Loading...
Plans (3) /&7f9 a//40,0 "57:20/6(1-662737 LEGEND: 0000011 Pacific 1 1 ss SANITARY SEWER Communi ty 281.1 I SD STORM DRAIN il Design f I 277.8 1 —w WATER LINE 12SW Main Street t ' 4 Tigard MANHOLE Tigard,OR 97223 .1••••-•,•„7.•]•,----:••••.-_-••:-];=-]•••,•-•••• 1,-;7!.7••••• '�" i, I°tea yh,. .. [T]503-941-9484 .^.. ..» -fin e r +s CATCH BASIN — — ^" v __ _--"`� ` f \ a. 4`�y DATE: 3/30/2018 -- ' -- -.-~' / i/ N � ` REVISIONS _.--- _ —' '=y — _ r \ \ �° —I — STREET LIGHT NO. DATE DESCRIPTION - — —� _ —23.85' — `I \ \ \ 35.08' �� TRACT'X' �� e STRAW WATTLE PERIMETER II I \ 1 EROSION CONTROL \ �, �I0 FLOW DIRECTION ARROW _ (_ f \ / 0 STREET SECTION, SEE / ,' —H — 4. — — �/ CONSTRUCTION DOCUMENTS f 4.00.--1-:� -j 216 , 4,959 SF / f � / SETBACK SUMMARY 1 it i BUILDING: 5B jI 215 I / FRONT SETBACK: 12' I FF=277.02 \ / I SIDE SETBACK: 3' f f l //\\ STREET SIDE SETBACK: 8' i'''' / " FRONT PORCH SETBACK: 8' I / -- 6.00' / . GARAGE SETBACK: 20' E \ / COVERED PATIO SETBACK: 10' 0 f °\ I / GARAGE f /�� / REAR SETBACK: 15' / QQ / / co N `�--- --= — I • -=Z __ ---n -� �� a LOT COVERAGE: 6.00' ���� p� PORCH PUE TYP.— �_ a RIVER ) �i �-f/ N / — — 20.330' LOT AREA: 4,959 SF TERRACE -8.81' ,,,, 0 - 41011111.114/11111111.111 ---- v, � _ .""' g•'�E °�r 27 0 BUILDING FOOTPRINT: 1,800 SF EAST NO. 2 0) {r : Pr AVAIL17.9' a WAI II i _ _ � ; ` COVERED PORCH: 166 SF z ®rl�■r iir&Wi STORM LATERAL - \ 3 COVERED REAR PATIO: 0 SF ~O 1 a (1) KATSURA TREE / fAir ! 44 CANTILEVER LIVING SPACE: 43 SFCC LOT 216 LL m CERCIDIPHYLLUM JAPONICA N , /" a;a DECK AREA: 0 SF PLOT PLAN 1 WATER METERll ,, SANITARY LATERAL 4Q" 0 — — — s — - — S�, TOTAL COVERAGE: 2,009 SF 0 �Z ' : S O, SD/ SD a i 40.5 % / `" _--,0t..- ° / A =SW APPLEDALE ROAD- ��v g w- DEL .2\b, e L 4 IMPERVIOUS AREA: 2,708 SF O / d . i s U 0 0 0) POLYGON NORTHWESTC (503) 221 -1920 W6 1 F TIGARDGli° 0 2 V 1 PROJECT NOTYPE .: 395-064 0 Approved by Planning REVIEWED BY: CONSTRUCTPRE SCALE LOT 216, R-7 (PD), STANDARD a$e: Q-lti-t� 10 20 CO RIVER TERRACE EAST NO.2 nSC tials: z at k 1q°I SW APPLEDALE ROAD , INCH FEET ROSEBURG FRAMING SYSTEM"- :- PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- n,: These plans and the designs are copyrighted under Federal Law by Pacific Lumber Gompany 2015. __ Theplans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber "° souo B�ocK al P ,I I' ij� Fosrs.,+O.,..Bo�B Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM LVL RIGID R I M a monk,°r.:. Buorv. o BewRINv ,.,,,,,,,,,s,. MSTALL SOYA.BLOCKS product supplier other than Pacific Lumber Gompany is strictly prohibited.Unauthorized use or IPOSEWRG FOREST'PRODUCTS eoueaoec FOREST PRODUCTS ,0, ' -wM. -41111:14 _ ,(I '1'DETAIL to MMru, copying of theseplans.infringes rights under the copyright Act.Infringes face liabilities that include 4 -,-<.. / --- '''' ,.1.1,,, ,..,,..„..,,,,, ` BEKeMT POST na 9 9 99 / Be�ory ro.osr ABOVE penalties of up to$20.000 per work infringed.and 5100,000 per work infringed willfully.,� 'IIl RFPI Jolsr • ii �,e ��' �� (i'/\� I� CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS sa�.K."�_ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR wuuwupv kr-s wp mmroe�adezng (UNLESS NOTED OTHERYNISE) EXCEEDTHELIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S DEFLECTION N EFLTION CRITERIA RFFiBtockIN6PANELS vuTxBEARING MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTEDOTHERWISE) OFL/480 NTS. NTS. SCALE: 1/4"- 1'-O" 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: THIS IS A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD • START STAR Architectural/Structural plans.Verify all I shear wall blocking placement and connectors ROOF LOADING) I I FRAMING FRAMING j I '7 Purchaser responsible for approving this 25psf LIVE LOAD 'PATIO /HERE HERE\ PATIO' ayout prior to any construction. 1-rpsf DEAD LOAD R1 � I I R1 R1 I WI IA 1,,. JL J2 — 16 .I. I, J2 P1 R1 .i. . JG JG I' .I. J2 - • ® CONFORMS TO DESIGN CONCEPT 2 62 (, ❑ CONFORMS TO DESIGN CONCEPT WITH J6 1 i Jr) ' .I5 J6 REVISIONS AS SHOWN _. 16 Js ❑ NON-CONFORMING-REVISE AND RESUBMIT , . .ii, •I I�' •JS J_2R1 R1..B2 I JD JH> THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I J_I,'1 .1. • -1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Jb � 11 n's TS2 12 II 16 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R1 I ,I, • R1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J6 J2 .12 116 OVER THIS SHOP DRAWING. III 1. 16 Ja 12 ® J6. By: Arnold R.Solomon Date:May 11,2016 J6 I,� I' 12J2 CT ENGINEERING INC I B 1 I I� 130 +_ DGM: 111111 :-s J IC I• J2 .12 - 16 I >1F II 0. 0. II t< I;• ' ❑X CONFORMS TO DESIGN CONCEPT J6 I i d3 O 12 1' " ❑ CONFORMS TO DESIGN CONCEPT WITH �IiI t- 1" J,II J-1 d d - J9 JI. ______ B 1--va-------t-, REVISIONS NOTED t f 1 ElNON-CONFORMING-REVISE&RESUBMIT 11 'I JD 6 - ® 1 J9 . R1 11 O O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 . JD N N — — P.1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I' LL E_ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE R' V. PRIORITY OVER THIS SHOP DRAWING. I, J5 /B n Di By Jeremy Pfarr Date 5/11/16 3 fl - AL o- - MILBRANDT ARCHITECTS JO R1 R1Liqj 15 R1 .i J9 = R1 .I. JO J-0 '' 1 JO JD !i JO O a .I JO • - IIS dill JO JG I;.,' J2 J2 Jf J2 12 •=2 I 12 12 • I I IMPORTANT-/ REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L J LEGEND: CALLOUT Pacifi umber H�—-HANANGFL 1 5-5 2(MAIN) PGLYSON SB FRONT TO BACK Mrk• Material Width Depth Stade (ity Cut Lth Tot Lth ® -SUPPORTING POST R 1 055 Rim 1/2 10 15 150 & TRUSS COMPANY 51 Ripka-ern-ernLVL 3/4 1/2 1.5E 2 16 32 e -POST LOAD ABOVE B2 RigielLam LVL 5/4 1/2 - 1.5E 2 14 25 B3 RlgidLam LVL 5/4 1/2 1.5E 2 12 24 R -RIMBOARD J1 RFPI-20 3/4 1/2 1 10 10 105155N ALLEN BLVD BEAVERTON,OREGON 11005 (503)858-9663 LB -LVL BLOCKING J2 RFPI-20 5/4 1/2 12 12 144 J5 RFPI-20 5/4 1/2 _ 12 20 240 PLAN DESCRIPTION/NUMBER: 5B FRONT TO BACK JS =JOIST BLOCKING J4 RFPI-20 5/4 1/2 2 2 4 CUSTOMER: POLYGON J5 RFFI-20 5/4 1/2 3 14 42 J -JOIST CALLOUT J6 RFFI-20 5/4 1/2 12 30 560 PLAN DATED: 11/24/14 JT RFPI-20 5/4 1/2 1 26 25 B -BEAM(FLUSH w/JOIST) J51 BLKG RFPI-20 3/4 1/2 25 5 15 J52 5L-K0 1.15 LVL 5/4 1/2 1.5E 5 5 15 DESIGNER: KAM/L.HENDERSON DATE: 2/16/15 HDR -HEADER(BEAM BELOW JOIST) B50-BEAM BY OTHERS AccessorieB H1 iTH011.150-or-ITTS.5 4 PL 1 5-5 2 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 14" OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE T RM1 40-00-00 1"x 14"APA Rim Board 1 1 iRM1l RM1 12-00-00 1"x 14"APA Rim Board 1 1 loll ' 1J , RM1 180-00-0 1"x14"APA Rim Board11 ' r RM1 10-00-00 1"x 14"APA Rim Board 1 1 -00 011 ' RM1 4-00-00 1"x 14"APA Rim Board 1 21 1 RM1 2-00-00 1"x 14"APA Rim Board :m27M7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 M4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 i 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 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 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I11111 o BK1 17-00-00- 1.5 RigidLam LVL 1-3/4 x 14 1 1 . `I Ialli BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®i �-• +MMMf°. ' I< - BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I�. 0`� ® ®p-- ' BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1110 11141 u- _ M 1111 I N N BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 M :■I®I:+il I BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 ��' ��'I BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 UI �� m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 � - BM11 4-00-00 BBO2 1 1 ��� IIIII!III. 111111111 � 40 LL AQ FLOOR LOADING !.� - . .1•�C�a'���'$_ BK1=BLOCKING RMS=RIM BOARD A iiiiijjIIiiIIIIIi1 M M N NNN 1 0 TH017140-2 21 H11111 0 ITT14 3 1 X 14 OSB RIM FOR SHFAR BLOCKING 25' © HUCQ412 1 N c2 o 0 0 1- 1Ili SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLANm REFER TO STRUCTURAL PLAN FOR ADDITIONAL mPOSTTRANSFERBLOCKING___ AND SHEAR BLOCKING REQUIREMENTS. HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.- - -CI a,I !" N ' ti I WHERE PLATE NAILING AT 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' -�_ = -' -"-• SHEARWALL ABOVE EXCEEDS ONE _I_ IRM1I N I _NNN II BMSA ®, , ROW,PROVIDE ADD'L BLOCKING OR _ _ A I ��--- (RM1i- -<. O RM1... -- - WIDER RIM MATERIAL AS REQ'D. il ❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM REVISIONS AS SHOWN ®CONFORMRTO MS.CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT 2=5,,T=51 G N coxaPTwnx THIS SHOP DRAWING WS BEEN AEVIERFD FOR GENERAL CONIOABBHCE (24x36 SHEET) SCALE: 1/4" = 1' 0" E7"O"`O"EOB"'"O-REVISE&BE:"BB'" WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE rn SEN THISASEEP S OF E. CEJIBILITY FOA L VERIFY ALL DIMENSIONS. ...ABA°°Bw'"""` E.N B/mES By: IRA R.Erten Date:STSA�19.2014 & TRUSS C O M P A N Y By MILBRANDT ARCHITECTS CT ENGINEERING INC