Loading...
Plans (83) % LEGEND: 1 Pacific ss SANITARY SEWER t Community sc STORM DRAIN y I I I I Design 1 I _� ;, \ �) _ —W WATER LINE 12564Main Street i _' SWW 1 H e MANHOLE Tigard,OR 97223 __ M f" _ [T]503-947-9484 - — Ic'R\ CATCH BASIN\ S t DATE: 8/17/2017 310.8 313.5 \ \ t , \ — REVISIONS ,\ I \ 60.0' ,' I — NO. DATE DESCRIPTION — - - - �r- - -�-� --. -.....--------,......------ / - .. .:�-.�� r... —' STREET LIGHT arrr.oa sir :.� �.�o ..rr. ..:... —....—. ...—r.�....�.r.... --..---- I t I o� 16.25'— IV — — — .._ —\\ _ STRAW WATTLE PERIMETER ' _ � EROSION CONTROL / _ ,,/— 2 — — ' -- \I. -1, m4. FLOW DIRECTION ARROW f '�� -I __ I STREET SECTION, SEE / I 1 vO CONSTRUCTION DOCUMENTS / I I 159 1 1, V ._:� »a..., _. , . » _ .. ., / 5,580 SF ' �\ 158 SETBACK SUMMARY / BUILDING: FRONT SETBACK: 12' 1 E /`r �0 5019BR bf ' SIDE SETBACK: 3' 160P FF=303.51 at , STREET SIDE SETBACK: 8' FRONT GARAGE SETBACK: 20' 5.00' I V' FRONT PORCH SETBACK: 18' — PI o JG ` I , p j'f & I GARAGE ' , li REAR COVERED PATIO SETBACK: 10' d, j f (3 ii- _ /f r — r5.00' 0. �� 1 L J II I w71 L_ — = 111•1=-____=..M1 ■ — -- — � ! 6.00' — LOT COVERAGE: N I Ls———z i PORCH 'r-'-- "o PUE TYP. 't i RIVER o 0— �o r' ' , _ Pt_ _ LOT AREA: 5,580 SF — / — 1 _ _-_.rl 20.00' — \ _ TERRACE — 18.00—� ,_11iii. .29'— — -- — \— R j 301.2 301.5 `-� BUILDING FOOTPRINT: 2,364 SF' EAST oAV AllaPir X6010' COVERED PORCH: 232 SF O i COVERED REAR PATIO: 0 SF o, i A If 7 WAT!ERT \\ CANTILEVER LIVING SPACE: 41 SF \ y vv— \ 4 �� (1) KATSURA TREE I yr 159 f' STORM LATERAL ,rrti CERCIDIPHYLLUM as tf DECK AREA: 0 SF PLOT PLAN OS as as JAPONICA M tst --, SANITARY LATERAL t o, TOTAL COVERAGE: 2,637 SF ram+ \ lSS \-\)\-- SS \ __ -.. ISSeik S 47.3 % ...nSW AUTUMNVALE LANE I. I I 0 I, '' 1, [ 4 IMPERVIOUS AREA: 3,487 SF 1. 0 v a , # h u.a" ii ikiii 2 POLYGON NORTHWEST (503) 221 -19200 approved by Planning PROJECT NO.: 395-041 E. 2S 1 W6 date. S / 11 RE REVIEWED BY: CONSTRUCTPO�N SCALE 0 LOT 159 (R-7, LARGE) nitials: h') 10 20 i 6 M RIVER TERRACE EAST p Z 16594 SW AUTUMNVALE LANE 1 INCH=20 FEET 1 PACIFIC LUMBER COPYRIGHT211I4 ROSEBURG FRAMING SYSTE -quality These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. engineered wood products/Of today's builder- The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RI GI I]RI M' Company,which retains copyrights to,and ownership of the plans.use of these plans by any other product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUC7$ a05'FBIRIO FOR6T PRODUCIE copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work Infringed,and$100.000 per work Infringed willfully. RFPf•Joisr ROSEBURG,FOREST PRODUCTS CONTRACTOR NOTES: P55/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DE DEFLECTION ECTI N CRITERIA (UNLESS NOTED OTHERWISE) START START 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: FRAMIN \ 5)FRAMING4Opsf LIVE LOAD HERE HERE SHEARWALS PROPER SUPPORT AT ALL 1 2psf DEAD LOAD ._...._-__-Rq - - -_—__ 5LEEP/N6 AREAS: --- —- - —- - I._- -__-- layout is toPLACEMENT used PLAN ONLYi 32psf LIVEDEA LOAD "4$ - _ - - -- �- � ��� tffs to tud incon junction with 1 2psf DEAD LOAD Jg- - �4 ------- _ -'-- -----SFr-- ---- Architectural/Structural plans.Verify all - -- ----- shear wall blocking placement and connectors ROOF LOADING: — =�8 -- 3�= J9 JS — Purchaser responsible for approving this 25psf LIVE LOAD - - —-- - _ J4 - - --- 1. -d8__ layout prior to any construction. 11 psf DEAD LOAD JS t II Jai- Jq fig— - . _ii._._.,,R - ----- -.__. _._- J9 ___. -- JS R 1 II FLIEF,:j.":,u=71.11;::,,,,:„,,:t.,. cl1 U 1H - 1U v" • - L - 2 -_.-- -- - 4*i I ---�_ _ I .t::::771.1.':',:76!1A5;1'1'1;17'r'l-15rEA:IN11:71N:E6: J'1 0 0 4 ---- J 1 — - _- CV N -. _- --- h-- ':.}:x ® '____- --- $ SFPIGIT NALL ABOVE ila 1. s PON ry LL seLan EAN ,� I Q d x5 PONY/ALL sELorySEAnI N.TS. II {_-a —._! – n n �iB464L - (IIS1L 62 152 IPON. EAN x.PONYYI BEAMT,.a� EI IITL_ ,z, orv.oPosrAEOE # 01 �Ih� 111 -- I - I __ JT . i. I >� �� POST LOAD TRANSFER DETAIL R1 — -_- J' - -- -_- — _ N.T.S. R1 1 JE1 JB =M k— I I PORCH PORCH IMPORTANT. UPDATED 224115 KLH REVISED 10/14//5 KLH X❑ CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION PL 1 4-4 1 2(MAIN) POLYGON 19 B ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING Mrk a I Material I Width 1 Depth I Grade Iaty I Gut Lth I Tot Lth REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION 51 RigidLam LVL 3/4 9 1/2 1.5E 2 14 25 D NON-CONFORMING-REVISE AND RESUBMIT 0 CONFORMS TO DESIGN CONCEPT 52 RlgidLam LVL 3/4 9 1/2 1.5E 2 16 32 THIS SNIP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ❑x N CONCERT WITH NRH THE DESIGN CONCEPT ONLY ANO GOES NOT RELIEVE THE 53 RlgidLam LVL 3/4 9 1/2 1.5E 2 2 4 ❑NON-CONFORMING-REVISE 8.RESUBMIT LEGEND: 64 RI IQLam LVL 3/4 9 1/2 1.5E 1 5 a OVEFABR SHOP RI OF RESPONSIB[L1TY FOR CONFORMANCE WITH THE uvrz Pacufi umber 9 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _ BS RIgldLam LVL 3/4 9 1/2 1.5E 1 e 8 OVER THis SHOP wuW1NG. 0H -HANGER CALLOUT R1 055 Rim 9 1/2 a 16 125 SY:MRP Date 12/16/2015 �E�A'wuF Date�aTvIs ® J1 RFPI-20 3/4 9 1/2 1 24 24 CT ENGINEERING INC e.MILBRANDT ARCHITECTS SUPPORTING POST J2 RFPI-20 3/4 9 1/2 10 36 360 & TRUSS COMPANY -POST LOAD ABOVE J3 RFPI-20 3/4 9 1/2 1 20 20 J4 RFPI-20 3/4 9 1/2 1 18 18 R -RIMBOARP J5 RFPI-20 3/4 9 1/2 1 6 6 10515 SW ALLEN BLVD BEAVERTON,OREGON 9TO05 (503)558-9663 LB -LVL BLOCKING J5 RFPI-20 3/4 9 1/2 5 30 240 MAIN FLOOR JOIST LAYOUT JT RFPI-20 3/4 9 1/2 4 32 125 PLAN DESCRIPTION/NUMBER: 501 9 13 JB -JOIST BLOCKING J5 RFPI-2O 3/4 9 1/2 10 14 140 SCALE: 1/4"- 1.-0° _- CUSTOMER: POLYGON J9 RFPI-20 3/4 9 1/2 10 26 260 J -JOIST CALLOUTJB 1 BLICG RFPI-20 3/4 9 1/2 35 3 1 1 4 PLAN DATED: 1 2/1/1 4 6 -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories --- -- DESIGNER: KAM/L.HENDERSON DATE: 1 2/5/1 4 H1 I THO 1 19 50-or-ITT 9.5 5 BBO-BEAM BY OTHERS 4-4 1 2 (MAIN) SHEET: 1 of 2 • START FRAMING HERE B 9-00-00 O q 8-00-00 ® BM11 a ._.o. v a._., v v v v m-,. v �to- :o::_._•.. a.__..� _� .. _,m MOVE JOISTS +/- 4" TO ® coll AVOID PLUMBING a 24"OPEN WEB JOIST @ 19.2"0.C. LL O O POLYGON r`'.. v M I• LL 19B (old 5019 B) PL14-412 UP NEW Z CONFORMS TO DESIGN CONCEPT 11/4/2015 ❑ CONFORMS TO DESIGN CONCEPT WITH ,--. ,--. , ,-.. , , N. ITH1- 1- L U IL LL LL U- n n n 1- a ,1-co noCN OLL LL LL LL LL' 'LL LL LL LL LL U- LL LL LL LL U-LCA CN, LL REVISIONS AS SHOWN ElNON-CONFORMING-REVISE AND RESUBMIT F31 Fee Fee Products PIotID Length Product Plies Net Qty THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N N N N N2 2zN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE LL LL LL LL LL LL LL LL BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. O BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 By: Arnold R. Solomon Date: November 6, 2015 4' BEY•:POC Ngi BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 CT ENGINEERING INC O F05 LL BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 I. ,a .. a _a M. _�_Fa_�_9 i__:_ s_�_ -�. _``F38 F36LF2/1 ')xc\f/ O C s I. -,-�-, -r- --,-� -v-� --- -BM6 a O no I8-0-06 LL LL LL l I ACCESSORIES QTY F;30F38 F36 F28.F28.F28 F28 F28-F28-F28 F53 F54 F55' e az�uu,� -— - 3' - �° - - ® HIT424 43 s MILBRAd,44 NDT ARCHITECTS 2X4 DF#2&BTR FOR RIBBON 220' of N; 5=01 0 CR LL c� LL ® BK1=BLOCKING FLOOR LOADING T CO CO CO-L RMI=RIM BOARD 40 LL CO Co Co CO Co Cn Co ro Co CCT LL LL LLg T' 10111111101111111111. Riff 15 DL ,_ LL LL •LL LL LL it LL LL LL, 1 "' xa E o o LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL N 6 a;:. IN' IT o_' Cn LL POST TRANSFER BLOCKING LL - '' Y !EE°, L L- L LL LL La. LL LL LL 1I AND SHEAR BLOCKING REQUIREMENTS. ° °F03 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 42 0 SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. CI, 1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 4 P33�F2288 F28@_ 28 F28 F28 F28 F28 F28 _ F36i F28 F2$._F28 F28 F28 F28 F50'.F51 ® ` p1e80N1 IBM. I.� IRIBBDNI q / 4-05 oz �_,// — — DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifiumber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 38'-4 318' \ I 11'-5112' / CL. j1 • • 4. FR2 GARAGE II . /i J FJ1 rir3mi. , FJ2 aui, 0/110.... 1 r Z I CI 1 r , 4? , / 1 g-, -.....1.,...., , , F -2 HIS26 J1 I J1 W AIM J3 , rAirismor. A& , 1 LU J5 a . 7.5;12 J6 F`11° I 1 J7 al J8 MI J 3 J1p _ J10 N .. LL Li. L•L.Nr. , J9 b. J8 i II t+) J7 + 11 1 ILLIIJ6 LL C't I EJ5 F � � � 15.11 I F A ___ EJ4 HK3U3-2 .II, ,`F HEn I 1294: I - NII 1 r , ! , HI, 3J2 •T. 12 �. • pC 7.i -....-•. •.•• ft r'' 5 El „Ill. x:12 B:1t •-, t IIIIIIIIIIII for zoi mell • E !N' Al 2 rii g / , , 1 111117.x .12 ' r i1 ,1 19'-8' 10'-10 314' 117 3ir 15'-11/2' 1 2-8' ,- 0 X❑ CONFORMS TO DESIGN CONCEPT X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH El CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. BY: MRPDate 12/15/2015 By Alexia Fukui Date 8/12/15 CT ENGINEERING INC MILBRANDT ARCHITECTS ©Copyright Compufirun Inc.2006 BUILDER.' ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 01/29/15 PLACEMENT ONLY REFER TRUSS CALCUULATIONS AND ENGINEERED STRUCTURAL t15 PROJECT TITLE: REVISION-I: DRAWINGS FOR ALL FURTHER ``F4 INFORMATION BUILDING 5019-B POLYGON DESIONSI BLE FOR ER NON-TR RD U mniber RESPONSIBLE FOR ALL FREC USS PLAN' DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING s,v 5019 / B-B CHECKED BY: DEII EVIEW ANDAPPROVE OF ALL NEER OF RECORD TO R 1 DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. TRUSS ' COMPANY 1 CV 0.15""-1' VA All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.