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Plans (89) L :...5::: LE ��SANITARY SEWERPacif3 �' '� STORM DRAIN DesiComgn y z96.o WATER LINE gN/v. ✓ MANHOLE -1.9'\ 19---"�` ? n - 12564 SW Main Street Tigard,OR 97223 -�' l "� — —• _ ,. — _ [T]503-941-9484 TRACT E - +.�; , + CATCH BASIN 295.6 51.2 . ',' ;k i I DATE. 9/21/2017 —� ,— STREET LIGHT NO. DATE DESCRIPTION 13.35' '� r ____ _____ ____ ____ ' ` 8.31' tSTRAW WATTLE EROSION CONTROLRIMETER In* FLOW DIRECTION ARROW rk-----/-1 --I—----—I--, I 1 I I / 11 I I j 115 I 6 00' STREET SECTION, SEE H4,604 SF / all CONSTRUCTION DOCUMENTS I _®®®®® '`BUILDING: SBR-DL -, � 4.00' -1-T —1---0—/ F =310.31 BFF=301.31 1 in rci. 1 i ° SETBACK SUMMARY °' I I / I FRONT SETBACK: 12' T SIDE SETBACK: 3 a 116 ` „, 00001° IIIIIIIIIIIIIIII16 STREET SIDE SETBACK: 8' _ I CT [ •0001111111111110001111011 100.0.1111111111. FRONT GARAGE SETBACK: 20' w ; GARAGES FRONT PORCH SETBACK: 8' N / = I � I III REAR SETBACK: 15' aCV -- — ____- 3°0301�1 J w— __ _ REAR COVERED PATIO SETBACK: 10' a) ; ._, _._-_ --- --- ' .C.'' PORCH ®__ it I __ L .. `' LOT in Lu _ _ _- `20.00' — COVERAGE: I _� 6.00, ,15.86' --1 RIVER °' — — I ,_ — — LOT AREA: 4,604 SF I ,.I?___ P�TYP.- — -J>r----� -307.6 ' cd r► TERRACE Nr � — 40.7` . 308.2 BUILDING FOOTPRINT: 1,800 SF i — / o I EAST — — ��, z� _ 10.x, 004‘,...„ ►, ' ' — 4` A COVERED PORCH: 166 SF WATER METER o Vi �'� s ' ii SW SNOWDALE STREET COVERED REAR PATIO: 0 SF _ IN '1111111111111 L) us Q CANTILEVER LIVING SPACE: 268 SF ,r 41111 'IS W Q 5 [. _ W (2)YELLOWOOD / DECK AREA: 0 SF PLOT1PLAN CLADRASTIS KENTUCKIA ' �� STORM LATERAL TOTAL COVERAGE: 2,234 SF 3 t 55 .:.. - 1 n, 48.5 % i s - _ 3.0 SANITARY LATERAL - 7 o �` , s ' "N IMPERVIOUS AREA: 2,811 SF cT_U 0 P) POLYGON NORTHWEST (503) 221 -1920 �1 O • CI ■ t�® y` 0. OF II� ,�, '� PROJECT NO.: 395-041 . 2S W6 TYPE: CONSTRUCTION Approved by Planning SCALE REVIEWED BY: PRE LOT 115 (R-7, STANDARD) 10 20 o. Date: -Zy-( RIVER TERRACE EAST t+ I'1^fILJau`�° S� 1 INCH=20 FEET 16684 SW SNOWDALE STREET PACIFICLUMBERCDPYRIGHTY015 ROSEBURG FRAMING SYSTEM'" "" .": quality engineered wood products for iodav's builder w Am... These plans and the designs are copyrighted under Federal by Pacific Lumber Gompang 2015. - All SOHO eLOGC NJ- Theplans maynot be re-used or c _ a.".e„°W.. �i rowsrrsonneove copied,In whole or part,without written permission from Pacific Lumber ,t,.r,a ,) II TOBer.M�a=,,,,. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM LVL R I G I D R(M, �:-,.. nsrnLLsours"awuce product supplier other than Pacific Lumber Company is strict) ,.P- fail Pe,�oer�l,4 M.,rcx Pp p p yprohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEaRrRG roam Przoovcrs 1. ---- BB.,e�MS.azEr.orrM..ocKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `�� i BrJ.owrO POST ABOVE. penalties of up to 520,000 per work infringed,and S100,000 per work infringed willfully. i. �II�!,! 441P -Jolsr IA14 V\t. �II` ROSEBURG FOREST PRODUCTS /`/ n■ Main°,� I, \ OONTRAGTOR NOTES: GES/6N mores: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS =.'°'"«."'""o= °`�" MAIN FLOOR JOIST LAYOUT ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI stoeklH6 PANELSre7x BEARING MALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/•-"- 1'-O" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 MTs. NTS. 4)USE CAUTION WHEN GUTTING FLOOR LOADING: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2p5f DEAD LOAD SHEARWALLS (DOUBLE) 1 1-T/8 RFPI-20 5 1 9.2"O.C. (DOUBLE) 1 1-'!/8 RFPI-20 5 1 9.2"O.G. SLEEPING AREAS: 411\ SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® THIS/5 A PLACEMENT PLAN Y. 30psf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD ART START Architectural/Structural plans.Verify all RAMING shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 1'Tpsf DEAD LOAD B3 R1 R1 155 / • CONFORMS TO DESIGN CONCEPT �1 ❑ CONFORMS TO DESIGN CONCEPT WITH 1. REVISIONS AS SHOWN ❑ NON-CONFORMING REVISEAND RESUBMIT _ il THISSHOPDRAWING HAS BEENREVIEWEDFOR GENERALCONFSRMANCE J I J1 JI J1 i J' R1R1I° J 1 J 1 1 J1 1 J 1 WITH THEDESIGNCONCEPTONLYAND DOESNOTRELIEVETHEJ1 J1 J1 J1 J1 Jar J 1 FABAICATOAIVENDOA OF RESPONSIBILITY FOA CONFORMANCE WITH THE 3 _$ -3 - „3 g -3 - 1J1.1l DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH WIVE PRIORITY I _IO JO _I3 J:3 _li3 _I:3 .13 J:3R1 J$ J$ J3 = J3 �3 J3 J3 -'1� J3 J3 J3 .13 .13 .13 _I3 .13R1OVER THIS SHOP DRAWING. = I' By: Arnold R.Solomon Date:Oct.25.2017 , J3 _> J _3 .13 J3 J3 J3 J3 ° CT ENGINEERING INC .- _.3 3 J'� J _3 ..3 3 �3 J3 _3 J3 _3 NX CONFORMS TO DESIGN CONCEPT v' R{ ^"" ' ODJ s I pC. m IS .l CONFORMS TO DESIGN CONCEPT WITH r REVISIONS NOTED R 1 - $'2 R I ❑ NON-CONFORMING-REVISE&RESUBMIT — - ' it SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Ili Iu —_' Ilw—.. —-� T —=i=_°— I a B 4 1 DRAWINGS,SPECIFlCATIONS,AND APPLICABLE CODES OF WHICHEH4VE r' R1 PRIORITY OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 MILBRANDT ARCHITECTS H it i, A4 R1 R1 v A �3 _3 J3 J$ J% r J J112 „Jr J2 ,2 -2 -2 -2 ..2 ._-2 -3 -3 -3 J3 J5 J5 R1 R1 —'— A BI a PJB is I 1 I I 1 B1 'JB1, II PORCH PORCH REFERENCE NT INSTALLATION GUIDE FOR ALL FRAMING 1 1--1/a RFPI-20 5 1 9.2"0.C. 1 1-1/S RFPI-20 5 1 9.2"O.C.- 1 DETAILS AND I-JOIST INFORMATION I 1 I _I LEGEND: IicifiiLiiiiibir PEATEo loon 1T xlH H -HANGER GALLOUT PL 15-343(Main) POLYGON Filler blocking is not structurally required provided both ® -SUPPORTING POST 14rke Materiel OPTION:5131,1.5131,1.-5Gl Width Depth mead: QM Gut Lt1 Tot LinI-Joists are continuously laterally supported by connection to the sheathing at the top flange. C C5 COMPANY ED -POST LOAD ABOVE R1 056 Rim 1 7/b 11 16 n6 / TRUSS B 1 RlgitLam LVL 5/4 1 7/8 1.5e 2 4 a / addition,the joint in the sheathing shall be positioned R -RIMBOARD e2 RigidLam LVL 3/4 1 7/8 1.5e 1 6 6 over the center one Of the two topflanges to 63 RieidLam LVL 3/4 t 7/8 1.5E 1 22 22 / gassure 105155W ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING _eat BLEW 1.75 LVL 3/4 1 7/8 1.5E 26 3 78 � shear transfer between ween sheathing panels. JB2 MLR&RFPI-20 3/4 1 7/8 15 3 45 PLAN DESCRIPTION/NUMBER: SBDL-56 JB -JOIST BLOCKING Jt R11PI-20 5/4 1 7/8 14 1 a 252 mem men CUSTOMER: POLYGON J -JOIST CALLOUT J2 19M-20 3/4 1 7/8 6 26 156 immir0 taa 2-1/16' 2-5/18" 2-1/2. 2-1¢ J3 RFPI-20 3/4 1 7/8 40 22 88O DEL I-JOISTWITHOUL FILLER GONSTRUGTIONIs{earp PLAN DATED: 10/8/15 J4 RFPI-20 3/4 1 7/5 3 4 12in Max B -BEAM(FLUSH IL/JOIST) J5 RFPI-20 3/4 1 7/e 2 2 4 N.T.S.Nr °ed box mom, a Is r ,T z 224 z 24• M° Maxc DESIGNER: K/VM/L.HENDERSON DATE: 10/1 3/1 5 MDR -HEADER(BEAM BELOW JOIST) oao+xa' z 1B r IT z za z za z 2a Au-assort. F L 1 5-3 4 3 BBO-BEAM BY OTHERS Nt 1MIr11.88-or-rrTlt.ae 9 � `°` z Cu MAIN SHEET:2 Of 3 ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for Iodates builder- �� NYN .ru- '••' I/ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. '"'" The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGA DLAM LVL RI GI D RI M� `.w-^_ sow awcx uLby " '"e'"" , II ��� o sewTiwauoorviE Company,which retains than copyrightsato,and r paiof the plly p.Use it d.these plansoze any other "°'x'" , nazruLsou�sxe�ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PC'OOVCR 41:10r�o�OPOST�r�,II copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \ / BEARING AREA 01,LOCKS `� / BELOW TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. i ► � �IIM!! ROSEBURG FOREST PRODUCTS RFP(-JolST .. �, ir h' CONTRACTOR NOTES: PEC/6N NOTES: 1)VERIFY"ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS '•"°'•"°` •-° o-dW+ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR trnaeEXCEED THE LIVE LOAD nm-oxo ��xw '""' (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOOKING PANELS MN BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/450 N.TB. NT9. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 4opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALL$ SLEEP/N6 AREAS: 5 ART START TN/5 I5 A PLAOEMENT PLAN ONLY. 30psf LIVE LOAD 9-1/2 RFPI-20 5 1 6"O.G. This layout is to be used in conjunction with t 2psf DEAD LOAD 9-1/2 RFPI-so i b•o.c. RAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE shear wall blocking placement and connectors RooPLOAo,N6: I PATIO Purchaser responsible for approving this 25psf LIVE LOAD • PATIO \ I ayout prior to any construction. 1 Tpsf DEAD LOAD I I RT F3} ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN J2 12 ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOA GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE Si J1 11 J1 J1 11 J J1 1 11 J1 J i J 1 J i J i J iJ4 J4'A`�J4 J4"`1 J4 J4-4 14 J 4 R 1 R 1 .4 J 4�4 J 4 J 4 J r4.,4 J 4 4_4 L 4 J 4_4-t _1 1 _1 -I 1 1 .,1 ,1 _1 ,1 .1 _1 ,1 1 ,1 e i DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .�...--- - � OVERs�: SHOPDRAWING. THIS I. :7:v—; �' .='��-Jam.'-'%'- -_�___='r-;s-�__- - _ By: Arnold A.Solomon Date:Oct.25.2017 CT ENGINEERING INC ❑X CONFORMS TO DESIGN CONCEPT ® 0E El ® ® SI 0 CREVIS ONS NOTEDSIGN CONCEPT WITH / '\ 0 NON-CONFORMING-REVISE&RESUBMIT A —y THIS SHOP DRAWING ABS BEEN REVIEWED FOR GENERAL CONFORMANCE ,...4 'w WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN II I _ • J s I _ - _ DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH NAVE R1 I 51 PRJORITV gy �� Rae Hauff THIS SHOP DRAWING. Date 10/26/17 / ` MILBRANDT ARCHITECTS 2'-3 1/5' 2'-3 1/5" I I I I IMPORTANT/ REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION / L J LEGEND: PacIfIt5 _uiiiber �/ -HANGERGALLOUT PL 1 5-343 (Basement Floor) POLYGON PLAN OPTION.SSPE-SG C O M P A N Y ® -SUPPORTING POST Mrk* Material Width Depth Grade Qty Gut WI Tot Lth & TRUSS e -POST LOAD ABOVE 11 RPPI-20 1 9/4 9 1/2 1 5 22 930 R -RIMBOARO J2 RFPI-2O "1 9/4 9 1/2 2 12 24 BASEMENT FLOOR JOIST LAYOUT J3 RFPI-20 1 9/4 9 1/2 2 2 4 105155W ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 LB -LVL BLOCKING 14 RPPI-20 1 3/4 9 1/2 1 5 22 256 SCALE1/4'-1'-O' PLAN DESCRIPTION/NUMBER: $BDL-56 JB -JOIST BLOCKING 51 '055 Rim 1 9 1/2 1 16 112 CUSTOMER: POLYGON J -JOIST GALLOUT 1131 BLKG 1.15 LVL 1 9/4 9 1/2 1.5k 1 1 5 59 PLAN DATED: 10/8/15 B -BEAM(FLUSH W/JOIST) J132 BLKG RPPI-20 ,1 9/4 9 1/2 11 5 51 DESIGNER: KAM/L HENDERSON DATE: 10/13/15 HDR -HEADER(BEAM BELOW JOIST) Accessories BASEMENT BBO-BEAM BY OTHERS H 1 ITH011 F SO-or-ITT9.5 4 FL 1 5-3 4 3 FLOOR SHEET:1 of 3 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 14"OPEN WEB JOIST @ 19.2"O.C. Products Q START FRAMING HERE PIotID Length Product Plies Net Qty IY RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 GWI RM1 40-00-00 1"x 14"APA Rim Board 1 1 - II RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 • RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 c, BM1 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 L0 o o BM2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 :n .c , Sr) _r, t. BM3 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 u`_' L_ Cu _ U_ Lam_' BM4 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 all4IL BM6 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • E M BM10 RM1 BBM,' BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ' • 0 0 I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 MI ——— BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 V111 BM7 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 *of= ■IM's=$"_— O :• "'a»•-- BM5 9-00-00 3-1/2X 14 BIG BEAM 1 1 BM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 '� BM9 7-00-00 3-1/2 X 14 BIG BEAM 1 1 2 V� BM10 5-00-00 3-1/2 X 14 BIG BEAM 1 1 m BM11 4-00-00 BBO2 1 1 BK1=BLOCKING--RM1=RIM BOARD B L= FLOOR LOADING40 LL15 DL III CL 1 :-03-07C) = = = = = IEJl LµM. A'x- `_- ix pogo IIACCESSORIES QTY I11 I `� TH017140-2 21 © TFL1714 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' © HUCQ412 1 OD 0 0 0 0 0 L. EL iL "L ..._ LL `� U Q O O C1 L L Li i_ AA_ L_ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Co,ti UT ADDITIONALPOST TRANSFER BLOCKINGAND S 7. I 1 ill, Ii I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.j • �_ _ =�K1 __ II BM3_-_ IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERL4I --° -' a-='0_=[L:=ta RM1 g=,,_ ° -I_ _ sa w_ca «Ict O Ip �_a--_A- _J UM IRM1I I JOIST WITH RIM (24x36 SHEET) SCALE: 1/4"=1'-0" SHEET 3 OF 3 PacifkLuinber & TRUSS COMPANY Z CONFORMS TO DESIGN CONCEPT © CONFORMS TO DESIGN CONCEPT Li CONFORMS TO DESIGN CONCEPT WITHCONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ REVISIONS NOTED ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORIWICE WITH THE DR WC GS,SPECIFICATIONS,ENDOR OF NSAND APPLICABLEPITY FOR CODES,ALL OF WITHIDESIGN DRAWINGS, AND CODES,ALL WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By Rae Hauff Date 10/26/17 By: Arnold R.Solomon Date:Oct.25,2017 MILBRANDT ARCHITECTS CT ENGINEERING INC