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Plans (478) vc\ -- o\- - co o\ t_Q S \t,. o • `mss LEGEND: SS SANITARY SEWER Pacific SD STORM DRAIN Community Design a. Y j a °. ' M WATER LINE A a o. w� .° 2564 SW Main Street _ MANHOLE Tigard,OR 97223 J.__ ,) / ', — [T]503-941-9484 : CATCH BASIN DATE: 6/8/2017 SANITARY LATERAL SW LEMONGRASS LANE =Nam SS es'``� I S,...,,,____±,11_ REVISIONS (1) DOVE TREE/ -� -0-- STREET LIGHT7No. DATE DESCRIPTION DAVIDIA INVOLUCRATA STORM LATERAL SD - SD I SD SD SD SD WATER METER STRAW WATTLE PERIMETER 4 �a . EROSION CONTROL / A�/ ' / - ,,, �� FLOW DIRECTION ARROW t — I o 7-7,49(Ln 6.00' o ET CTI E PUE, TYP. © STREET SECTION, SE 111 a ! CONSTRUCTION DOCUMENTS Qi a 325.9 325.4,E ° , �° a �f 32 a 1_ _ - - - - _- - SETBACK SUMMARY —32s— 21.00'-18.00' 3327 FRONT SETBACK: 12' - --- I r - -i -J ' L— t1 328 I " • I SIDE SETBACK: 3' +rF 329 - t330•---- �_ r 324 II---r STREET SIDE SETBACK: 8' r X330---- �� i II i I I I FRONT PORCH SETBACK: 8' -OI I `PORCH • I I I I REAR SETBACK: 3' I 1 I I EI I 1 . BUILDING:----- I II a , I 1 - •- 3.00' 1 I I I 2610D 1 I ------__. 9. 1 I I \ UFF=335.8 1 I I -- I 0 195 I i 196 b GFF=334.5 198 I 199 I 197 I I � LOT COVERAGE: 1 RIVER 2,560 SF I — i 1 o r? 3.00'_- \ ' -N- F Ir lI I I LOT AREA: 2,560 SF 1 ' _ 1�c . I —1-HR FIRE t:44-- I I TERRACE 0. 1 r- 1-HR FIRE `� I d — RATED EAVES 1 h I1 �---` L J1 1 I 11 �_- BUILDING FOOTPRINT: 1,314 SF LU 1 I RATED EAVES -E 1 1 I r }� EAST ( I 1 1 1 I I I 1 ---_---_..-_-.7 333-+ r GARAGE 1 1 I 1 3 I 1 1333 '_ I 1 f 1 1 I COVERED PORCH: 73 SF I 1 I I 1 ^o I i I I s I I I I I COVERED REAR PATIO: 0 SF -1 I I I I I I I .;33--T1 I ,_ _ —J __ — �_ J 333 CANTILEVER LIVING SPACE: 0 SF E) �I - ____ — — — — LOT 197 o 1 DECK AREA: 0 SF o 333.4 5.00' — 333.7'--- PLOT PLAN 0 ALLEY M 3.00' TOTAL COVERAGE: 1,387 SF -,r PUE, TYP. .0i 54.2 % Q CL — -I-, I -I E-1-;-=1- I,-I- -I—r I -- - -I, I- IMPERVIOUS AREA: 1,715 SF a ro i o o RECd ;; CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by Planning a �('y S PROJECT NO.: 395-041 a f�C. } O 11 2 1 W6 REVIEWED BY:TYPE CONSTRUCTION LOT 197 (R-25, SMALL) Date: i�-/li/�7 SCALE , PLANNING/ENGINEERING 0 CITY RIVER TERRACE EAST Initials: S L,,/ o ,o 0 16944 SW LEMONGRASS LANE 1INCH=20 FEET U CONFORMS TO DESIGN CONCEPT POLYGON Fl CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN - ❑ NON CONFORMING - REVISE AND RESUBMIT El TO DESIGN CONCEPT PL13-291 UP H THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1 ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE HE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ❑ NON-CONFORMING—REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS WITH SHOP DRAWING HAS TBEEN ON Y VI NDD DOESGENERAL CONFORMANCE PlotID LLength Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THE By: Todd R. Eaton Date: September 19, 2014 FDRAABRICATORNENDORWINGSOFSPECIFICATIONSRESPONSIBILITYANDAPPLICABLE FOR CONFORMANCECODESALLOF WITHWHICH DESIGNHAVE RM 1 36-00-00 1" x 14" APA Rim Board 1 1 , , , CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RMI 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RMI 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 B11 ° ° ° 7 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 �II, FT0 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2� m ° . Floli •-h--- -81 . J BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 °° BM19 _ 11 �BA7f1 Ik ° . .- ° -4 .: 0 ° BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° ° I I F07 I BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 H I H F07 = BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 ,, F07 03i P ° • ° ° F07 "I BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 H ° ° ° il BM 1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 I 4 N O F07 ° . F05 ° I E BM3 BK1=BLOCKING D ° ® F05 ° ° RM1=RIM BOARD I I° ° ° IBM ACCESSORIES QTY •I I I O s�II 0 TH017140-2 43 TID A e ° ° P F04 it © HUCQ1.81/11 6 b F 1x14 OSB RIM FOR SHEAR BLOCKING 28' j I I04 I g ° ° ° I I4I m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 F' r� �I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F9 IP ° •-•I _ BM3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA Q_ ° ° ° .�F03° I FLOOR LOADING I 40 LL WP ° ° d n ° : I 15 DL I I F03I I ° ° 19-03-12 cl ° F03° U _� _ ° s11 d'b u {,� . I I F03 I a moi ° L ° ° l—, F02 ii,--- _ ' m JOIST WITH RIM avalI*...Hinimmoi .:. F11 JIM F Z F11 Y F12 G– II 0 ° ° l ° PaciIk3 ..umber LL (I F11 ° ' F'1' I ° F01 �'__ H a R — • p I BM9 T a r ~ � W O & 1 R U S S COMPANY TRM1 = m „ ��R PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM`” notwrerca a, R 1 qualify engineered wood products for Iodav's builder- F�M•F,L,� ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI DRI M- Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other "' ' product supplier other than Pacific Lumber Company Is strictly I IIIA the p y prohibited.Unauthorized use or ROSEBURG fattest PRODac15 ROSEBURG FOREST PRODUCTS C copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include • �E -\\ BELON TO POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. ��IIM B4RFPIJOIST -'i .IISROSEBURG PIOODUCTS h/ CONTRACTOR NOTES: 05516N NOTES: fen""'4. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "„,„ � N10w,,,,.,,,,,,',",,,,,N 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,="'"""=""'"'" (UNLESS NOTED OTHERWISEEXCEED THE LIVE LOAD) RFPI BLockMG PANELSrvmx BEAAaus WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 Nrs. nrs 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 12psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLErI I 30pst LIVE O D5: 1 2psf DEAD LOAD MOOFLOAD/N6: 25psf LIVE LOAD 1 Tpsf DEAD LOAD r PATIO PATIO R1 R1 PL1 3-255 (MAIN) Ri- R1 R 1R 1 J9 N ' J9 R 1R 1 R1 _. ..__-—R 1 _, POLYGON 2610 D 1 Mrk* I Materiel I Width I Depth I Grade IG2ty I Gut Lth Tot Lth R 1 O5B Rim _ 1 9 1/2 1 1 6 1 1 2 I -lb J 1 RFPI-20 1 3/4 9 1/2 1 1 0 4 J2 RFPI-20 1 3/4 9 1/2 12 2 4 __ P v J3 RFPI-20 1 3/4 9 1/2 1 8 3 -J6 9 - = J4 RFPI-20 1 3/4 9 1/2 1 18 18 JS RFPI-20 1 3/4 9 1/2 1 28 28 _l_ J6 RFPI- 0 1 3/4 9 1/2 15 26 390 J1 RFPI-20 1 3/4 9 1/2 10 6 60 — T' 12 r J7r� B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 - V = 4-.16 �'L '1 -t 'c IL -=IU B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 0 ' 0 B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 (V =J6 6l---6-- --"-,etr'—y .. _ ry JB1 BLKGRFPI-20 1 3/4 9 1/2 20 3 60 o' N- =J6 J6-y Accessories ry R1 - R1 R1 - - _ QR1 O H1 ITHO17950-or-ITT9.5 16 tv J®1 J#.1 u J6 --- --__ J6= u_ K R' Di =J6 J6 Di - 12'-0” _ - 14'-0" _J6 _ `..IE. Jb A 14'-0" 12'-0" IJE, d6- B2 ` - - - - H2 IJ i R1 J31 - - - tat 1 JB1 J=1 J1 r g 7 ... ------ --- -- 7r 71iPIT 'Ir lF 9P 1f 9HF 7F ( I __ -or �'f PORCH I I PORGH R1 ,7 ..7 -7 -7 _7 -7 _7 J7 J7 J7 J J 7 J J JT J - 1 IMPORTANT! B3 r3�3 I I , ==, REFERENCE INSTALLATION ' GUIDE FOR ALL FRAMING START I R�1 �1 a R1 - -J L R1 :I�•1-- '11 R1 START DETAILS AND I-JOIST INFORMATION FRAMING I R1 R1 FRAMING HERE I 9-1/2RFPI-20619.2"O.G. 9-1/2RFPI-20w19.2"O.G. HERE �E6EANGPacifi umber OH --HANGER GALLOVT ® -SUPPORTING POST & T R USS COMPANY ® -POST LOAD ABOVE CONFORMS TO DESIGN CONCEPT R -RIMBOARD IS3CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE 051'4E60, ❑ OREGON 97035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN 'I PLAN DESCRIPTION/NUMBER: 26 10 D JB -JOIST BLOCKING 19 CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J .•JOIST GALLOUT n n`sioa roEn:wN CDN PTwnN THIS SHOP MING HAS BEEN REVIEWED FOR GElEML EDNFDBBNNCE PLAN DATED: *I/23/1 3 WITH THE LE5ION CONCEPT ONLY AND NES NOT RELIEVE TEE B -BEAM(FLUSH w/JOIST) Zr. NBRICAnCR vENNA OF AEPoeIBILIIT Fo NRDRsleE mTu iXE MAIN FLOOR JOIST LAYOUT DEERGT IIASINGs Ala NPEDICONTRACNV uL LL VERIF PALL DIMENSIY MP DESIGNER: KAM/BEL/1'OOD DATE: 1 1/1 2/1 3 HDR -HEADER(BEAM BELOW JOIST) ,r„„,,, OVER THIS sxDP DRAWING. CDNTRALiOA SHALL VERIFY ALL DIMENSIONS. 580-BEAM BY OTHERS """`°""' H I SCALE: 1/4"- 1'-O' . 5t=2/,A By: T=Dd A.Eaton Me:SeDEmGer IV.ma P L 1 3-255 • By IBRANDT ARCHITECTS CT ENGINEERING INC MAIN) SHEET: 1 of 1