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Plans (242) S-r2sUS Ccs -gam 1 ,C-0.) ,.0 G.dS(1 LEGEND: -' ss SANITARY SEWER Pacific _� SD STORM DRAIN Cornrnumty IIIIMMIL- L_____11 295.6 .-���0•1� —yy WATER LINE Design -�►-�o 12564 SW Main Street �•.t�� — - MANHOLE Tigard,OR 97223 296.0 _ —_ gip. \I --..--� 51 2_ ���+- .- f43 Z92 29A 240= CATCH BASIN DATE. [T]503-941-94843/30/2018 11111111 REVISIONS _.----4J..�'f �r V I ®� NO. DATE DESCRIPTION _ .--� �-- .-� STREET LIGHT ....... _ - _ - --' i1 ...,..,--1=____ ,...„_-_.-. _________ -_-_-___„- --19.93'-...-r-------------- - ---7------ { ' --'"� 35,58I STRAW WATTLE PERIMETER — _ + i I { EROSION CONTROL L 11-1I !- r ''+1/ I ■ FLOW DIRECTION ARROW I I / STREET SECTION, SEE 1 1 rt \ - I 242 / I i © CONSTRUCTION DOCUMENTS I 243 4 _L, % ---_____I IILl ,905 SF I -4 / SETBACK SUMMARY 4.00' -4— BUILDING: 5A FRONT SETBACK: 12' c. 244 ; .a FF=289.87 I SIDE SETBACK: 3' // � STREET SIDE SETBACK: 8' / —. - 1 6.00' I FRONT PORCH SETBACK: 8' E I / I I I ;I I GARAGE SETBACK: 20' o / I II GARAGE I _ _I I I COVERED PATIO SETBACK: 10' ' I I I L REAR SETBACK: 15' I co ' I — 6.00' - - ( L `NI i I : / PUE TYP. ° .. °� --- _ _ ___—PORCH,_____ I / ! i LOT COVERAGE: ---- co _ -1r RIVER N I I - j" �`� LOT AREA: 4,905 SF Li, / _' 23.45' ------ 1 --13.49' .... .� '',�+±��►� TERRACE _ _ ► i' �� r I `. ;fir '� 0 BUILDING FOOTPRINT: 1,814 SF ° �� T- - - - - - /'trallfreialv4r----01.41111TIMPV ' EAST NO. 2 i . 51.0 NAddifil►�.._-- --" / \W, ,..---1010101 COVERED PORCH: 52 SF ss 2$9.5 *� �� '�, �' COVERED REAR PATIO: 170 SF ,� / ) 110,101101.• __,.....,--,„„,.....1,„„.,� /,�: ,...�,..► WATER METER - ,is ''�I�`-e arie f 289- --_ °s /.� r---�--"""` .*�,. /...- _.._-- cic. ...�r�11! CANTILEVER LIVING SPACE: 40 SF w — (1) JUNE SNOW DOGWOOD / l,. - SANITARY LATERAL %�r'''N LOT 243 Q CORNUS CONTROVERSA /��� DECK AREA: 0 SF PLOT PLAN 2 'JUNE SNOW' / _---= o \Lo 290—„, VIr — t — .. DS 001°>.. /� STORM LATERAL — :::: : 2,650 SF ci �I U> 0 ITY OF 2 POLYGON NORTHWEST (503) 221 -1920 Appy ed byTl Planning (i) PROJECT NO.: 395-064 2S1W6 Date: �O,��I�� TYPE: CONSTRUCTION LOT 243, R-4.5 (PD), STANDARD n - SCALE REVIEWED BY: PRE rn i itia'S: 10 20 co RIVER TERRACE EAST NO.2 - Q ttptpi3' SW BIRDSONG STREET 11NCH=20 FEET 2 PACIFIC LUMBER COPYRIGHTYfl15 ROSEBURG FRAMING SYSTEM' no«� " quality engineered wood products for today s builder' m ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. q �� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DRI M- sows ouu rosrs,:g,,zovE .. r-, , To BEAM.BELOW. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 1 "-`�""""' / '"sT^"�°^s»s'-OO1v5 supplierCompanystrictly prohibited.Unauthorized use or ,I YI ; - ,IIID rEever^u�,a r,.rcx product se other than ges rightsiLumber an is aosreuRG FOREST PRODUCTS RaYFe,MO PORSr FROpMR G --- sE^eiw^REr,or e�oc�s copying of these plans,infringes under the Copyright Act.Infringes face liabilities that include �� `� BE�ory To rosr^BovE penalties of up to 420,000 per work Infringed,and$100,000 per work infringed willfully. % �I�` RFPF JOIST i1 IHROSEBURO FOREST CONTRACTOR NOTES: P55/GN NOTES: ......._ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,�,�,.xw„w"` .� -ea��e 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPs BLOOKNG PANELS/NTHBEARMG NALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"= 1'-0'• 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 N.TS. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: START START j TH/515 A PLACEMENT PLAN ONLY- FRAMING NLY 3 psF LIVE LOAD FRAMING FRAMING This layout is to be used In conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all I HERE HERE shear wall blocking placement and connectors ROOFLOAD/NG: -t - ..i. __ __ I I Purchaser responsible for approving this 25psf LIVE LOAD 1 IPATI� / PATIO' ayout prior to any construction. 1p5f DEAD LOAD R1 - - I I - — FM r21 1- J5 .. J1 J1 III 1i JD _ d-0 B I - 5-1. \ J 1 - J5 Jri - J 1 J 1 .1 -II; ® CONFORMS TO DESIGN CONCEPT 52 J1 132 0 CONFORMS TO DESIGN CONCEPT WITH IREVISIONS AS SHOWN J5 " • J4 J-1 J5 0 NON-CONFORMING-REVISE AND RESUBMIT • • J52R1 R1- J5 �� 18'2 J1 - ..M '' J5 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J,1 _ I JEt}1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J5 - J 1 - '—"-1 J 1 J5 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 51 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J5 IM J1 J1 I. �' -1-5OVER THIS SHOP DRAWING. ' c;. rip Jr - 1 J1 J1 7 ,g By: Arnold R.Solomon Date: May 11,2016 I J5 IF 1 781 [no 03 J1 C I J1 03 t• Si I1111111111� J d CT ENGINEERING INC JE+ ] J1 J1 I \ J J5 7 }7,'3 6. 0 r J 1 I J ][ >< , ❑X CONFORMS TO DESIGN CONCEPT I _4, 11 I' J'— n CONFORMS TO DESIGN CONCEPT WITH � $t- r s- ,r I I JC -lei —=—,Y: REVISIONS NOTED ../,'�I 1 60 J'i 1 NON-CONFORMING-REVISE&RESUBMIT 1 J2 I ® I J2 51 J1 R 1 J2 ry - o J2 �, / THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I ((( R 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE E I / FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ,J2 - S J2 /// DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,AU.OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. • 3 R 1 a n B J I By Jeremy Pfarr Date 5/11/16 J2 PI J2 3 _ N 1' / MILBRANDT ARCHITECTS iviI i - J2 J2 !I, . _. J2 Si NI , J2IJ2 J2 IJ2 J2JJ2 J21. J2J2J2 J2 I11J1 J12 J1 J1 PORGH R1 J1 -----J-1R1 I PORCH I /MPORTANT,! I I I I I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING L PL 1 5-5 1 (MAIN) J DETAILS AND I-JOIST INFORMATION POLYGON 5A FRONT TO BACK Mrk* I Material I Width I Depth I Grade IC2ty I Gut Lth I Tot Lth 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32 LEGEND: B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 23 0-- R3 05B RimLVL 1 3/4 9 1/2 1.5E 2 12 24 -- --.---• --- Pacifiti+umber - H HANGER CAtLOUT R1 OSB Rim 1 9 1/2 11 16 116 ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 12 12 144 J2 RFPI-20 1 3/4 9 1/2 13 20 260 p COMPANY ® -P05T LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 �t R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 1 4 42 10515 SNI ALLEN BLVD B£AVERTON,OREGON 9-1005 (503)656-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 2 30 330 J6 RFPI-20 1 3/4 9 1/2 1 25 26 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK JB -JOIST BLOCKING JT RFPI-20 1 3/4 9 1/2 - 1 10 10 CUSTOMER: POLYGON J -JOIST GALLOUT JB1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15 PLAN DATED: 2/25/14 JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 6 3 16 B -SEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAMl4 HENDER50N DATE: 2/16/15 050-BEAM BY OTHERS H1 ITHO 1 1950-or-1779.5 4 FL 1 5-5 1 (MAIN) SHEET: 1 of 1 POLYGON 5A PL14-89 UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE T PIotID Length Product Plies Net Qty RM1 RM1 47-00-00 1"x 14"APA Rim Board 1 1 ��till RM1 40-00-00 1"x 14"APA Rim Board 1 1 i RM1 39-00-00 1"x 14"APA Rim Board 1 1RM1 21-00-00 1"x 14"APA Rim Board 1 'mg1 . RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 �I RM1 4-00-00 1"x 14"APA Rim Board 1 3 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"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 Pli 0 BM919-00-00 1.5 RigidLam LVL 1-3/4 x 1411 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 1411 . `� B,M I4 E BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 1411 • BM6RM1 BM3 B BK111-00 00 1.5 Ri IdLam LVL 1-3/4 x 1412 il I m ° � M N N' BM88-00-00 1.5 RgidLam LVL 1-3/4 x 1411 ' = •- BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Berl " BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 liBer� g BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 �� m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 � 1111111 �� ��� ii BM11 4-00-00 BBO2 1 1 1111111 , I � FLOORADING 1111 BMS C M I RM1=RIM BOARD -----111' - - lilijilif JR ACSSES''''' T72 ITT14 3 • 1 X 1.4 OSB RIM FOR SHEAR BLOCKING 21' 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN j I REFER TO STRUCTURAL PLAN FOR ADDITIONAL `- - Li: LL LI. POST TRANSFER BLOCKING i co 1 I II AND SHE—AR BLOCKING REQUIREMENTS. i HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. (FLOOR DESIGNED TO MEET OR EXCEED 1480 DEFLECTION CRITERIA( m I� WHERE PLATE NAILING AT jBK1f �RM1 SHFARWALL ABOVE EXCEEDS ONE . . BM7 - ,-- _-- PROVIDEOR WIDER RIMMATERIAL AS REQ'D. ISI. N I N N N=N I M J . IRM11 RM1 ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH I 1 I REVISIONS AS SHOWN ®COHFORM S TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT =10::1,5 TO ESIGN roxCEPTWETH THIS SHOP DRAPING HAS BEEN REVIERED FOR GENERAL CONFORMANCE t\t D NON-CONFORMINi-REVISE MREseeMO ROTH THE DESIGN CONCEPT ONLY PND ODES A7 RELIEVE TIE FABRICATORIVEMAA OF RESPONSIBILITY FOR CONFORNHCE WITH TIE n iwiv"Crap 'vep DESIGN MANS AND SPECIFICATIONS ALL OF%RICH HAVE PRIORITY cifi Lumber ==„75,r.s .<xmr ca” DYER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. (24x36 SHEET) SCALE: 1/4" = 1'-0" ` ° �"°""` RY ...... Data vn2/14 BY: Told R.EeTOA Date:September 19.2014 & TRUSS \ COMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC