Loading...
Plans (80) 0/6.4-1 Sw T ‘ ci 'Si // ¢ 00 42 C 4 LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN C0mmtmity W WATER LINE Desi-2n 12564 SW Main street O • MANHOLE f Tigard,OR 97223 i ,\\\s�6 [T1503-941-9484 ■ CATCH BASIN DATE: 1/5/2016 20.00' 19.00' D6 TRACT P 8.�\'\�. 3 - STREET LIGHT REVISIONS NO. DAT STRAW WATTLE PERIMETER E DESCRIPTION 266.2 4.01' 266.6 EROSION CONTROL 34.0' _ _ _ _ _ STREET SECTION, SEE ` I _iii CO CONSTRUCTION DOCUMENTS 1 3.00' i 1 i it I II PUE ; r ♦� I I I fI 1 GARAGE I . ; i l 1 SETBACK SUMMARY I �° 1 I i I r—J= i FRONT SETBACK: 12' I: I I 1* —� I I SIDE SETBACK: 3' I I. J I I s I i I STREET SIDE SETBACK: 8' 1 i • i I I I REAR SETBACK: 3' �' ' lh 126 I ; PORCH SETBACK: 8'III 4.00' I 2,720 SF4.00' , 1 1I127 � II BUILDING: 7D I F.- _O 125 i I 1: `I I FF= 268.5 EI ! I N I I a :à. 11 - IL I I ii I ,rli I —r�: 1� �-__I LOT COVERAGE: 1,3 I ° - sit— I �i l PORCH I �- J -- 8.00' D '� �: O O • p: _ LOT AREA: 2,720 SF cs, — J 4 1___ 20.00' + J— _ff L — POLYGON AT - SIDEWALK al BUILDING FOOTPRINT: 1,314 SF WEST RIVER Lu ri 1 411L. ti : , ir rp: 34.0' V® COVERED PORCH: 13 SF TERRACE r9 1 p 3 267.2, t, 267.3 ' , p, r. CANTILEVER LIVING SPACE: 0 SF -0 ° ° n N -.iLY� 'L1I•\�� �, ,,, ' N N COVERED PATIO: 0 SF o z 011111/4 � V `la �•— M ► M DECK AREA: 0 SF M III WATER METER LOT 126 SD ISD SD SD S SD 111• TOTAL COVERAGE: 1,327 SF PLOT PLAN STORM LATERAL =. 6 I ICI I SW JEAN LOUISE ROAD 48.8 % i1 S ss S PLANT (1) STREET \�S 6 TREE: 2"CAL. `MA S IMPERVIOUS AREA: 1,521 SF SANITARY LATERAL YELLOWWOOD / o I , CLADRASTIS A MIMI. 1 >- I I ° N ° I N KENTUCKIA I I N 0 v 0 a ?IGARD POLYGON NORTHWEST (503) 221-1920 Cved b in 2 Approved by Planning PROJECT NO.: 395-029 S1 W6 N I TYPE: CONSTRUCTION LOT 126 (R-25, STANDARD) Date: SCALE REVIEWED BY: PRE M POLYGON AT WEST RIVER TERRACE Initials: 91�<- '° 20 z 17164 SW JEAN LOUISE ROAD1 INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM'" v2 .° .,.m quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. The plans may not be re-used or copyrights to,a,In whole part,without.Use of permission from Pacific Lumber RIGI DLAM LVL RIGI DRI M' „:"F-52F,== w i�.., Al I' �� T plans man ens cto,and ownershiwhole orp ofpart, the planspout written en these plans any otherc I� ' .w«EE",°n"' ____ ,III product supplier other than Pacific Lumber Company is strtetly prohibited.Unauthorized use or G ROSEBURG sovesr RtODUCTS ROSEBURG MASTPROD1/Ot5 copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include i `` / ee,.ory Ta POGrnsovz penalties of up to$20,000 per work infringed,ands 100,000 per work Infringed willfully. RFPI Jolsr -�, ril 4A2 ��II ROStBURRdEDRESIBRODUClS I"' \ ® CONFORMS TO DESIGN CONCEPT px caxroRMS ro DESIGN CONCEPT �mNwaN NorEONGx coxcwrwlrx CONTRACTOR NOTES: DE5/6N NOTES: ❑ CONFORMS TO DESIGN CONCEPT WITH0 xox5cauroeMlxG-Kwlses RESUBMIT 2) VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "°"'°"""""-"""`"'°""" REVISIONS AS SHOWN ;AT _ _ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ❑ NON-CONFORMING REVISE AND RESUBMIT (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPIBLOGKING PANELS'Ifni BEARING MALL ABOVE POST LOAD TRANSFER DETAIL - •'`"""' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA m1s HOP PAWING Iws BEEN HE//BRED nor,GENERAL CO.'P03SA, Ey--- <e„r"k"` „ /n/na (UNLESS NOTED OTHERWISE) OF L/480 N.rs. xrs. rrN fH CE:WNcoor n1 AP CCESni A.IEEEAE UILR RAN OT ARCHITECTS Eo gnCaA 1105 EN`OPECFF[GBl0NS ALL OF COOS FVERWE"aeASA 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG- OVER MIS$HOP LPIO SM FICATIONSA LL OF VEAIFY A'.L PRMENITYVa. FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2p5f DEAD LOAD By: 611,42Bia a,Fetecsp Cate:FN,,uarr 11 206 SHEARWALLS CT ENGINEERING INC SLEEPING AREAS: SOpsf LIVE LOAD 1 2psf DEAD LOAD I 1 ROOFLOAD/N6: i= 25psf LIVE LOAD i 7p5f DEAD LOAD \ I' RI / RVI ESED 05/17113 Kw -- Jga PL 1 3-04(MAIN) POLYGON 70 R1 MrkB Meterld Width Pepth Grade tatty Gut Lth Tot Lth --�$ -. RE 0513 Rim 1/2 7 16 112 ___._._ ._......_ =-k==--------- ,i4- ..._..= J2 RFPI-20 3/4 1/2 10 26 250 PATIO ,ta-___-:,_- ---- 1 - --- r _- JO RFPI-20 .#+ ____ ..___ --_ -_ PATIO J4 RF PI-20 110 r-� ; __�J- -_ ---- 3/4 1/2 2 25 _ 3/4 1/2 5 22 _-- I JS RFPI-20 3/4 1/2 1 8 J6 RFPI-20 3/4 1/2 2 2 4 J1 RFPI-20 --. JO RFPI-20 3/4 1/2 1 4 15 3/4 1/2 4 4 16 J 1---- r lT -- J=4 -- -- -- __ ____----f# _-._-. _ -'t 51 RigidLamLVL 3/4 1/2 1.5E 2 14 28 RIgIdL - ------ lr it B2 ELKSamLVL 3/4 1/2 1.5E 1 8 a C,r _ -T- ___ --- A6 .�(z JB1 RFPI-20 3/4 1/2 19 3 51 L - J4 1 !di 71L je J J02 BLKG 1.75 LVL 3/4 1/2 1.5E 2 3 5 132 JB1 A aa Accessories ' V I 7950-or-ITT9.5 5 TH -- 0 ®x32----fi,iI _- ----- -.----- -.. J-2--- ni OE R T °- _- J2--TI IT_ -- _- 32 _.- — J2 ---. - --- _. - --- I pI f' ---- _ _. -- -J2 --- � _- B 1- ... ,.f9 ---J'1 --- -_- ___J-1 - Al -- f3i= _1 II . Fil J 2 11 .01 ___.. - .____ ,15111._ _ 1 ��... Tit N77 -- R1 JBt1 dt REFERENCE INSTALLATION J1 ---- ---- ,_ ____ 1 ---,=,1 GUIDE FOR ALL FRAMING J START -------1- i 1 ll I R.1 i START DETAILS AND I-JOIST INFORMATION FRAMING I PORCH PORCH LEGEND: HERE 1NG FRAHEIRE Pacdi ' Ha---HANGER CALLOUT L J L _1 umber ® -SUPPORTING POST & C OMPA N Y ED -POST LOAD ABOVE TRUSSS v, R -RIMBOARD " LB -LVL BLOCKING 5930 JEAN ROAD LAKE OSWEGO,OREGON 11035 (503)553-9653 JB -JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 7D J -JOIST CALLOUT CUSTOMER: POLYGON PLAN DATED: 1 2/26/1 2 B -BEAM(FLUSH W/JOIST) MDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT EWP DESIGNER: IGiM/BEL MOOD DATE: 5/1"I/1 5 BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-O" PL 1 3-04 (MAIN) SHEET: 1 of 1 • • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 D(NEW) PUS-265 UPPER . 5TARTFRAARRO HERE Products t, 6s os oo PlotlO Length Product Plies Net Qty RM1 .. 46-00-00 1"x 14"APA Rim Board 1 1 IB 4I�111 RMI 28-00-00 1"x 14"APA Rim Board 1 1 fi — -- — -).---1! -- a RM1 14-00-00 1"x 14"APA Rim Board 1 1 — —_— o _1_ ,ICA-0-1.:5-1— C - 1.:5—'— 1 1! RM1 12-00-00 1"x14"APA Rim Board 1 1 4 @ I . , I i i , j a F r RM1 10-00-00 1"x 14 APA Rim Board 1 1 a j ,' ' R a t RMI 9-00-00 1"x 14"APA Rim Board 1 1 F % S RM1 7-00-00 1"x 14"APA Rim Board 1 1 lo N w 9gNN � o Q. IQ ,' RM1 5-00-00 1"x 14'APA Rim Board 1 2 YU.W u.21 Llai.: i vi.. �. ..1. LL. R 1- /- .ti. i l i k RM1 3-00-00 1"x 14"APA Rim Board 1 3 i k 1 ; i t L BMI 22-00-00 5 1/2"x 191/2"Gluiam(1.8E 24>+-V4 DF/DF) 1 1 ° 6 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r, ' 1 A € I; k i: i FH 111. BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ���R��l� .i�� i t rcli���1 BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .....,•-....,,...,...., -. ' W '-` sx BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ss mfg �� W 8M2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .`" Fol BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 -:k,� F64 ,� ` ALL BEANS AND CONNECTORS PER ENGINEER i , alr F08 -'I , _ .�.,. L ACCESSORIES QTY A6 .�I I is ^ 0 TFI414 33 L TFL1714 3 .F°6 m....-^Y I Ia AIME— , W 1x14 OSB RIM FOR SHEAR BLOCKING 30' -FOB FI D © HU412 13 F06 , slU..a+.ocKw4 Rom F OADIN,, I I z' �"F RAI..RIM BOARD 40 LL .,�...�,.�..a.:....w IS DL FO6 1 , �`_ IIIP',.�. s REFER TO STRUCTURAL PLAN FOR ADOMONAL IO I7 a— FOC _ -� A �" POST'TRANSFER BLOCKING >. AND SHEAR BLOCKING REQUIREMENTS. de 1a Fa- f FO I I ______ TO� eoSHEAR BLOCKING PLACEMENT PER S7RUCTURALPLAN . i - I paRo°�a+Nm.rrv,N ocrrt J SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 1 ®I<- I i . R O NOM.I"'""...tam `,f"�"' i 1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA i - FOB , 4 .. : -x, ., W7-7:::77__ :7:771 .�..°maw r � F09 FOB' q �.. + _�+., , :ns p MIi6RANDT ARCNITICIS 1 3,4_....111.11111111 .°9. 1112rIfilli FOS CONFORMS TO DESIGN C01,'(EPTel/ .il A," w ., El CONFORMS TO DESIGN COXEIR MTN 5 0 r'v co 0 I 0 o -- 0 Sf.,. I REVISIONS/S SHOWN `,k Y � AU- u- '; 0 NONE•.4NFORRIhG-REVISE;..'ORESU&iLi iEiTC+R;ro!3N:Ua taFb�Al&L a-.:-J i C C.. A c. .::,.- 1:s=,r.91 ' n¢e srx CA.R3 RR ells. MI L__ r _ 2'_ e-. 1� oiga� IL MN PE DO NOT: mi OM ma.°MAIM M-"g� A TIM LOLL l Kt sl+ . Loosen,remove,cut or notch w. .aa n.Ilei" Eats:MAs.,Ci any part of the open web joist. CT ENGINEERING INC I I I 1-, umber JOIST WITH RIM SCALE: 1/4"..--V-0"on 24"x36"SHEET & TRUSS C MP Nr SHEET 2 OF 2 S