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Plans (91) LEGEND: Ss SANITARY SEWER Pacific I —I ; ` L J _ w — STORM DRAIN n 1 s Community ' Des t ( I —w WATER LINE kL=_________ __ , 12564 SW Main Street MANHOLE Tigard,OR 97223 iy 330.3 \ i \ 332.7 [T]503-941-9484 CATCH BASIN DATE. 7/7/201750.0'— --- f 332.— 3---__.,_ f REVISIONS 339 — , -..-_._,..._._ `' .-.-------►---.... , - ____ (Th_____,_ �-.._.'� NO DATE DESCRIPTION 0 _ STREET LIGHT II ; `, 29.00'_ � STRAW WATTLE PERIMETER i `, _ \ G EROSION CONTROL , � iF r `, �V ': `o 37.00' \ I I ■♦ FLOW DIRECTION ARROW nI ` I \t I I STREET SECTION, SEE ,0 ' I �\ \ \ \ - 0 CONSTRUCTION DOCUMENTS I/Ili ,I 5.00' \ 5,000 SF SETBACK SUMMARY 1 0 8.00' I FRONT SETBACK: 12' o 1 SIDE SETBACK: 3' � ' a �BUILDING: 3B o a3 l ' i ', `l �` STREET SIDE SETBACK: 8' z ; FF=326.71 FRONT GARAGE SETBACK: 20' 1 \ \ FRONT PORCH SETBACK: 8' , „, \ t I \ X �t b� `y I REAR SETBACK: 15' I: I I � '\,` �\ � REAR COVERED PATIO SETBACK: 10' } GARAGE\ o i I `' i\ 1 \, '\—r A LOT COVERAGE: CN CO a w b.00� \ PORCH _ �� I RIVER _ _ PUE, TYP. \ OJ\ a.._ ._ A I LOT AREA: 5,000 SF �, _ , 20.00' >y � �`� 1 TERRACE 3 —tr — — --llie-12.90' — — — — — — BUILDING FOOTPRINT: 1,569 SF �= 323.1 EAST \ 50.0' r } COVERED PORCH: 161 SF o {' i WATER METER o ,, ANIFAWAM v COVERED REAR PATIO: 0 SF tj .0. l —r— CANTILEVER LIVING SPACE: 20 SF ' i ,' ; 82 SSS SSS SS / %-Kr � % ` 1 ' I _ DECK AREA: 0 SF PLOT PLAN N r Q Sr,` SANITARY LATERAL 0 f� (2) YELLOWWOOD / S; L� rpip r `\ ', CLADRASTIS KENTUCKIA TOTAL COVERAGE: 1,750 SF SW SNOWDALE STREET STORM LATERAL t 1 �� 1 35.0 % a - �i1 f -,,) I � tN r-,'.->-'\---- �. z''� �`\. —tea' W f ,`� 1,A, ,// o \1 `z, :^y 1 ;` \ — t J —\ IMPERVIOUS AREA: 2,450 SF i v Nr 0 A 4.1 RU P POLYGON NORTHWEST (503) 221 -1920 Planning GI> MIN O mUIY Ity , `i r PROJECT NO.: 395-041 % 2SS 1 W6 TYPE: CONSTRUCTION VI * ±✓ SCALE REVIEWED BY: PRE 9 LOT 82 (R-7, STANDARD) ° 1° 20 0 co RIVER TERRACE EAST 16911 SW SNOWDALE STREET 1INCH=2°FEET a °� m :a,.; PACIFICLAMBERCOPYRIGHTYCI4 ROSEBURG FRAMING SYSTEM"" 1quality engineered wood products for today's builder- •_«•ani.•:Nn :IV= ,I� 'ip ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. . socio e�oc"nu The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGI D LAM LV L RI GI DRI M� I Company,which retains copyrights to and ownershipof theplans.Use of theseplans byanyother ' Paws Prsor neve .N, >a•N TOBEARiNS BEI.Ow P y. ac �� m.m u ,,III lRAIMI scREAOF BLOC product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROstsuRO FOREST PRODUCTS a05lwlao loFBIPRODUCa ..,.-PPS. reRver��,a.r,nrcn copying of theseplans,infringes rights under the Copyright Act.Infringes face liabilities that Include BEAaiNsnaEn of BLOCKS na 9 9 99 �� / `� i BELOM TO POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per worK Infringed willfully. RFPI-JOIST �, ION ROSEBURG FOREST PRODUCTS " „ IID CONTRACTOR NOTES: DESIGN NOTES: ...... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS _ v�.�I p="ren 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .����n,,,,-�e�,00a•..n... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLoccING PANELS PITH BEARING PALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.r.s. I Ars. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12psf DVOD SHEAR-MALLS1 psf DEAA D LOAD SLEEP/N6 AREAS: START THIS l5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD I FRAMING FRAMING 1 This layout is to be used in conjunction with 1 2psf DEAD LOAD I IHERE I Architectural/Structural plans.Verify all 1 PATIO I HERE I PATIO I shear wall blocking placement and connectors ROOFLOAD/N6: I 'urchaser responsible for approving this 25psf LIVE LOAD O N O .- ayout prior to any construction. 1 Tpsf DEAD LOAD 1�-1 iii / - =-i --- I■� J5 1 -I: I 1 J4 Ia - - lid.:..,- I: :Ilii 1 J4 -I 1 -•, ��_I- Ill: I d4- I •. _- — -- I. II I J4 "' J5 I • iiiri 1 R1 JY".1 — I•I l i►1 Jh I J5 - - 1 SII 1.111111111111M111 . - II :SII I J4 I J5— 1� 11 I 0 — J4rIN —ti" — Y 'ISI I J'l I'I JS R1 O O I _ III _ I 1 N Fl R 9 • 3 ni r u.. IL 1 F., -I K K Al ;JcJ� N I 1191 1 I \ \ I4 1 .I J2 I IJ2-..ill _i m I I • J2 - J2 II =i.' J2 Rt J2 J2 .1 i1 J220.1 • — 11 j2 i I 2 I I J2 J1 J1 n Jo;1 )co-1 II J1ft II PORCH PORGH IMPORTANT-/ J L REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4— 1 1 Q (MAIN) LEGEND:HANG POLYGON 313 Pacifi4umber Mrk n Material Width Depth Grade Qty Gut Lth Tot LthH)---HANGER GALLOUT R1 0513 Rim 1 9 1/2 9 16 144 WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ® -SUPPORTING POST J1 RFPI-20J2 RFPI-20 1 3/4 9 1/22 1020ROW,PROVIDE ADD'L BLOCKING ORpCOMPANY IED -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 12 2 0 15140 MAIN FLOOR JO15T LAYOUTWIDER RIM MATERIAL AS REO'D. 8c TRUS R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 14 28 392 SCALE: 1/4"- 1'-0" ❑ CONFORMS TO DESIGN CONCEPT 5430 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9363 J5 RFPI-20 1 3/4 9 1/2 14 12 168 CONFORMS TO DESIGN CONCEPT WITH LB -LVL BLOCKING ®B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 3B JB -JOIST BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ®<o oonen To aeon wN�ET GUSTOMER: POLYGON g 000NOo Np p:IcN CON<EPTWIrH 0 NON-CDNfORMING-REVISE AND RESUBMIT J -JOIST GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 THIS SHOP NMI,'DAS BEEN PH;ErrEO FOR GENERAL 0100144NCE PLAN DATED: 3/11/14 0 NON-CONFORMING-REVISE.RESUBMIT ThE B -BEAM(FLUSH w/JOIST) Fneemar DESIGN 1E NW9 OF eESRO SIBIUTTYEFOR CONFDRIPACE CID mE HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGN DRAf.IN,m Arm SPECIFICATIONS AL OF C"HI]H n+e PRIORITY DESIGNER: KAM/L-HENDERSON DATE: 4/14/14 H1 ITHO 11950-or-ITT9.5 4 .-e - D+ER THIS SHOP IFOINS. CONTRACTOR SHALL IEPIFY AL DIMENSIONS. BBO=BEAM BY OTHERSay ..A .O u, Date 9n5):5 By: Tma E.Eaton Dale:SeRterber IS,5010 MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 4- 1 1 9 (MAIN) SHEET: 1 of 1 POLYGON 3B PL14-119 UP - - 4/21/2014 14" OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START FRAMING HERE k 5-00-12 k q RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 II RM1 37-00-00 1"x 14"APA Rim Board 1 1 rid /'� RM1 11-00-00 1"x 14"APA Rim Board 1 1 L 0 RM1 9-00-00 1"x 14"APA Rim Board 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 1 111.' � BM1 20-00-00 5 1/2"x 16 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 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° ' (' I'' BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 !=� BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 I BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 III _ 1�s 0-OC I BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 ' _I won), I M A � �_© BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 FI °2 05-22 \ IBM81 IRM11 BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 !I BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I II H 1 BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 1 ! "� K11 A BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 II BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 o- RMI ICC BM11 7-00-00 3-1/2X 14 BIG BEAM 1 1 X j A I !ppm I n BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 — BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 -> It FLOOR LOADING K1 jj ��-01-0i RK>.=BLOCKING 40 LL 15 DL 1 RM1=RIM BOARD — � # II ' �M2Ir T' ,s E, ACCESSORIES QTY II II 0 II ISI 3-O-14 I10� ® TH017140-2 53 I 0 HUC412 5 1 R , I 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' I I i olig m II_ -i ce.0307 mi SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _ — 1 EI A 3K1 — — IBM71 I REFER TO STRUCTURAL PLAN FOR ADDITIONAL BM21 Q 11 _ II i- i II q-0s14 II POST TRANSFER BLOCKING BM1 /a AND SHEAR BLOCKING REQUIREMENTS. RM1I IBMs' I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR ill' WIDER RIM MATERIAL AS REQ'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®CONFORMS To DESIGN CONCEPT 0 NON-C0NFCHMING-REVISE AND RESUBMIT ❑0,zni:ZSIGN CONCEPT WERE THIS FEU DRAWING HAS BEEN REVIEWED FOR GENERAL CONFOACWECE e DISH TN DEI N AND.EFE IFIL TIO EOEG NOT MICA 11 TEE Paci� umber ❑ 'ABn.R,ORE FENWR OF FEEPONBIBILITF FOC DONFOFW.4CE WITH TAO DESIGN DRAWINGS AND REGI FICAT.ONB ALL OF WHAIR NAIL PRIORITY OYER NIS OOP DPAYIiNi CONTPAGT09 914EL,EAIFY ALL DIFEN9IONS. .,:,>..` ti.. O. 9/22/14 BE: Tula B.Eaton Date:September is.2014 & I R U S S COMPANY e.MILBRcANDT ARCHITECTS CT ENGINEERING INC