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Plans (79) --S-7-- -0/ -- CO -9 A LEGEND: —ss SANITARY SEWER Pacific ONE HOUR FIRE RATED EAVES SD STORM DRAIN Community Design w WATER LINE / \ 12564 SW Main Street O • MANHOLE Tigard,OR 97223 �yy ITJ 503-941-9484 • F.D ■ CATCH BASIN /i DATE: 1/5/2016 X66 ` 1 � STREET LIGHT REVISIONS :I TRACT P OD6 19.00' 20.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I 141 Sp .I - 5.01' 265.9 0 EROSION CONTROL > - 266.5 266_ 0 I I STREET SECTION, SEE ,;/� �/�' /� CONSTRUCTION DOCUMENTS lel r SIDEWALK ■IMA -1 `�T I( r D . ,i ' I , 3.00' II � i A"'� -----1 I PUE ! 1 O \ ; I GARAGE I I I I` , SETBACK SUMMARY I 1 ' Illikr I I 1 FRONT SETBACK: 12' 1 I I ' I 1 SIDE SETBACK: 3' >i `\ 76.00' '. I■1 I 128 I I 1 STREET SIDE SETBACK: 8' PLANT (3) STREET �� PUE 1 I 113.00' I I I' REAR SETBACK: 3' o`1 3,158 SF „Jr Ii I 1 II-i PORCH SETBACK: 8' TREE: 2" CAL. ` �',1 I , BUILDING: 2610A , o ; I' GOLDENRAIN TREE / ` O'; ' FF=267.8 ' ° 9 KOELREUTERIA 11.00' IIt I it 127 I I' o co PANICULTA 'catir I N D/ II I I 11 _ : I ID ` ,II I, I ; I � I14 `0 7 I •ti 1 _ I L It,i LUI I PORCH LOT COVERAGE• i 1 s1 L__ a . DLU I .` f Q 1 5t 21.00' I __ 8.00' LOT AREA: 3,158 SF I- 1 I PUE— I POLYGON AT 00 . : 3 e� Xl v 1 % 19.00' • BUILDING FOOTPRINT: 1,304 SF O , 611 \ Iii '266 SIDEWALK WEST RIVER N \3 fl N r 11 `•� ° 26.0'D ,. Air I i COVERED PORCH: 49 SF TERRACE rn s CANTILEVER LIVING SPACE: 0 SF �i Mir 13 I / 265.5 it 266.4 0 �o N / �' I m m I COVERED PATIO: 0 SF o N '‘;'s WO* WATER METER M_ M plr4 �y� E M / DECK AREA: 0 SF oi o LOT 128 STORM LATERALCD TOTAL COVERAGE: 1,353 SF PLOT PLAN Q — SD SD SD� S1 SD SD 9, SW JEAN LOUISE ROADp 42.8 % a SANITARY LATERAL i B i ssS ss PLANT(1) STREET — ss IMPERVIOUS AREA: 1,579 SF 6 16a TREE: 2"CAL. YELLOWWOOD / in CLADRASTIS II _ e o I KENTUCKIA o 0 0 H CITY OF TIGARD 2 POLYGON NORTHWEST (503) 221 -1920 , Approved by Planning PROJECT NO.: 395-029 TYPE: CONSTRUCTION 2 1 W6 Date: I)e SCALE REVIEWED BY: PRE 1 LOT 128 (R-25, STANDARD) ,D D POLYGON AT WEST RIVER TERRACE Initials: Z-2 a ,INCH=20 FEET z 17112 SW JEAN LOUISE ROAD ROSEBURG FRAMING SYSTEM'" �,„ PACIFIC LUMBER COPYRIGHT 2013 qualify engineered wood products for todov5 builder- -""�" / Theseplans and the designs copyrighted under Federal LawFacifle Lumber company 2013. / re-used copied. by Pany To plany,maynotberscopy cor opyrights ,a dLIAIOIC owners hof without writtenpermissionfrom PacificLumber RIGIDLAM-LVL RIGIDRIM- � [-°°' w 'I� II /// Company,which retains than hts to,and ownership of the plans.use it these pians by any other o INSTALL _ product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 1¢OSfaU1A MUST PRODUCTS 1:02:101410;ORM PIIOOUCra ,^.,�,. ,IIIPER DETAIL 16 MATCH copying of these plans,Infringes rights under the copyright Act.Infringes face liabilities that i olude \ aeon To POST neve penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �� �� 40''N*RFPI-Jam- /1-i-; OIST �►� �IIM� II�a1�f�ar � <Q I •/ I)IP DE5/6N NOTES: CONTRACTOR NOTES: 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS -"•^°°° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR _ _ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD °^°^�°^^-"^°°°1 m°°^ 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REPIeLOcccc PANELS MTHeecnmcG NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 rv.rB. ens. 4)USE CAUTION riHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 4op5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12p5f DEAD LOAD SHEAR/NALL-5 SLEEP/N6 AREAS: 3Op5f LIVE LOAD 1 2psf DEAD LOAD ROOFLOADIN6r 25 pef LIVE LOAD 11psf DEAD LOAD I- - -1 WHERE PLATE NAILING AT •RE PLATE NAILING AT SHEARWALL ABOVE SHE•RWALL ABOVE EXCEEDS ONE ROW, EXCE•DS ONE ROW, PATIO PROVIDE BLOCKIN OR WIDER RIM LNIATERIA G PROVIs DOL G OR VAst ARIM MATERIAL PATIO AS RED'D. AS REQ'• WHERE PLATE NAILING AT R1 -1 SHEARWALL ABOVE R1 R1 I1 J9 �1 R1 " J'1 EXCEEDS--- PROVIDE AONE DD'L BLOCKING ' 1 R 1 J9 I I R 1 , OR WIDER RIM MATERIAL AS REDD. --. 11 - in 1 t --_. -- e-- -_ __ o o PL 1 3-252(MAIN) -. J6: _- J f _ _ 25 - = POLYGON 2610A Mrk• Material riidth Depth &rade Qty Gut Lth TOt Lth _ - --- 16- - ----- -9(' - l _- __ _ � R1 OSB Rim 9 1/2 'T i b 1 1 2 --J6=- - ,II JLLB. J 1 RFPI-20 3/4 9 1/2 1 10 10 1 J2 RFPI 20 3/4 9 1/2 2 2 4 ____F_ .- = U U -,.7-I- _,..16--.___-— -36- _ J3 RFPI 20 3/4 9 1/2 1 8 8 5151 O 'N R1I --. J6 - *Rt J5 RFPI-20 3/4 9 1/2 31 28 28 x J6.: - --- 3 N -. -. a: 6 J6 RFPI-20 3/4 9 1/2 15 26 390 - _ __ J6.- - _ ___ _ }6 - ---= Si Ri gIELam LVL 3/4 4 1/2 1.5E 1 18 18 6 6 B2 RigiELam LVL 3/4 9 1/2 1.5E 1 28 28 �. ___. ------- O 0 - J-6----- --- - -- JB 1 BL-KG RFPI-2O 3/4 9 1/2 20 3 50 Jf7+1 rl I J.1 I _ WHERE PLATE NAILING AT +•�-....-- -.- ___a (y ___ -_-- LL Accessories SHEARWALL ABOVE K IL _---1 I 1 H1 ITH01195O-or-ITT9.5 4 EXCEEDS ONE ROW. - __ __-._Jb _... ___-_ __. _.. \ ri -.-..--. - -_...36 -.--- -Q PROVIDE ADD'L BLOCKING 1 2 O 1 4-O' OR WIDER RIM MATERIAL �.. -- -- J5 - - ' ' - - J6= -- ' AS REDO. 6 _ _ J C JB1 Si 51 J31 J9 1 Jti I I I 0 1 JR'1 PORCH i PORCH --°- --- I J1 I, I I $ .11- R � \\R 1 IMPORTANT! � ( J-I REFERENCE INSTALLATION ' Tt1 RU ` GUIDE FOR ALL FRAMING R 1 `START STA - Si "t DETAILS AND I-JOIST INFORMATION - FRAMING FRAMI G HERE PLATE NAILING AT nu gm WHERE PLATE NAILING AT HERE H RE \ EXCEEDS ONE ROW, ''.. SHEARWALL ABOVE m P VIDE ADD'L BLOCKING LEGEND: PROVIDE ADIM BLOCKING ORWIDER RIM MATERIAL pawn umber (H ._-HANGER GALLOUT OR WIDER RIM MATERIAL �/ AS REQ'D. ® =SUPPORTING POST & TRUSS ;.% COMPANY e -POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 2610 A JB -JOIST BLOCKING ®COMMAS neosa,cuuart 0 NON-CONFORMING-REVISE END RESHUMIT CUSTOMER: POLYGON ❑=VA mN"P""`" = PLAN DATED: .1/25/15 J -JOIST GALLOUT ❑ k B -BEAM(FLUSH Ic/JOIST) ns e 1 a EMI.DESIGNER:KAM'BELNOOD AT 11/25/15 WIC =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT n tau "" - AIrE E D .I° __,,, , -„a wR 4..,, PL 1 3-2 5 2 @@O-BEAM BY OTHERS SCALE:1/4'-Y-O” MILBURN. ARCHITECTS CT ENGINEERING INC (MAIN) SHEET: 1 of 1 I n CONFORMS TO DESIGN CONCEPT POLYGON 8 CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A REVISIONS AS SHOWN PL13-251 UP H ❑X CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Ir..--1 CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THS FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE kill THE ❑ NON-CONFORMING—REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM 1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 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 RM1 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 B 1 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1-07-03 ° Fro d BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m 1 J m k Fra _ BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 _-- Y ®FI r it BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I C- 1 -}BM1 alt F07 i I. BM5 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 ° BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 f ° F07 19-05-00 ° . Q BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 I F07 + BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 p_______,, F-;�, I F07 I B M10 26-00-00 7 X 14 BIG BEAM 1 1 o . 13 J < U) Z b 0 • j IBM3 BK1=BLOCKING Q W O ° « F�54 s ° RM1=RIM BOARD 5 Q Z II BM4 ACCESSORIES W0 W I- I ° ° - -- H O QTY TH017140-2 43 a. F- Apt ° ° 11 ©© 1 ( 2 (= I q© -- F04 I� © HUCQ1.81/11 6 U W �� ,2 v ° I F04 1x14 OSB RIM FOR SHEAR BLOCKING 28' 2 �_ ZZ W I' FO2 I I F04 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Z 0 '5 I F04 i1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 0Lu I '.1 I F04 II W W I "'I Is BM3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA -- :15U OJ B W W 0 uJ ( ° � _ ° I ° :'F03° I FLOOR LOADING 40 LL ALU p 2 ,; ° ° ° old ° .m ul 15 DL WOOU � i II F03 f Q 03 19-03-12 1 F03 I ° 1' F03 �f ° iIp ° c. 03° I2 II F02 I------1 i.T, - _ -{w JOIST WITH RIM l ° « W f F11 I F12 II z �p F11 YII F12 0— II mCi i . . . . "I BM9 Pacifiumber H I. F01 "' _�_ _:an 0 & TRUSS COMPANY = RM1 i.