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Plans (387) 5�a-'\- - �! ' U . .- SC c Sit- 4 4 • LEGEND: --Sc — SANITARY SEWER Pacific I I - II - — z-i , - - �� STORM DRAIN COlnn1u11ity — rr=— ; I —W WATER LINE Design �` 327.1 324 0 12564 SW Main Street ' `! MANHOLE i ' 1 Tigard,OR 97223 50.0' 1_,I J e r 7 CATCH BASIN 503-941-9484 .. DATE: 7/7/2017 -- J REVISIONS ' �� �� '��„ �_ NO. DATE DESCRIPTION-''_ 23.77'= � �_ -1 STREET LIGHT , tf 3 '' t t Ip - / -- STRAW WATTLE PERIMETER 1 �` 35 00' 1, EROSION CONTROL , I I FLOW DIRECTION A / r - I ARROW {{ J STREET SECTION, SEE o I' I I J ; j______ , _ f ; L1 '-----*--- -- , ___---2, © CONSTRUCTION DOCUMENTS 1 177 1 4 1` ;` 5,000 SF f %' _Y1I I1 I SETBACK SUMMARY I BUILDING: 5D o I FRONT SETBACK: 12' r o r FF=324.01 o ` 76 SIDE SETBACK: 3' / it STREET SIDE SETBACK: 8' E ,:; ,' 4.79' --► ` '63 II; FRONT GARAGE SETBACK: 20' N r I FRONT PORCH SETBACK: 8' 1. I / 1 I ►- 5.21' ) REAR SETBACK: 15' GARAGE o f'7 y ,` I REAR COVERED PATIO SETBACK: 10' Ii ,� 1 6.00' ---, - ' %=-� - ORCH i ; _I___ IJ.,::rri —r LOT COVERAGE: LU I _ L� I RIVER j __ N ° - 20.00' L. I° O� I LOT AREA: 5,000 SF 15.42' 17.00' 3 _ — — —� — — — TERRACE i — 322.3- - - -/-/\/:/i — - - - - - --= - - � — �- SF 7 7 I 1 318.8 �- - t— - - BUILDING FOOTPRINT: 1,826 — yf v' EAST ° �, f %� ` e COVERED PORCH: 54 SF 50.0' o a� o _ 'i ice % 1 ,/ / v COVERED REAR PATIO. 0 SF I Fri . \ (1) YELLOWWOOD /CO 1 WATER METER \ Y \ CANTILEVER LIVING SPACE: 12 SF , I 1 CLADRASTIS KENTUCKIA 5 4 s ,, \ 77 i _i , �, ' �� \ STORM LATERAL DECK AREA: csi $� 0 SF PLOT PLAN o - SANITARY LATERAL TOTAL COVERAGE: 1,892 SF r f f SW SNOWDALE STREET B f n ; c� ° 1 )1 rn -._ ,, , 37.8 % cl in , s t --° "T o -7 -; ---- ! f 1 /1 j o IMPERVIOUS AREA: 2 654SF ' v v 0 / t) •3 CITY OF TIGARD POLYGON NORTHWESTAA ^ (503) 221 -1920 Approved b Planning 2S1 W6 PROJECT NO.: 395-041 O v V Date: _ 1`':. �� TYPE: CONSTRUCTION / LOT77 (R-7, STANDARD) SCALE REVIEWED BY: PRE o. it�als: �C ,0 20 RIVER TERRACE EAST .9716827 SW SNOWDALE STREET 1INCH=20 FEET POLYGON 5D PL14-92 UP 7/29/2014 14" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products T TARTFRaMINGHERE ¢ D Length Product14 Plies Net Qty RM1 RM148-00-00 1"xAPA Rim Board 10I1 1 um r RM1 40-00-00 1"x 14"APA Rim Board 1 1 .41i it) RM1 38-00-00 1"x 14"APA Rim Board 1 1 I 1' RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM 1 2-00-00 1"x 14"APA Rim Board 1 2 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 G — BM7 21-00-00 5 1/2"x 16 1/2"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 2 0 :11 BK117-00-00 1.5 RigidLam LVL 1-3/4 x 1411 4.. BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 1411 c amiiww.�-. .: r: I;.-. ro BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 1411 ■ 1111 pi; BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 c ] II BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 --- BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 rill "111 � o BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 1411 �rt BM12 17-00-00 3-1/2 X 14 BIG BEAM11 �(o m BM5 9-00-00 3-1/2 X i4 BIG BEAM 1 3 �� i BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 ��� � �� 111111,M fr BM3 5-00-00 3-1/2 X 14 BIG BEAM 1�- IT.1�! BM11 4-00-00 BB0211 f ii .. ., ?® FLOOR LOADINGitI:': IIII I .' RM1=RIM BOARD 15 DL ACCESSORIES I QTY I I 11111 TH017140426 © ITT1431 X 14 OSB RIMFORSHEAR BLOCKING 22' L' ISHE2ARBLOCKING PLACEMENT PER STRUCTURALPLANmAc � (7. REFER TO STRUCTURAL PLAN FOR ADDITIONALI— A�1�4F POSTTRANSFERBLOCKINGAND SHEAR BLOCKING REQUIREMENTS. I'� = _– — �J —�'--�<y I 1 1'04�■� I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. —N N_;f I I _N Eg,I I"_! _! 4 r,. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA + IRMII �BM5J ®�i17 WHERE PLATE NAILING AT N SHEARWALL ABOVE EXCEEDS ONE _ _ I RM1 ROW,PROVIDE ADD'L BLOCKING OR I ® WIDER RIM MATERIAL ASREQ'DIL . ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH ®CONFORMS To DESIGN CONCEPT REVISIONS AS SHOWN (24x36 SHEET) SCALE: 1/4" = l'-0" ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ THIS SKY,MING MS BEEN PEEIEED FCA Eh RAL CONFD NANCE ❑ & WITH THE DESIGN CONCEPT ONLY An DOES AOT P LIE'E THE pack umber fITH TNEDDESIGNGR NC PT ONLEIBILIDY F'A CONFOAE.E T WI H THE UEIG4 DAAMINGE IM EPECIFICRTIOA'E A OF NN CN NAVE A OPII .. pVEA THIS SIV gNWING. CDMPACi OP SM RIR ALL DIN YSI01`s. -.. „,,.,,,,:,,,,,,,,,,7,,„,_ e Cnida By mm A.Ee c� Date:SPccPNC=�Ie.2C14 & TRUSS COMPANY e MILBRcANFDI ARCHITECTS CT ENGINEERING INC