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Plans (62) /.367 S /251 LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Commtinit_ Desi�wn w WATER LINE 12564 SW Main Street O • MANHOLE Tigard,OR 97223 [T1 503-941-9484 ■ CATCH BASIN DATE: 12/21/2015 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 233.6 230.6 EROSION CONTROL RECEIVED STREET SECTION, SEE – – 46.4' © CONSTRUCTION DOCUMENTS ,„...,.,.,.,.,._..,_,..,._.„,„,„.m– - - \ MAR 092016 " ♦ TRACT M %16.47 ♦ ♦ I SIT GARD INN* � ;s SETBACK SUMMARY BUILDINGDIVISION , r_ _ _ _1 I _ .27.33' \�\ FRONT SETBACK: 12' PATIO \�!A� SIDE SETBACK: 5' 1 STREET SIDE SETBACK: 10' rk, \ 231.3 REAR SETBACK: 15' ' Il�f ♦ I PORCH SETBACK: 8' 1 I 1 I ' ' I}�° j!A GARAGE SETBACK: 20' I. I i i I BUILDING: 5B i I I \ Jr I i i I FF=247.0 11 r,, ,� \ m I I I I I •ii:'j ' \ I I 1 I I •� v° I I 88 I I a i \ 5.00 i 87 $ \ I 1 I i • 5,294 SF ' I _ �j \\ LOT COVERAGE: N 1 1 1 I I II �i Q i I GARAGE 13.64' I , LOT AREA: 5,294 SF POLYGON AT I (I 1 1 I I 6- I I I I 1 I I I I ill $ BUILDING FOOTPRINT: 1,800 SF 1__jj r I — — i_6 1 WEST RIVER W • J I �- � I 1 L'� ' PORCH i Ili' COVERED PORCH: 166 SF TERRACE _ LP II' ,1 D C 20.00' - Ill CANTILEVER LIVING SPACE: 43 SF 3 - 18.00' , < .� – - - - – 12.60' '7°1-414 ;I COVERED PATIO: 0 SF k co 236.6 o SIDEWALK lir 7 I:mjpA �� r4 �N. DECK AREA: 0 SF !ILOT 87 6.00 II TOTAL COVERAGE: 2009 SFi n , I�� PUE IIS r/_ 1 I/�.�N._• I' 234.2 PLOT PLAN M Irmo. c!�i•rblm;E���� I; SI ' 4-s�'�, WATER METER '� ir, J\`"�4 I 37.9 % y _ ss SANITARY LATERAL ` ' PLANT(2) STREET IMPERVIOUS AREA: 2,645 SF E I TRACT U TREES: 2"CAL. KATSURA TREE/ 41 (A)– SSW 175TH LANE a5 STORM LATERALaS --- CERCIDIPHYLLUM aEc w JAPONICA AIMMA. draAk Pll 1rn 2 POLYGON NORTHWEST (503) 221-1920 CIT`f �F TIGARDED i Approv "-1 �y Plannin PROJECT NO.: 395-029 8 2S1 W6 TYPE CONSTRUCTION i LOT 87 (R-7, LARGE) Date: __L.-V..1222_g SCALE REVIEWED BY: PRE 0 POLYGON AT WEST RIVER TERRACE Initials: al Z 13667 SW 175TH LANE 1 INCH=20 FEET I. - W: �- : :- PACIFIC WMBER COPYRIGHT 2014 R05EBURG FRAMING SYSTEM" =..., ---=.-..- quality engineered w-a-a-. ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. REcEivE1Y�St wood AroliuJa bUtYJAf .�..--."w sou e,ocR^.� The plans may not be re-used or copied,In whole orpart,without written permission from Pacific Lumber �` �� ro ausao.a Company,which retains is to,and ownership of the plans.Use of tese plans . :- III wP �hP P p by any other RIGIDLAM-LVL RIGIDRIM' .. Al .srusmrsseneKs product supplier other than Pacific Lumber Company is strictly rue oerw,e.+.ru yprohiblted Unauthorized use or ROROfOD su'.R..suw a aeoeas copying of Chex plans,infringes rights under the Copyright Act.Infringes face Nobilities that include � / / aa.an rorosr ABOVE Penalties of up to 520P00 per work infringed,and$100,000 per worK Infringed willfully. ��IIM! PR 201ERFPfJoIST /•/� ;��`� araRaPoaasrPsuaacrs ?f�� EaCE-{�?qp \16 DIVISION! 7"l L CONTRACTOR NOTES p�6NNOTGSr 1)VERIFY ALL FRAMING�� `� `I '°'°' 2)ALL FOOTINGS PER DES GNERS PLAN DESIGNED TO MEET OR NDMONS THI5 FLOOR SYSTEM S -,.rr...r.' �� ,:�, (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPfaLOGKN6PANELS PM Btewsu WALL unoye POST LOAD TRAN5PlR DOTAL NTS. Kra SCALE: 1/4'-1'-O' (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING BOOR LOAVES& FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS THIS 15APLACEON L7- 0VEI- A5. AD This layout is to be used in con junction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all I I I FRAMING FRAMING I I shear wall blousing placement and connectors, ROOPLOADM6r I I I 9urchaser responsible for approving this 25psf LIVE LOAD PATIO HERE HERE PATIO' ayout prior to any construction. 1-Ipsf DEAD LOAD I I LI - R1 R1 II I RI ......:...:JS f.:__:: ._ .... .....:.:.:.. fi ..::.::::. .4 1 ....::::11 }..... . 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HI J=2 JB2 I I I I IMPORTANT7 REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION PL 14-90(MAIN) J POLYGON SB Paci umber � LE6END: Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth WHERE PLATE NAILING AT ( H T--HANGER GALLOUT 131 RlgidLam LVL 1 9/4 9 1/2 1.5E 1 16 16 SHE:ARWA ®/ LL ABOVE EXCEEDS ONE B2 RIgldLam LVL 1 3/4 9 1/2 1.5E 2 14 28 SUPPORTING P05T 53 RIgldLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ROW,PROVIDE ADDY.BLOCKING OR ® -POST LOAD ABOVE R 1 056 Rim 1 9 1/2 9 16 1 44 WIDER RIM MATERIAL AS REQV. & TRUSS COMPANY J1 RFPI-20 1 3/4 9 1/2 1 3 12 1 56 t'ONEORMS TO DESDI CON�PT R -RIMBOARD J2 RFPI-20 1 3/4 9 1/2 12 20 240 r 5930 JEAN ROAD LAKE OSWEGO,OREGON 9/035 (503)555-9553 LB -LVL BLOCKING J3 RFPI-20 1 3/4 9 1/2 2 2 4 ® MNFOR.MS TO DESIGN CC-NE-PT WITH J4 RFPI-20 1 3/4 1 1/2 3 14 42 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER 56 .. -JOIST BLOCKING . J5 To neaen''''''T J5 RFPI-20 1 3/4 9 1/2 13 30 390 ccu.045TOs>wnce.:aorrrcra ❑ NDN-�,AHFGth11'J,. REVISE AND RESUP.F1iT G15TOMER: - POLYGON J -JOIST CALLOUT J51 BLKGRFPI-20 - 1 3/4 9 1/2 25 3 15 .meune xono tir:saaMEM,H,y_eL-E ,yp rr,R c_t:.0 esa:a JB2 BLKG 1.T 5 LVL 1 3/4 9 1/2 1.5E 6 3 1 8 ❑no,eonmwnw mm�n axm w n ilio 1 a RR con r MY Aw mn,a .c,rM-IE' PLAN DATED: 2/25/14 B -BEAM(FLUSH w/JOIST) Z a J rrr x sc�nE,r:�R a,�s awx II +. este eAs a Rn stc:9uTtEes =M:C MyE r.=sRry DESIGNER KAM/L HENDERSON DATE 5/25/14 HDR -HEADER(BEAM BELOW JOIST) Accessories a .�Q.mg.O E OPER r.;ls.zro IW-d7.14. CCOO TOR xk;-MIR'u.-IRr<.;x, BOO-BEAM BY OTHERS H1 I THO1-1950-or-ITT.1.5 4 RAW r� DA. Wan. Isis Todd R.Eaton Too:Tetwe:09.2004 d .MILERANDI ARCHITECTS CT ENGINEERING INC PL 1 4—90 (MAIN) SHEET: 1 of 1 • 1 POLYGON 5B PL14-90UP 729/2014 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 MERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 'Rr:4'1 4y I I' 1 I RM1 10-00-00 1"x 14"APA Rim Board 1 1 /Irl 4 RM1 8-00-00 1"x 14"APA Rim Board 1 1 t ,,�,+ 111 H ; RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 HI ! ill ! i ! L BM7 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 1 ' 11 ; 1 It . ; li : iiiil 11 IIIIIIII ; BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1 " 11; WiMil 21WHIL r opt t '1` BM1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �t� R 0 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 y,y I �- L1i� BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 i I u.g o o i o I �� I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 {{ i BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = � i BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11111,11 • ' 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 ®�_ �� �e e 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1.— . t— — — i BM11 4-00-00 BBO2 1 1 e, � [ a,B f774 1 i eui=Eu.oaar� FLOOR LL DINI' 1'"`_ '�' _ ! !II?, gg �, ::-. ROO_REM BOARD illirlill p 5 O' F `. 15 DL III' i 1L.1111 I o ACCESSORIES QTY g A TH017140-2 21 1 e ITT14 3 4 i 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' _ c HUCQ412 1 � �( L'7.. : 11:aI `.' I ' toi l; 1 * ; ; ` I ' l : ii I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN {r,11 t1. REFER TO STRUCTURAL PLAN FOR ADDITIONAL ANSFER BLOCKING 'rt-gam- tl fl' - AND SHEEAR OST BLOOCK NG REQUIREMENTS. p I —s. ,it, , I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I SHEARWALL ABOVE EXCEEDS ONE _ — i —at I _- _ �._ e,_ _ _ _ — WHERE PLATE NAILING AT (FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA! ii ® u`= _ ®... m O 1BM51 ^A,' �w WIDER RIM MATERIAL AS REO'D.OR ' M1 - 1 I -I ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM tEl CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®caewMero m'''" I 0 NON-CONFORM:NG-REVISE AND RESUBMIT 0M"" �m46N0Klrt I R"u-BNP NEM!Vd eEEN(C'i7tE.Fe?.fFYr-l'{Y3C!61NCE 0 ore..............-N ew � R"R T[ is ifst NFT%/:E.p;T VERIFVE LL pacfi umber (24x36 SHEET) SCALE: 1/4" = 1'-0" ps I iR;YENK4 cf=Esw�Ee:r ce a�FxnvrE .� ����� ru;..�"'"�' �:w����REUriC4:l4�u,F�,::�R,�moan _ wu:7e Ian Ni o a VERY N_Stamm ry: Todd ET d e.Lem rotes...1/.mi. MIIRRANIT ARCHITECTS I CT ENGINEERING INC & T R U S S C O M P A N Y POLYGON SB P114-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. 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 1 START FRARIING HERE ) RM1 40-00-00 1"x 14"APA Rim Board 1 1 -m1 o—;.i I , RMI 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 Board1 2 RMI 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL L N U. = $', BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ;' 3 .t- J I, BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 I i- _� 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 (1,2„4, o o BK1 17-00-00 155.511 .5 RigidLam LVL 1-3/4 x 14 1 1 __ " ( _. a � ®, BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 I`�' -mu L]u,' �I ; at BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o of •a r BK1 10-00-00 1.5 Ri IdLam LVL 1-3/4 x 14 1 1 n i I BKI 9-00-00 1.5 R gidLam LVL 1-3/4 x 14 1 1 ""�s«g ,i =- 4_ BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 3 a II, BM5 9-00-00 3-1/2 X 1.4 BIG BEAM 1 2 tr��" 1I�i•R BM6 7-00 00 3-1/2 X 14 BIG BEAM 1 1 - [o BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 ( �9 �. BM11 4-00-00 BBO2 1 1 .— VAI _° ; : K_ _ iBM51 a I FLOOR LOADING .a S.3 a : e y .r— — — — _ — JAI �-+` BKI—BLOOaNG a _�_ _ +!L �6R 7,-c RM1 1S :R� w0 �i _ � ��- —� 15 DL 1 .t1111.1 1 II 1111 (I mielmmis g.. .., II a o TH017104Ch25 QTS t p 0 I7T14 3 u ii 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' r...., o; ti t"9 crt .;,. I, 1 ' :'..---. " 11 S o I a © HUCQ4121 'i '� e ( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLANLING AT l� mREFER TO STRUCTURAL PLAN FOR ADDITIONAL � -a-y., I POST TRANSFER.BLOCKINGAND SHEAR BLOCKING REQUIREMENTS.11 2 ti il ,�eO�,,� — I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I —=—IgoI I 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA t'NL�'y 0 U---- �— --._ I SHEARWALL ABOVWHERE PLATE IE EXCEEDS ONE — _ MI ROW,PROVIDE ADD'L BLOCKING OR I WIDER RIM MATERIAL AS REDO. ❑ COIAFORMSTO DESIGN CONCEPT JOIST WITH RIM Z CONFORMS TO DESIGN CONCEPT WITH ®un�Fa..ssrooFsx,u co"corREVISIONS AS SHOWN ISR "��,q,r ' 0 NON-CONFORMING-REVISE AND RESUEMIT (24x36 SHEET) SCALE: 1 4 = 1'-0" I Txt9 SW roc NE BEM nark:CIA SODA EASMIAME " ,or,m....Tkr.or.-REv"ELrrrx. " F'.TNTE.:rMGM IY,CFMIFT Pacifi umber araaae� OE MlG m arm OF antraTCMM ii+..F MCCYAMF 1CIX ET _ CMRCi maws CH SRESIFi::STIFC.U:C?HIRIF K�RE PRIIRT „m wawa OMR CMS Tip'CRACK'S. W,Bi.N EOR WALL WP.:FT Al CROSIERS I h. Inca. hh ,/./u4' IA ;odd R.EWA Cau:amts 19 2E14 8c'. TR U S S COMPANY I MILBRANDT ARCHITECTS ' CT ENGINEERING INC