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Plans (14) 10S2- su) fkr--ckisal st- Astio03gg LEGEND: „,, .......... —ss SANITARY SEWER Pacific Community —SD STORM DRAIN Design —w WATER LINE 12564 SW Main Street ® • MANHOLE Tigard OR 97223 [1]503-941-9484 • CATCH BASIN DATE: 05/03/2019 I REVISIONS —0— STREET LIGHT NO. DATE DESCRIPTION 264.5 265.1 50.0STRAW WATTLE PERIMETER www , mum,yrutumiumuriff4.mmwmwmwmmvv.mmumm=m unsmuluirmwmumwmwwwwww EROSION CONTROL - — — — :- -- - - - - - - - - - - - - - - - - - - -----— — - 1110, FLOW DIRECTION ARROW i _z_-18.35':- --r ...7_:-- _--t__-270_ ....— — —- — — _ _. _ - ,--- — — - 1-1-- -26.22'- - - — 1- --__-- __11 --2--f--- - - ---I STREET SECTION, SEE — - - — —__ _...--.._ CONSTRUCTION DOCUMENTS g -9 1- ti - rF------ — ' .-- --- 275-7 --- — _...._7-1 ----- \\ — — — -1:1----275-- - - - L _ DECK _ _f_ ___ - — - 1 - - _--t-____ - ------__ \\-- .„-L-__ __-_-__T LF - - "T------------_-_-_-_± — - -L-11 — -":„. _,- N:7-___ ___ --- --- --- --- —1— 1 —1 _ _ _ _ _ _ _ --- —_•._ .00._ ___ ___ - SETBACK SUMMARY - --- \‘`\ - - - - - - -L - - - - _ _ _ - - — — 280- I______ L FRONT SETBACK: 12' — --- -- \\--- — —280— ___I BUILDING: 3AR- __I. _ -- ---11: ' 282- .-- - ‘ .- STREET SIDE SETBACK: 8 , ' i i 0 .--- \ 224 225 .- II FRONT GARAGE SETBACK: 20' RECEIVED, ci E \ 4,379 SF 1 bl: --- III FRONT PORCH SETBACK: 8' gt E 226 \ '1 1-1). a I . -. REAR SETBACK: 15' MAY 8 2019 ... . 1 1 : , -1- 1 1 REAR COVERED PATIO SETBACK: 10' . ---1.- 9.00' --• - I / I C I TY OF TIGARD ) \ - ] BUILDING DIVISION 5 -- ,-- CV --- — ‘283 — — 4 _ ____ j 1 I - - — GARAGE II I oi -- 0 _ , , )_ i I 1 LOT COVERAGE: 1.-_1 :1 I RIVER , ._--___ —____ ii ,_,I 0 H4__i_ _ _,.. LOT AREA: 4,379 SF .../.--- I I, ---(--' CV C.......1....**.q_ _---1----1\ I E- — ',.--1- ...,' ....../ ___ -- — •-•`- - 6.00' TERRACE in ---- ____„ , , , _- _- l'•u3'' .,..:16.23' _, o_-- L„ ___ 0 0 I PUE, TYP. ' i-- BUILDING FOOTPRINT: 1,585 SF M78 - -I_ i....., SD ,- - . ' 0) 13 .,,,, ,.. - _ _ _1,<, _ _ _ COVERED PORCH: 45 SF EAST NO. 2 ui p_ P. -6 7.-1 ___,,,....<-A or. ,0283. ftlia.-- -grAlop, f z -Lc 6 -.---w....i. T....x4RE+.711 rag \.• fli ..4- viellia-il alti - /11Wir 7'9'Apr 24 4' vr4r01 Vireire.v /40- COVERED REAR PATIO: 0 SF cr -9 4;111111 4111,0W4pAimr • A441141 , A A% r A ZdAtillhn 14;' ,. .0„________•_711017/14, 111111111111111111111111 CANTILEVER LIVING SPACE: 16 SF PIAW %I. 4--rovi 1"..._ .., LOT 225 in 4>._,. - WATER-METER m- - --,-- imilimitimilki-A-I 111111111111111111111111111111111K1011111111111 I-- v) < "0 G." '..417/0 \ AA AA W/111111I, --NIIII JAMMU PERVIOUS DECK AREA: 152 SF PLOT PLAN . Ak .... . -\1411111 '" , .1, to 11 d STORM LATERAL A ' (1) JUNE SNOW DOGWOOD TOTAL COVERAGE: 1,798 SF 0 sus 'D SD / CORNUS CONTROVERSA 0. Z C I --\ /411( m .... — 41.1 % ,<, 'Z 'JUNE SNOW' SANITARY LATERAL tO1 . E \ / 0 SW BIRDSONG STREET B / 0.0u, ,s 04 IMPERVIOUS AREA: 2,046 SF ci / 0 c) k /Am 6 N, -Els - - - aiiii/MIIM”. NM IKU/W 0) 1 c 3 2 POLYGON NORTHWEST (503) 221 -1920 a PROJECT NO.: 395-064 0 2S1W6 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 225, R-4.5 (PD), STANDARD 0 1 .-10 20 cn RIVER TERRACE EAST NO.2 g 16552 SW BIRDSONG STREET 1 INCH=20 FEET z �� PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" yea.. i quality engineered wood products for todav's builder.. .,{ ""`"""""`"ebv . ,:y .,,, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. „«, ,I� II �'' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LV L RIG!DRi M souv e�ocK AL E.:: ,,,, Rosrs FRo:,ABove Company,a,,,,,�,1,,,, ro BBARme BE-1,- p y,which retains copyrights Co,and ownership of the plana.Use of these plans by any other \/� ;:7=r- 7:%. .w „�..,. `An insr.ngt::«stocks product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Rouauaa FOREST PRODUCTS [nsarMAO FOREST PROW= G ”" '" eR oe.ni 4°� - BEARNGAREAOFBLOCKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \` / B_roW ro wosr..BovE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully JOIST .IZI' '�41=11' j��11 ROSEBURG FOREST PRODUCTS "`"'"`"` CONTACTOR NOTES: DESIGN NOTES: ." ,a�R 1 611 O.G. SPACING 1)VERIFY ALL.FRAMING CONDITIONS THIS FLOOR SYSTEM WAS %�EEF'dv�,., 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR _�.��:,,,r,..,�wr�.�.�. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI'BLocKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 nrs nrs 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD //START START TH/5/SAPLAGEMENTPLANONLY. SLEEP/NG AREAS: 3Opsf LIVE LOAD 1 FRAMING FRAMING This layout is to be used in conjunction withI 2psf DEAD LOAD / HERE HERE N I sheawallblocking Architectural/Structural plans.Verify all PATIO PATIO shear wall blocking placement and connectors. ROOPLOAD/NG: Purchaser responsible for approving this 25psf LIVE LOAD R 1 I � - - _ agout prior to any Construction. 1 7p5f DEAD LOAD J6 ........... Jl JT I Jr, JG GI JT JT pi Ii - . }, I }1 J1 Id �!I CONFORMS TO DESIGN CONCEPT JG- -I J1 JT 11 -16 I JG ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN e, I'• H JT JT - 11 JG Cl NON-CONFORMING-REVISE AND RESUBMIT JG 1 ('� / J t JT ISI Ii JL• THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (-(+ J1 JT yyI JE, FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J,I 1 IAI/ I'I J 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY R 1E• !Ili,. P 1 OVER THIS SHOP DRAWING. I 4 JT JT JG . JG By: Arnold R,S91MM1 Date:lec,S,2018 JT JT JG 4• / J1 - J1 I- II JG CT ENGINEERING INC JbIII JT - J1 111 r'I }G I / ®CONFORMS TO DESIGN CONCEPT .... U U JT Ii, 1 J6 ri CONFORMS TO DESIGN CONCEPT WITH J 0 0 Jl "' I --J4 REVISIONS NOTED _ �• _ J1 - �..._. D NON-CONFORMING-REVISE&RESUBMIT • 4 I Nr }T - R 1 N R 1— - - J7 THIS SHOPEIGN CO HAS BEEN DD FOR GENERAL CONFORMANCEE = .I ki _B 1 $tiLl I .:16- WITH DESIGN CONCEPT ONLY AND DOESCNOT E WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN _,, i, DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. J3 Y� /L J5 LL LL JS o IN "I c T2 1 By Rhea Galvezo Date 12/3/18 " } Iti E.= �1, :4-:': MILBRANDT ARCHITECTS J4 J4 • iv' 6 P J4 !I I'I . • J1 rs'i R1 L. R1 =I J4 — J4- I iI E-I J4 — J'I--* I J1 J4 I 4• J4 J4 F1 J1 SI . -,- - J9 J3 431 J9 • J9 -0,1 I n J3 J3 1 PORCH I I IPORCH -rte I L J2 L1 R1 1 I I r R 1 "1 R"1 � I IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 14-1 1 S(MAIN) 1 b"O.G. DETAILS AND I-JOIST INFORMATION POLYGON 3A Mrk* Materiel Width Depth Grade ON Out Lth Tot Lth R1 055 Rim 1 9 1/2 10 16 160 M LEGEND: J1 RFP!-2o 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT pac�fi umber �'� J2 RFP!-20 1 3/4 q 1/2 1 6 6 ( H }--HANGER GALLOUT 13 RFP!-20 1 3/4 9 1/2 - 3 10 3O SCALE: 1/4"- 1'-O" �®/ -SUPPORTING POST J4 RFPI-20 - 1 3/4 - 9 1/2 10- 15 150 J5 RFPI-20 1 3/4 9 1/2 3 8 24 & TRUSS COMPANY -POST LOAD ABOVE J6 RFPI-20 1 3/4 9 1/2 11 28 416 J7 RFPI-20 1 3/4 9 1/2 17 12 204 R a RIMBOARD B 1 RigidLam LVL 1 3/49 1/2 1.5E 5 12 60 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663 LB -LVL BLOCKING 52 RididLam LVL 1 3/4 •9 1/2 1.5E 1 14 14 PLAN DESCRIPTION/NUMBER: 3A JB -JOIST BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 CUSTOMER: POLYGON J -JOIST GALLOUT AccessoriesPLAN DATED: 5/11/14 - B -BEAM(FLUSH w/JOIST) H1 ITHO 1 7 950-or-ITT9.5 6 HDR -HEADER(BEAM BELOW JOIST) DESIGNER: KA/4U.HENDERSON DATE: 5/30/1/ BBO-BEAM BY OTHERS (MAIN) SHEET: 1 of 1 POLYGON 3A PL14-118 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 7 START FRAMING HERE > Products RM1 y , 5-00-12 � PIotID Length Product Plies Net Qty �� Ill RM1 43-00-00 1"x 14"APA Rim Board 1 1 '❖,II ' RM1 40- 0-00 1"x 14"APA Rim Board 1 1 ' RM1 37-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 II " RM1 11-00-00 1"x 14"APA Rim Board 1 1 A RM1 5-00-00 1"x 14"APA Rim Board 1 1 ii 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s_E' A6 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A 11 1 K1I []Gid A BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 °_• IBMaI • , _ __ _� BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 Milo I I i5-0�- ''/ 12 05 o: BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 I , 11111 I e' BM 10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 BK1 s�. BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 A II BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 RM1 0 I _I 1BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 19 ct BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 - Ti 8 ii BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 01-010 _ BK' o �w BM8 6-00-00 3-1/2 X 14 BIG BEAM � FLOOR LOADING er 1 1 --— - --�--�– ^-- _ -, -y, - - 1. M2 _� I' IT BM BKI=aLocKIN� 5U1-01®y ii RM1=RIM BOARD 15 DL 11 ACCESSORIES 40 LL QTY ' I ;• 61 ° r a b 0 TH017140-2 53 © HUC412 3 li 03 N TQ I 'i•_ 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' ' •• - i • _a_ - - -- --�� 2 © HU612 1 II ,BM7I 1 i1 :K11 it m I it 0 A 1 II BK1]--_-IBM. _ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN B jj 05-130 n -�� CW-- �.-3 i REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING .- - --�---a-�� M -1AND SHEAR BLOCKING REQUIREMENTS. I RIM 6 BLOCKING THS ARF, I / 11-04-00 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. (FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA( WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS REO'0. (24x36 SHEET) SCALE: 1/4" = 1'-0" 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®COMM..TO DESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT 0 C:5 RMSiODE56N CONCEPT W"N THIS SHOP WANING HAS SEEN REVIEWED FOR GENERAL CONFORMANCE NOK 6 DEATR1 ATOTH THE RINGS N SIGN GEPESPONSIIIONS PT ONLY AND ES NOT RELIEEA SAS WITH THE VE THE P��ili umber DESIGN IS SHOGS A�SPECIFICATIONS ALL OF VERIFY HAVE PRIORITY , ___:___" ee tee. F..� '„ OVER THIS SHOP DRAWING. COST SCTOR SHALL VERIFY ALL DIMENSIONS, " Plana rukui°.r 14 By: TOO R,Eat55 Date'.Se0T,kar,9,tam & TR U S S COMPANY Y„MILBRANDT- ARCHITECTS . CT ENGINEERING INC • 9 1 41111 9 . I I / DR4 : 12CM 1�• CR ;` N _ _\ pi_ e -CD [ —' J1 � � J1 CJ _ n ■ J2 CJ3 �I,.1 : lir J3 4/ ; . 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J J8Ca ci • 115 W r -- J 0 v c°� • + t� inn 1 � �I R J7J8 J6 I cm J7 J584 , 7 : 12 . : J6 7 : 12 v ; J3 J5 J2 1 : 12 1 J3 J1 /1r1 , HGU-1• : 0 . ;► H S2 J2 i,i—�•EAR:.r_-�� ■ oho v1 SII- J1PP NI ; W V.I.1 Ir q n • v +2 (? , 3 " ggoN t` V U W s V _L AMEN 1.11.1111.1-II •I ��-0PLATE aFF. <(Oii�) o o W o� m cc < .01:-a.......-_,......,, • _ E a (i'`.� '� pm.Y>/�MIi/�lr Ilk? v o oW = G!H1 U I < r �� �J=� Al 'R o o io a ❑ CONFORMS TO DESIGN CONCEPT W,,• v - ~ _ REVISIONS AS SHOWN < V i g 0 0 3 01, it m ❑ NON-CONFORMING-REVISE AND RESUBMIT 3I CA o o_ u a y E i z j z d0'> THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE u• u K z o u C WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ( x a a o FABRICATOR/VENDOR OF AESPONSIBILITV FOR CONFORMANCE WITH THE , /� /1�, /\� ❑X ❑ ❑F;LL o a m' DESIGN IS SHOPS AND SPECIFICATIONS ALL OF YMICH HAVE PAIOAITY 6 � 91 ALL HANGERS LUS24 U.N.O. DOVERESI THIS SHOP DRAWING. NH: Arnold H.Solomon Date:Jan.25,2019 CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 12/18/18 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND '''C ENGINEERED STRUCTURAL < PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3-A PATIO -NH- INFORMATION. IBUILDING al' ' „umber r DESIGNEER/ENGIENGINEER L RECORD h;; PLAN: DRAWN BY: - REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS /// TO TRUSS CONNECTIONS.BUILDING 3 / A NH KD LUMB &NHY: DESIGNER/ENGINEER ODTO . ■ ( ` T D REVIEW AND APPROVEEOFOF ALL IY, COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.145" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 1