5 2 (MAIN) SHEET: 1 of I ❑ CONFORMS TO DESIGN CONCEPT POLYGON 1711 CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13-251 UP H ❑ NON-CONFORMING- REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONF k i CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE TH REVISIONS NOTED FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE THE ❑ NnN-CONFORMING—REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF AHICH HAVEC-4 0�IORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL vMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM 1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: SeDtemb:li 19. 2014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC13 fi, PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 Ii By Alexia Fukui Date 9/22/14 RMI 13-00-00 1" x 14" APA Rim Board 1 1 ri MILBRANDT ARCHITECTS RMI 3-00-00 1" x14"APA Rim Board 1 1 RMI 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 rit BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 if BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ti,wiilirmfa BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 II p BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �I "' u BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A Fog m�` F09 , BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 37�i�1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FOB u .__ , m,,,117°, 11l F07 ft -e, BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 ... .... I 'M BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 00 19-0 .o FQ7 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ice, BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 J F07 B M 1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 o FOB i 0 F07 BM 10 26-00-00 7 X 14 BIG BEAM 1 1 0M. _J < tAZ BM3 J Q O BK1=BLOCKING cn J RM1=RIM BOARD 5 z 111111 BM4 ACCESSORIES QTY W W F02.l' GIC �s� Q 11 0 TF1017140-2 43 2 _ l�li F02 I I F04 II © HUCQ1.81/11 6 4t0 F02 F04 'I� 1x14 OSB RIM FOR SHEAR BLOCKING 28' =.I Z il W _. F02 I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 d I Z a § 5 F02 _F�'I I F,� II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F-LinW W F02 - BM3___ FLOOR DESIGNED TO MEET OR EXCEED 480 DEFLECTION CRITERIA 0 ° -J �,ao U X C7 W $_ FLOOR LOADING a W z F02! V F03 40 LL =fY 0UOQ F02 I F 15 DL � QmtY ammo F02 �. 19-03-12 I • F03 F02 I I - F03 II A F02S:F ;2 m JOIST WITH RIM F1112 _ \ " — II Z ill F11 Y F12 11 F11 umberN 1 F01 p 0 _: _ ._.::4 & TR U S 1 Pac S _ C0MPANY RM1