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Plans (84) I 7c-7. e.c . 17/-1, Jpo' nS ,,,2-6/6 — C2J LEGEND: —ss SANITARY SEWER Pacific, SD STORM DRAIN Community Design —w WATER LINE 12564 SW Main StreetOO • MANHOLE Tigard,OR 97223 [T]503-941-9484 f ' I ( I I L ■ CATCH BASIN I DATE: 12/15/2015 0 STREET LIGHT REVISIONS 101 102 103 . STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 260.3 258.0 EROSION CONTROL — _ — _ —I 50.0' _'-- — I _ — _ STREET SECTION, SEE i © CONSTRUCTION DOCUMENTS t 1 1 1 1— — _28.00'_ II _ — —1 I SETBACK SUMMARY II FRONT SETBACK: 12' 0. ,- N I, I SIDE SETBACK: 5' I Y-----, • T- , STREET SIDE SETBACK: 10' 1 , 1 I I 1 REAR SETBACK: 15' 11 i 1 PORCH SETBACK: 8' Ti l i i II I r I i GARAGE SETBACK: 20' Y 5.00' I'' i .. — -.i 1I�-T- 8.00' i I 110 o ; a. i 109 I I i 108 I ' I , N I , 4,550 SF I I BUILDING: 3D i 1 i I o 1 1 FF= 260.74 i II i I I LOT COVERAGE: c.; i 1 1 i GARAGE —� i II , I (1) 1 r—,1 i ; i i LOT AREA: 4,550 SF 0 417 PORCH 1 I ,_ POLYGON AT o `---1 - _� I ---ILL. k- --- J Ti±± .0o_ � +1 I >! BUILDING FOOTPRINT: 1,569 SF WEST RIVER LULU L � I 20.00' 18.50' 20.00' ;I -257.5— pUE ( I L COVERED PORCH: 39 SF TERRACE N — °I 259.3 CANTILEVER LIVING SPACE: 16 SF a '' _ _":7/-E//& (i `� I__ V % I j=SIDEWALK j-- �rp- PLANT (2) STREET _1 ���� 50.0' �:�� � �� N� COVERED PATIO: 0 SF TREE: 2"CAL. ^ �W/ { 1 . ► �1 I „I N KATSURA TREE/ T ,'lick I 1��•7 i�� DECK AREA: 0 SF ul CERCIDIPHYLLUM V ph ! 4 l 7 LOT 109 ` / JAPONICA \\ \ / II �� , TOTAL COVERAGE: 1,624 SF PLOT PLAN WATER METER 116. 11.1. m __ , ,— ` —�- 35.7 % I SANITARY LATERAL SW 174TH LOOP 28.00' \” ' i IMPERVIOUS AREA: 2,323 SF c SD SD SD SD \ Sc STORM LATERAL SD o 4,)h� ( io _ a, ET_ 4.ouriffir r I W /A I I F /II&4 lilb'X' N'arir zAnz &\ tg f. - ,- At, AMiltaWAIW/Y , Frri-7 6WEITOAIT, ' r '5 ini POLYGON NORTHWEST (503) 221 -1920 i e CITY OF TIGARD 2S1W6 Approved by Planning PROJECT NO.: 395-029 TYPE: CONSTRUCTION CNC'9LOT 109 (R-7, LARGE) Date: SCALE REVIEWED BY,. PRE co- POLYGON AT WEST RIVER TERRACE Initials ________-1 1D j1 INCH=20 FEET z 13751 SW 174TH LP I :---t__.�-- 1 + SEB RG FRAMING SYSTEM" --- - PACIFIC LUMBER COPYRIGHT 2014 `.,."." I These plans and the designs are copyrighted under Federal Law b Pacific Lumber Co 0011products(Ot1C1dav builder �a-. ,'I' „' soLoeLxx u. p U P mpany 2014. Rr V L. I L . Q engineeredWOOd The plans may copied,in whole or art,without written permission from Pacific Lumber C rose rsw•ewe p y not be re used or i, .... Company,which retains copyrights to,and ownership of the plans Use of these plans by any other _ - y prohibited Unauthorized use or RK D LAM LVL R�G��I 1 M --ew reseteTw�e:401-,c„ product supplier other than Pacific Lunber Companyis strict) 'Ir/ ' ----- -- ,II arai"t.TTOPOSTTABOVE copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include R�FOAM naoaucfs' xo�wR>:6 Po¢�rvaowcra _�� \�� r •enaltles of •Co.20,000•er wort Infringed,and 100,000 per wort infringed willfully. �' �.IIM . MAY 1 016 R F�flIST F�e. ��° CITY OF TIGARD BUILDING SHEARWALLS DIVISION GONTRAGTORNOTEG DLEI6N NOM& ''''''!"..7.1=-:.'''''''!"..7.1=-:.' 1)VERIFY ALL FRAMING,CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD Rnrra ocesu PANELS rens BEARN6 WALL ABOVE PETAL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) RS T . HIS. /450 4)USE CAUTION WHEN CUTTING L. FOR PLUMBING PLOOR OAPINt 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 1 2psf DEAD LOAD START START TNISL5 A PLACEMENTPL.AN ONLY GLEZPIAPCPAG 30psf LIVE LOAD I FRAMING FRAMING ,- I This layout is to be used in con junction with 12psf DEAD LOAD PATIO I HERE HERE I Architectural/Structural plans.Verify all I I I / II PATIO l shear wall blocking placement and connectors. ilOOfL0,4q/yGt R - -_ - - - - I y prior to y construction f r r approving this 25psf LIVE LOAD _ _ uG IOn, 1 p5f DEAD LOAD _ _ _ _ O p Purchaser responsible fo ....__..:... _._.._._ ._ .p, _...J4 ou an c 1 qi I Ai 111* i - t — J3 J3 ._ J3 ill ii J4 .. --- —J4 — 11i'r J3— — • 3 { -101 III 11 Iii t3 , —J4 Jg111——B i!i ..---J3- i4, __..-. _.... I — _—....—J„1. ...._. -<:, ry ry -'.l —J4 {-I ........ ... _-�'� �3 ... lel _ _—' .—_._ --__,_ _ [Si _14._ ..._ _ _ .1_ .. a 14 RI E R..., ` I.-.t�12r itt- e_el IL K J2 n J2 �V - ________---1:1--,1 --- II c r.. .........- JO - ----J+----1,4----- IT: ...___--. R,1 _tel-i-�4--- f,1 _ _ ----- 11--J1------...._ ... }} : -- --.J4 11 --- - _.........-- I'{�.-J? ---_-- -:....._._.. —11 ,. _ J1—-- -- _________41-11---- - —- I-' J 1 —__... JB1 PORCH II 514 _ • PORCH r R, - - - rI. L I I J /MPORTANT1 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-1 2 1 (MAIN) POLYGON 3D LE6END: Mrk* Materiel Width Depth &rade City Gut Lth Tot Lth � \ R 1 OSB Rim 1 9 1/2 9 lb 1 IWHERE PLATE NAV INC AT (Hac un er Y HANGER GALLOUT J1 RFph20 1 3/4 q 1/2 10 15 150 80 ISHEARIVAi ABOVE EXCEEDS ONE \[♦�/ -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 2 2 4 - MAIN FLOOR JOIST LAYOUT (RO:N,PROVIDE ACD'L BLOCKING OR ® J3 RFPI-20 1 3/4 4 1/2 14 25 392 SCALE: 1/4"-1'-0• WIDER RIM MATERIAL AS REOD. j & TRUSS R U S C. COMPANY POST LOAD ABOVE J4 RFP 1-20 1 3/4 9 1/2 11 12 204 ?7 R -RIMBOARD 31 RigidLam LVL 1 5/4 9 1/2 1.5E 3 12 36 ❑ CONFORMS To D.-31a e'}t Nt_—I LB -LVL BLOCKING B2 RigfdLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ® CONP.S TO DESIGN ANC?WITH5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-4663 .LB -JOIST BLOCKING, JB 1 BLKG,RFPI-20 1 5/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 3D J -JOIST GALLOUT I ,. vin m.o., wnII Accc*aorle! I,gar:rsr.01 NON-C.O R?D•W--REVISE ANDREUBMF CUSTOMER: POLYGON b.!W.:+.srxs Nes MK RsnEED Fa Dry¢u V:WM PLAN DATED: 5/11/14 B -BEAM(FLUSH w/JOIST) H1 I THO1 1950-or-ITT9.5 4 �'� t'y h Tsa aur--r MY AO a.�Rt w_t T:r: rR15.3.tERX,E . 1 :t coax,v-i. In HON -HEADER(BEAM BELOW JOIST) '^ In w mvRs ale or ru'+e n.if w•,.x 2010 P5.15,17DE5I&NER: K.4MIL HENDERSON DATE, BOO-SEAM BY OTHERS ..ne.7.11.: ',.,,Z,,,,..7=4,1.= MA 1,1s z mum a,..kr.. rt.J 1 a.C.IEeS:ae. 4/14/14 W e tkis FAui 1,-a son. R'!: ToddR Eton bit:Stember 16.2014 I MILBRARN' ARCHITECTS CT ENGINEERING INC PL 1 4— 1 2 1 (MAIN) SIfEErs 1 of 1 A POLYGON 3D PL14-121 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE _ Products y 5-00-12 1. RM1 T PlotIDtLength Product Plies Net Qty - RM1 43-00-00 1"x 14"APA Rim Board 1 1 k s RM1 41-00-00 1"x 14"APA Rim Board 1 1 d e k Edi r ,!r' 1[04 1. p • t RM1 37-00-00 1"x 14"APA Rim Board 1 1 , ( t RM1 11-00-00 1"x 14"APA Rim Board 1 1 i a r € g a a RM1 5-00-00 1"x 14"APA Rim Board 1 1 I`, i i i _ i i RM1 4-00-00 1"x 14"APA Rim Board 1 1 ( BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 . ' : t- BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i ', i' o ; P BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 k a BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 . t BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 • �f`, 1 € r I BK1 8-00-00 1.5 RigidLam €� a a E g LVL 1 3/4 x 14 1 1 € r € ( BK1 4-00-00 1.5 RigidLam LVL 1-3 � � � � I � � � 9 /4x14 1 1 o[, L ' ' I I o a BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 _ i e 1l "a - BM3 20-00-00 7 X 14 BIG BEAM 1 1 _•_, ixi _t ° € t ii I r_ [,:m., _ [ _t_ € -,r,„ BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 E � E �'2 , ., " ' �a .-_ £ ;i IBMSI= BM1O 14-00-00 3-1/2 X 14 BIG BEAM 1 1 ! o BM4 JiiI!lJIJIIIL1III A BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I !DA BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 ( 1 1 I ' ". 4 ��; BM9 9-00-00 3-1/2X14BIGBEAMIIIIIIII I ! €_ .E ,.. i BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 r ' 1 ' 'L 1, .,milt BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 I� i t t _ Illoiiill [ BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 �� §;: ffifit FLOOR LOADING 40 L1 121.11=RIM BOARD 15 DL _ r _ f�icliiiiii. ACCESSORIES TY TH017140 2 60 - A k i I< © HUC412 2 1 i. X 14 OSB RIM FOR SHEAR BLOCKING 19' z ngi ' u T2.11111IPJJ © r.I 4, I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN r. ---- - ® —�I 1 pill TO STRUCTURAL PLAN FOR ADDITIONAL IBM21I ;_ Zit „ .� ® ;1€ POST TRANSFER BLOCKING G 4— s f 1 I "1 �" "" AND SHEAR BLOCKING REQUIREMENTS. !HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 45 s !FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA! !WHERE PLATE NAILING AT ISHEARWALL ABOVE EXCEEDS ONE lROW.PROVIDE ADD.BLOCKING OR ' *DER RIM MATERIAL AS RED'D. I o CORFORMS TO DESIGN CONCT JOIST WITH RIM C R:1E0R!5 TO?SIGN CONC-*cr.' (24x36 SHEET) SCALE: 1/4" = 1'-0" REVISIONS AS SHOWN ®/92/40.99.220°rsa` yr 0 WN-CONFORMING-REVISE ANO RSLWMIT O.evswra'w° 'c°""""'•" BC:r w+mr��a::ea m_CEIE:F¢alaOP;w+Fa wicE D"o".�, 9rve"e..00.r." i 110-.^E 1011W vr-r eco 4010 Ee,.3 141 IW T'E Mar-N9E RI KN .00H Pacrfi umber -.:„."-,7.-E PM GY V.Z!E no IN J1Ti.f3 Al F max E T'mar. +ee.usw,„,I '�E FSK:Rg-IC "RTh0111PN Stl.L 9E:77%!01 :tlL•. v. amp.. oerl 9= i k': Tedd E.E9tmA!e:heather 19,2011 & TRUSS COMPANY MILERANIIT ARCHITECTS CT ENGINEERING INC