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Plans (419) LEGEND: SW BL�MFIELD AVENUE SANITARY LATERAL ' s s —ss SANITARY SEWER Pacific � g �� us as s —SD — STORM DRAIN Community l r\t /\., ':',.? /ff ri I —w WATER LINE Desi`n / �� STORM LATERALr WATER METER OF Ams, 12564 SW Main Street i • MANHOLE Tigard,OR 97223 / ' t / r� ,,>r (1) DOVE TR: E/ ' [11 503-941-9484 -., - � f/WM DAVIDIA INVoLUCRATA ' CATCH BASIN DATE: 8/3/2017 �L 0 `, 332.1'/ ■� UlY -a `^ ,1 111161%329.6 � ,1I�r� NO. DATEREVISIONS RIPTION 6 3z 0' t If — STREET LIGHT i' CMN. . �. fil 44141fir 11 JP _ _ 4 1 , . 71 STRAW WATTLE PERIMETER 4 —1 — EROSION CONTROL j t` �♦ FLOW DIRECTION ARROW ! i 20.00' i 6.00' PUE, TYP.� I �r—_—— I I -- STREET SECTION, SEE /7f , I ff 11 —i I I 4:11 CONSTRUCTION DOCUMENTS `- II ' I I ; GARAGE If ,I , SETBACK SUMMARY FRONT SETBACK: 12' E r I I' I , �- - I SIDE SETBACK: 3' a I ' �' ;` , ; STREET SIDE SETBACK: 8' �, r, �! ° l � � 3.00' , - f` FRONT PORCH SETBACK: 8' N. 0 IN ,''' ,— 179 i 178 ( 177 i i 176; REAR GARAGE SETBACK: 20' CV I Lri I 3,136 SF i 1-HR FIRE BUILDING: 1-HR FIRE i 1 i ; I o ♦ I': RATED EAVES 7B RATED EAVES i c _I FF=333.81 , ,' 1 j / 3.00' i I LOT COVERAGE: N r f' ,' j i i RIVER 0) r--- I LOT AREA: 3,136 SF ,-.' r =3339.- PORCH, --- ---_—_ TERRACE / 33a ...rilli 1 _ -_---- ' __�. 8.00' � 329 / _i_- PUE, TYP.-•--`-"""� BUILDING FOOTPRINT: 1,309 SF ' 3 8- ■ — EAST o '; 326 8.00'_— / — jill. — COVERED PORCH: 203 SF tiiMC 325 o y`i IIItkailialig -- 111111111-1111 ' Ar► .......... COVERED REAR PATIO: 0 SF CO a x32.0' off. ° I N. A ° / ° 323.4 �► ° a 's �� ° CANTILEVER LIVING SPACE: 0 SF cn 321.4 _. if/ix LOT 178 N. 'CZ CA= lir a` r 4 .41 � _ DECK AREA: 0 SF --�- 4 AilltoAidriak i _ , - PLOT PLAN _. 4121,,, ---111111.AI AL +' - TOTAL COVERAGE: 1,512 SF "�" (1)GREENSPIRE LINDEN/ 't SW RIVER TERRACE BOULEVARD TILIA CORDATA'GREENSPIRE' 48.2 % 2 ,—;_ .. - k v`'s � ` ti r Is' IMPERVIOUS AREA: 2,043 SF �. 0.- -1- 0 v0 m POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD0 0 Approved by Planning PROJECT NO.: 395-041 ..---- 2 S 1 W6 TYPE: CONSTRUCTION 0 LOT 178 (R-25, SMALL) Date: 1-'1,61-i SCALE REVIEWED BY: PRE �� 1 RIVER TERRACE EAST Initials: S� o 20 Q 12981 SW RIVER TERRACE BOULEVARD 1INCH=20 FEET 2 �° >n.:� ...:R PACIFIC LUMBER COPYRIGHT 2[112 ROSEBURG FRAMING SYSTEM" �,,....,� i quality engineered wood products for today's builder .ay ., All These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber • R I GI D LAM LVL RI GI D RI M� a ° -M '\�� o° Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 4011i ,rt w product supplier other than Pacific Lumber company Is strictly prohibited.Unauthorized use or ROSEBuao FOREST PRODUCTS ROSEBURG FOREST PRODUCTS —� ,IIIc copying of these plans,Infringes rights under the Copyright Act.Infringes face IlabllitIes that Include - `\`\/t. BELOW TO POST ABOVE. penalties of up to 520,000 per work Infringed,and$100,000 per work Infringed willfully.IIM RFPI Joist � = IIIA I CONTRACTOR NOTES: DESIGN NOTES: M^+^a^� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS w:::°y,a..ra.eawa 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ,,,,.,.,e,, ,..,aoe .. EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPs BLOCKING PANELS FAITH REARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF NTS. NT.S. 4)USE CAUTION WHEN CUTTING FLOOR LOADING: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD I I I ROOF LOADING: _ 25p5f LIVE LOAD 1'lpsf DEAD LOAD R1 R1 JO - REVISED 5(11113 KLB R1 JOje— Jo NCi PL12-148(MAIN) POLYGON 'IE3G -----ld---- --L-JU--=- Wk.a Material Width Depth Grade 04 Out Lth Tot Lth T -11 ��_ R 1 OSB Rim 9 1/2 6 16 96 J1 RFPI-20 3/4 9 1/2 4 16 64 PATIO - I I PATIO J2 RFPI-20 3/4 9 1/2 10 26 260 J4 I r J-i I : J3 RFPI-20 3/4 9 1/2 2 28 56 J4 RFPI-20 3/4 9 1/2 5 22 110 b...... _..._....... ........ .J.} ......... _____..............{: ......� _.__ ..—_.._. .__.J,} __d .._....._.... - J5 RFPI-20 3/4 4 1/2 1 , 8 8 J6 RFPI-20 3/4 4 1/2 2 2 4 .l 4 Ifs J1 J4 �YIk E611 J7 RFPI-20 3/4 4 1/2 1 18 18 JD 4 r JT Xi I 4 ,E J(y 51 RigIdLam LVL 3/4 9 1/2 1.5E 2 14 28 ]r"1r`sss �IIi L"J'9'• 52 RlgldLam LVL 3/4 4 1/2 1.5E 1 8 8 L '.i 1 .11 J JOT BLKG RFPI-20 3/4 9 1/2 1 9 3 Si ......_ ....... .._..... J52 BLKG 1.-I5 LVL 3/4 9 1/2 1.5E 2 3 6 0 v. J2 0 0 J2 Accessories _ i _--}--f _� _� J2 II CV J2 I H1 }THO1T950-or-ITT9.5 I 16 I E,, 6 al—}2.-._.._..._ _._____— _.........._ e eJ-2 141 rl C F CONFORMS TO DESIGN CONCEPT ®`OM 0909 DESIGN CON�° ® ❑.COiv"so sMo os"'"'rrw:m J2 ii: E J2 ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ n BM 11, R 1 V V R 1 REVISIONS AS SHOWN :' `....",. ____.._ J�_1_J2_ -- DI ry J2-. 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM° a" \ \ __ .J �' Nltt fuwi��&F Dart 2137/16 IRIS SHOP DRAWING MS BEEN REVIEWED FOR GENERAL COMFORRANCE J2 Cr t- J2 - WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE M I L I 1 A H D T ARCHITECTS FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ii DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIORITY J2 J2 [, OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMEIISIONS. 1 42- _____________ y_ ____ _____ _ _____-----_-. By: Michaela R.Petersen Date:February 11,2076 if . CT ENGINEERING INC J2 I - J2 1 - _ 8 I r ........ �.._.. �I'l ._. IMPORTANT! --- Si JE92 ,JB1 J;1 I JB2 R1 REFERENCE INSTALLATION � GUIDE FOR ALL FRAMING L J, - —I I - 4 ` DETAILS AND I-JOIST INFORMATION i III _ 1 Si I JB1 JB1 � Si START / J1 1 J1 �\ STARTPacifi umber FRAMINGI I r FRAMING LEGEND: HERE PORCH PORCH HERE & TRUSS i COMPANY ( H .---HANGER GALLOUT I I �l ® -SUPPORTING POST L _ J PLAN DESCRIPTION: TB -POST LOAD ABOVE - - - CUSTOMER: POLYGON (MAIN) R -RIMBOARD PLAN NUMBER: TB LB -LVL BLOCKING PLAN DATED: 4/1 9/12 PL 1 2- 1 48 JB -JOIST BLOCKING -OUR LOGAPONS- _ REMODELING CENTER: EAP 1,E5/GNER: J -JOIST CALLOUT 15700511000NE5 FERRY ROAD B -BEAM(FLUSH W/JOIST) LAKE 0505)555,663 511E60,OREGON 9035 KAMI BELNIOOD HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE ti CONTRACTOR YANVI1 DATE: 5/17/13 5.174 Sri JEAN ROAD 580-BEAM BY OTHERS SCALE:1/4'-1'-O" LAKE OSWE5 0.OREGON 9/055 (5031558-9663 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 Products 9-06-00 PIotID Length Product Plies Net Qty m LE77 :1 RM1 46-00-00 1"x 14"APA Rim Board 1 1 BOTTOM FLUSH WITH JOISTS I 73 RM1 28-00-00 1"x 14"APA Rim Board 1 1 �BM1� RM1 17-00-00 1"x 14"APA Rim Board 1 1 r- P . >r -'--7-t,- p ® RM1 14-00-00 1"x 14"APA Rim Board 1 1 ©1 -09 05 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 i RM1 3-00-00 1"x 14"APA Rim Board 1 1 N '.N N N N N N N N N N N N ,0 0 0 0 0 ; BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 I 0 0 0 0 0 0 0 0- BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL LL LL ILL I LL LL LL LL LL LL LL LL 11 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 ®CONFORMS TODESIGN T«nI„T BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ICO.,I".""Tw E°o""`O'C"""" BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ''. 11* 4.l] 4N1, '�`.I F ,xliv' ❑NOHco"wxMIIM-REVISE a RESUBMIT & �rl :mil _.=a___ �_- = - _ a,,;"`Kv "^" `°°'p"`"^"°'""" ALL BEAMS AND CONNECTORS PER ENGINEER IRM1 cy F031 • m Me.WWI D".vvnc B C3 0 MILBRANDT ARCHITECTS C3 1. F03 n ACCESSORIES QTY ir-, Fol a `�/ ® CONFORMS TO DESIGN CONCEPT Q TFI414 24 it Q ❑ CONFORMS TO DESIGN CONCEPT WITH O TFL1714 1 F041 y REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' �IRM1 ; (� j Ill F04 �;: 4� ❑ NON CONFORMING REVISE AND RESUBMIT © HU412 13 F09 �ff I F05 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE M WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F06 IER F07 FABAICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY F07 o F06 IN OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FLOOR LOADINGS BKS=BLOCKING F06 4= F07 By: Michaela A.Petersen Date:February 11,2016 RM1=RIM BOARD 40 LL D CT ENGINEERING INC 15DL F06 112,I � F07 re. REFER TO STRUCTURAL PLAN FOR ADDITIONAL P F06 r POST TRANSFER BLOCKING ti __ 1 li .I F07 AND SHEAR BLOCKING REQUIREMENTS. A. F06 Ili i F07 ` n I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I x 3. RIP F06EARN F07 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. � Y a I. F06a = F07 I FLOOR DESIGNED TO MEET OR EXCEED L1480 DEFLECTION CRITERIA •_i F06ill F07 s W F06II I, F07 CO ® 4 F06 - I ',T-,. F07 a • • T- 1 F09 - I F05 • ��\ moi. F05 a _ _ _ F09 yY O a I . .I. F1 F09 . . ■'-- F05 I (> F08 . RM1 re �re \ j immosimm F08 RM1 DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. - PacditLurnher JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET 8. TRUSS COMPANY SHEET 2 OF 2