Loading...
Plans (2) l 4/227 SU /Are 4Ye /7 ST O 9-del 3 LEGEND: #6.11."1" —ss SANITARY SEWER Pacific Community —SD STORM DRAIN Design —w WATER LINE 12564 SW Main Street Q 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 12/05/2018 0 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL I 3.0' 1 TRACT B ' P.U.E. 288.2 I 5.0' 287.2 ( DETACHED MIN. SETBACK SUMMARY _ 36.0' 1 PORCH SETBACK: 8' �� �1111, I BUILDING SETBACK: 12' I--ma= 17.0'. r -1 MI r - --ii 1 1 11 ISIDE SETBACK: 3' 1 -, 1 I I — \ I \ 1 I SIDE FACING STREET: -, I I GARAGE \ I I I' I PUBLIC STREETS: 8' 6' I [ FFE:288.1 Li I �� I ; I \ 1 I ALLEY/PRIVATE STREETS: 3' II ~._ I I I BASEMENT 11 —' I REAR SETBACK: 15' 1 I\ FFE: 288.4 II I _ I _i 1�'8 0 2 \� I REAR SETBACK AT ALLEY/PRIVATE: 0' 1289 I— — 1 1_ - RE ' -290 ^ al - BUILDING: --�1 AR COVERED PATIO: 10 -I - -291- - - - 1- - � I - 1 1 - -r`_ - GARAGE: E 1-- — —297 — — �- — I-- — 60AR — I 1 0 --- ----1-__ — _a �I — — — 293— -- 1— _o - I _ _ — ---- -_ j PUBLIC STREETS: 20' II� -294 -� ._I_._, — --3 `— 1— 1 0 -._. _, ��- ALLEY/PRIVATE STREET: 3'-5' m -1 I 521i:1-601.77 2,880 511-F---- 1}.._.._ -` ----------- -1L-1 -- '-r -- --�- -1 1 j 1 CNII 4 1 ��I I 1 I1 QU II {�1 MAIN I ! I I I ,ti I it FFE: 297.7 11 1 FN LOT COVERAGE: 6.0'- I i ]1 ; Co II J� I 1� 1 I \ I I LOT AREA: 2,880 SFai POLYGON II I 1 1 \ \ AT ROSHAK 1 iI PORCHI \ ____J a, ° � - - , BUILDING FOOTPRINT: 1,270 SF 3 __ — ,I—I1 - - - - - - � i— — 4_ ___ - -1 L- - - -17.0',- - 1 I _ � — RIDGE 9 -_- - _-_ ____ ___-_-_13.0.-=—= .... ---- ... o — — Y ___ — ��1�— _-_ ;^ - COVERED PORCH: 47 SF o -- CANTILEVER LIVING SPACE: 0 SF SIDEWALK / ` 36.0'r f IR 6.0' 293.9? �IMIIr� /►-" 292.4 �� COVERED PATIO: 0 SF o P.U.E. LOT 3 ������ i���� DECK AREA: 0 SF PLOT PLAN WATER METER 10111,Plar � \ INTOTAL COVERAGE: 1,317 SF o bS i \`'o PLANT 2 STREET TREE: � SANITARY ,p ( ) ,, 7 45.7 q ,, / GOLDENRAIN / / hiiv$iLATERAL a, E. KOELREUTERIA PANICULATA / / SD SD, T Si IMPERVIOUS AREA: 1,575 SF -w d \ SW 168TH AVENUE STORM LATFRAC\ 0 f / ,..4-) ( r ----I -m // / -j CITYO� TIG C Approved by Piannin 2 POLYGON NORTHWEST (360) 695-7700 Date: 2- 0 0 PROJECT NO.: 395-010 0 2S1 W7 Initials: TYPE: CONSTRUCTION O0 l REVIEWED BY: CMN LOT 3 (R-12, SMALL) SCALE Le CASEFILE(S): POLYGON AT ROSHAK RIDGE 0 10 P7 PDR 2015-00002 PDR 2016-00002-00006 14227 SW 168TH AVENUE 1 INCH=20 FEET SHADED AREA ® =HVAC I 14"OPEN WEB JOIST @ 16"O.C. 6 1 \ A POLYGON s • _ Ia 60 A(NEW) I I oPL15-261 MAINOW `� ci 8/6/2015 rrREVISED 2/2/18 KLH 1 I ., .. \ Products PIot10 Length Product Plies Net Qty BM1 22-00-00 5 1/2"x 22 1/2"Glulam(1 8E 24F-V4 DF/DF) 1 1 0� rvI �0 8M2 22-00.00 1.51/2%91 RigidLam LVL 1-3/4 x 14 1 1 w r RMl � BM3 8-00-00 3-1/2 X 14 BIG BEAM 1 1 il RM1 16-00-00 1"x 14"APA Rim Board1 4 aIr11 ALL BEAMS AND CONNECTORS PER ENGINEER I n ©� x mO5Li 1 _ ACCESSORIES QTY �BM2I O TF1414 11 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' FLOOR LOADING BK1=BLOCKING 4QLL RM1=RIM BOARD 15DL REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 1 ®COkFOr.MsroDESIGN wxsvr (FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA ❑ v+sw"r�rw-O.r"row._F.wEn: 0 Ds e 2/7,18 MiEERRNOT 4RCI':iTEtTS I `I! `II I' ai ,..0P PP Y I\ IR\- Fl W i61. _`_�—.-I . � DO NOT: S2R',—MAI rv,.TFF>TI _,' Loosen,remove,cut or notch 6„- ,ti ire co,-_,t„rs.,.2C'; any part of the open web joist. I [: PSC JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36"SHEET & TR U S S \ COMPANY SHEET 2 OF 3 1 ROSEBURG FRAMING SYSTEM" ff.--7.7.1.7--.,== PACIFIC LUMBER COPYRIGHT 2014 SYSTEM- quality sneered wood 4 tY en9 products for todov's builder. These plans and the designs are aapyrigh[ed under Federal Law by Pacific Lumber Company 2014. 'I' I1 ��' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �I�� _ �s. IIII Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other ,I�,- / row, -` G aPER OE AIL 1 MA H ELON TO POST rsovE product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or awreoasa ro sr toouers Poscacew sDAZSP ParJ/�aCd3 a,u.Room copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include �9 \7 penalties of up to$20,000 per work Infringed,and$100,000 per wort infringed willfully. / HP R F JOIST W, �. IIIA CONTRACTOR NOTES: PESIGN NOTES: °°"""`°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 7:47,==.,-...-.-, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED MEETOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFIBLOCKMG PANELS MOTH BEARING 4IALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD ING I I 1 1 THIS ISA PLACEMENT PLAN ONLY. Sps f LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: t Purchaser responsible for approving this 25psf LIVE LOAD 1\ about prior to any Construction. 1 1psf DEAD LOAD • PL 1 5-26 1 (MAIN) POLYGON 60 A(NEW) Mrk a 1 Material I Width I Depth I Grade'City I Cut Lth I Tot Lth JB 1 BLKG RFPI-20 1 5/4 9 1/2 20 3 60 START START R1 OSB Rim 1 9 1/2 6 16 96 FRAMING J1 RFPI-20 1 3/4 9 1/2 1 14 14 FRAMINGR HERE /HERE J2 RFPI-20 1 3/4 9 1/2 14 22 J3 RFPI-20 1 3/4 9 1/2 2 24 45 48 A 151 RigidLam LVL 1 3/4 9 1/2 1.5E 2 24 48 } . .. .................................... I ... ... - -_ - _ ... . __ _. B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 22 22 .it 1.._.__._ .. .. .._ ..... ..... _. ....... ..._. -_ 2- _ ._ ..._._.... .. . 1 ... .... J rI p .--. ..- ... ... ?- .... .... ...._ .......... . J2 ..... ..... �_ 1 sc.D.a:.:<;a,aarrz� Er.; oHse - I c« x . w.coaPT:.'u • h 11 I I • = CI" L J2 ....... -1 xA y. _ I ® `..... ......... .._........ ........ ..._.........._ y-.. .......... .......... _..- -_. ..... _- ® ,y ,.h r .-�...�,�__ I M I L I f U 1I D T ARCHITECTS .isr s .�wENGIN-MIRING,LC o PATIO <1 r1 PATIO 0 r m�.R ••2 ............ .. • • LR 1 ..... .... .... _.. IL rI e• �i -- Ja ...._.. P tr R J-1 iI I ...iii ,.1 ...... IMPORTANT./ i3............... ._..___.. - REFERENCE INSTALLATION • 1 ...__. ra ........ 11 GUIDE FOR ALL FRAMING ...141 (—" J5 1 Ici DETAILS AND 1-JOIST INFORMATION (2)R 1 (2)R.................... LEGEND: PORCH PORCH paciii '.'� \Lumber ( H }--HANGER GALLOUT —1 7 \® -SUPPORTING POST & TRUSS U S S S C 0 M P A.N Y ® -POST LOAD ABOVE 1 R V .7 '...'` R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9653 L5 -LVL BLOCKING PLAN DESCRIPTION/NUMBER: SO A (NEW) J5 -JOIST BLOCKING CUSTOMER: POLYGON J =JOIST GALLOUT PLAN DATED: 5/5/1 5 5 =BEAM(FLUSH W/JOIST) DESIGNER: KAMIL.HENDERSON DATE: 8/6/1 5 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 550-BEAM BY OTHERS SCALE: 1/4'- 1.-o- 5-26 (MAIN) SHEET: 1 of 3 1 SHADED AREA OPEN WEB JOIST @ 16"O.C.(EXCEPT WHERE NOT =HVAC BM1 RM1._.. a3 POLYGON sirfflin _. - ;tea (,. 60 A(NEW) a "" PLI5-261 UPPER F 'S MI 10/15/2018 111.:41111111111111 . 1111171111/7.111117:'7 , _ Products ." � ( PIotID Length Product Plies Net Qty IME., En,•:,,,W,' BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 111W? 1E .. max`, BM2 4-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 '? 'x ""',"' BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ■rrrrrrrrrrrrk� _ BM4 9-00-00 8801 1 1 1-09-00 P...,_ - ,:., BM5 7-00-00 3-1/2 X 14 BIG BEAM 1 1 RM1 16-00-00 1"x 14"APA Rim Board 1 11 1-03-08 ;r11 1 1-07-03 11,41m,111:- : I I! ��iiI' ALL BEAMS AND CONNECTORS PER ENGINEER 1-07-03 �2� I I1 I® ACCESSORIES QTY 1-07-03 11 1' 1-07-03 ® "'. , . .... RMI O TFI414 9 ; . e I. 1X 14 OSB RIM FOR SHEAR BLOCKING 16� - TFL1714 2 X p.�IEII 9 z.W�Y¢'m�om 'TflL RLT.J IVFC.IN IC R LOADING40 LL s ��,_�,.a«rr t k:10116/2018 CKINGRMl=F ®meov.,Es:cpsr_.x<oxcrcr p JJG ar _ £( /MB Zero - .ADDITIONALPOST TRANSFER BLOCKINGAND S �.11111711.1- u� IF �' ,. • SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN M i t fi R A N O T I t I T E C TS I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I . y1 ,, I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ±i am , L z, 1111114� N !. 4 DO NOT: Q ■unattRM1 .. R Loosen,remove,cut or notch o caa any part of the open web joist. o f RM1 9 NM SUM Pacifiefumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 3 OF 3 O 13 -0 n rn r- Q > .". CZ+ Cir`ii- TO rn • •-. i> 91 ,9_ r,h3 co o) -- > X ----- -‹ ca. 0 0 M is---1 0 0 (1) Z ;13 m Z 3 2?, 4Z 213 2 m ), a) 0 2.= m o ti co ci) -‹ r- c) op Cr _.• MIIGIA DJ . SO' t ...1 2 D1 B6 1 )3 )3 Zi -65 ..\ X X n-, rn rii 0 \ ..._ \ Sa. — co co cn rri X B54(2) r P c. 4. 01 ., ..........„...................... a er X 1:13 1344(2) C2(10)II . .,....< - . ., x x .,- P \ B3€ (2 x •. lb-1-1. M MOM° CO < CL)1-711-4q,311 0 __ITIC) a 62Z3052r21731;rri ,MMoZZM9-2SOM K3 ..\\ ,<, _ > X X '4. -,322COCL”a2Z(Ork; \ ' ' -4- . ,,›To°2,--r-imormoraz m ,. , 203 -.AL I x x ii,- 07JX1-0,111, -111r.:<',5 \ ih. _ a• (p000pxc,- ,,, m z . su ,.., zFmom c!),-xwomoc-1,7,mm 0 X co B2 x 12 r \ • cx-'°.,.,i,c.)R1 cm liz mx 02 i im cz>.--73m 2 , .., ' - — - Hr-x0E0 ..< ,-c- x 2:1 o zcnc, c 81 ._ ._ Cl ... 20 z 8 ow cnc° 1. 09 2. $ XxillilEAR MSS 1500 7 O ha r- 2 Pai auk c adir 4'-0 - cs- . ....1 i = PZI Cill 62'4" a -I is SHOP DRAINING SUBMITTAL REVIEW 0 [2] CONFORMS TO DESIGN CONCEPT 0 tin This review is for general conformance with plans and specifications only, El CONFORMS TO DESIGN CONCEPT WITH •'.-:" Approvals are subject to contractor's performance within the confines of the L---I REVISIONS NOTED contract documents. Revieix of dimensions skill not serve to relieve the contractor c, 1.2 NON CONFORMING-REVISE&RESUBMIT cl of contractual responsibility for any deviation Ii cm the contract requirements. = -0 .-.. (C2 :X Approved as noted Note markings THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORI`AANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORAANCE,WITH DESIGN = DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES,ALL OP WHICH HAVE O PRIORITY OVER THIS SHOP DRAWING. B . Field measurements or templates Not approved- revise and -- By Alexia Date 3/3/17 0 -0 required prior to fabrication resubmit -0• W • 0 --1 - c 0 V'STA STRUCTURAL ENGINEERING,L LC MILBRANDI ARCHITE ( TS Z F P www.VIS t as t ructu raL coin IV . By Dennis Heier Date: March 2, 2017 CD -...IIh