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Permit
a CITY OF TIGARD MASTER PERMIT x. 'qµ COMMUNITY DEVELOPMENT Permit #: MST2010 00018 T 1 G ARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 02/24/2010 Parcel: 2S109AB12300 Jurisdiction: Tigard Site address: 14248 SW ALPINE CREST WAY Subdivision: ALPINE VIEW Lot: 4 Project: Alpine View Project Description: New SF BUILDING Floor Areas Required Setbacks Required Stories: 2 Bedrooms: 4 First: 979 sf Basement: 0 sf Left: 5 Parking Spaces: 0 Height: 27.5 Bathrooms: 3 Second: 1205 sf Garage: 434 sf Front: 15 Smoke Dwelling Units: 1 Third: 0 sf Right: 5 Detectors: Yes Total: sf Value: $245,871 78 Rear: 15 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 1 Rain Drain: 1 Catch Basins: 0 Lavatories: 5 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Other Fixtures: 0 Tubs /Showers: 3 Garbage Disp: 1 Water Heaters: 1 Water Lines: 100 Drains: 0 Bckflw Prevntr: 0 MECHANICAL Fuel Types Air Conditioning: Y Vent Fans: 5 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Fum <100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 4 Fum > =100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 1 0 -200 amp: 0 0 -200 amp: 0 W/ Svc or Fdr: 0 Ea add'I 500 sf: 4 20 1 -400 amp: 0 201 -400 amp: 0 1st W/O Svc/Fdr: Limited Energy: 401 -600 amp: 0 401 -600 amp: 0 Ea add'I Br Cir 601 -1000 amp: 0 601 +amp- 1000v: 0 1000 +amp /volt: 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other: N Other Description: Ecompasing: Y BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: Owner: Contractor: Required Items and Reports (Conditions) COLUMBIA RIVER BANK WEST HILLS DEVELOPMENT 1 MST Ersn Cntrl 503- 681 -4444 17800 SE MILL PLAIN BLVD #100 735 SW 158TH AVE VANCOUVER, WA 98683 BEAVERTON, OR 97006 PHONE: PHONE: 503- 641 -7342 FAX: 503 - 641 -7661 Total Fees: $11,531.27 This permit is • subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done ' accordance wi approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon I -. - •uires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 -i 01 -0010 through OAR • . -001 -0 •4. You may obtain a copy of the rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. Issue. By: 0 ' Permittee Signature: K 'Building Permit Application R ECP /VF 0 o tnr r m e FOR OFFICE US � ONLY Received Clty of Tlgard Dat By P. j G j -� Permit No.. /p '?J p Ilp .. a 13125 SW Hall Blvd.. Tigard. 0 - Plan pateB Revie �� 2Q 2010 Cr um =� , as Q —e, CC / G - Phone: 503.639.4171 Fax: 503.598.19 0 0 �� pate Rea' �" n © See Page 2 For Inspection Line: 503.639.417IC/7 ( 1 TIGARD Notified-D O` . jurist Supplemental Information `fIGF R Internet: w�ww.tigard- or.goBUiLDIki p GAhD I!lSiQ 9 TYPE OF WORK REQUIRED DATA: 1- D 2- FAMILY DWELLING Q New construction ❑ Demolition Permit fees* are based on the value of the work performed. indicate the value (rounded to the nearest dollar) of all ❑ Addition /alteration %replacement ❑ Other: equipment, materials, labor, overhead. and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. © 1- and 2- family dwelling ❑ Commercial /industrial Valuation �9 51S11.78 ❑ Accessory building ❑ Multi- family Number of bedrooms: 4 ❑ Master builder ❑ Other: Number of bathrooms: 3 JOB SITE INFORMATION AND LOCATION Total number of floors: 2 Job site address: 14248 S.W. ALPINE CREST WAY New dwelling area: 2184 square feet City/State/ZIP: TIGARD, OR. 97224 Garage /carport area: 434 square feet Suite /bldg. /apt. no.: I I'roject name: Covered porch area: 98 square feet Cross street/directions to job site: Deck area: aGc square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Plan No.: 2155 ALAMEDA AMERICAN Permit fees* are based on the value of the work performed. Subdivision: ALPINE ViEW Lot no.: 4 Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor. overhead, and the profit for the Tax map /parcel no.: work indicated on this application. DESCRIPTION OF WORK Valuation NEW CONSTRUCTION Existing building area: square feet New dwelling area: square feet Number of stories: a Q PROPERTY OWNER ( Q TENANT Type of construction: V Name: WEST HILLS DEVELOPMENT Occupancy groups: 2- 2 Address: 735 SW 158th AVE Existing: City/State/ZIP: BEAVERTON, OR. 974006 New: Q 7 .5 ki 0 1 b LA- Phone: ( 503) 641 -7342 Fax: ( 503) 641 -7661 NOTICE Q APPLICANT Q CONTACT PERSON All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board Business name: '♦'EST HILLS DEVELOPMENT under ORS 701 and may he required to be licensed in the Contact name: STEVE POLLARD jurisdiction in which work is being performed. If the applicant is exempt from licensing, the tbllowing reasons Address: 735 SW 158th AVE apply: City /State /"LIP: BEAVERTON, OR. 974006 kk -k r a oa l t4-Lj A Phone: (503) 726 -7()41 I Fax: ( 503 ) 641 -7661 (O(^-it 1/ 0 041'41. }"i E - mail: spollard @arborhomes.com CONTRACTOR BUILDING PERMIT FEES* Business name: WEST HILLS DEVELOPMENT Please refer to fee schedule Address: 735 SW 158th AVE Structural plan review fee (or deposit): City/State/ZIP: BEAVERTON, OR. 974006 FLS plan review fee (if applicable): Phone: ( 503) 6 -7342 ( 503) 641 -7661 Total fees due upon application: � CCB lie: 1048. Amount Received: /i + Authorized This permit application expires if a permit is not obtained 46 / signature: l i� = • within 180 days after it has been accepted as complete. int name: STE\ - POI, A ' D r I Date: 1/21/2010 I * Fee methodology set by Tri- County Building industry Service Board. , permits `BUP- RESPennit.App.doc 11/6/07 440 4613T111/02/COM /WEB) r ' Electrical Permit Application � ' _ ` ;' X i oR.cirr e u Ai �O L � A of f(Jj ..:'ib City oI 1. F '".`� 1 : g 1 � ) 1 l s 3 c A /0 0. / t'c:mnNi r • � /��,� ...„,,„,/$ t'1 � { { L' � L 1 0 � Ase q 13 1'_5 S\\' 11;11 Blvd., Tiearil OR 0 `97222 -` ' 1 _ /yf on,. ra,m D / et 0 — ac of 7 - � 111 r , Phone: 503639.4171 Fax: 503.59 • 0 q w^ 0 201 1 © sh_ra a r• °r MR , 9 : Ailtm hlS = Cl l On L' I I I C CO" O �7 • I 1 7 5 I I $upldcmemal Information Internet: \vw33.tlord- or.L).0' • ,''''��_ /, TYPE OF WORkI f UI I IGARD PLAN REVIEW t2 412LV consnuct)nn ❑ Addition /alteralionfrep 1)1VISION Please check all that apply (submit 2 sets of plan w'ltenls checked I: ❑ Scn•iee nr fccder 400 amp,. ❑ Hazardous Incao ns IN Demolition ❑ Other. or erne where t he available ❑ scrvlcG fccdcl 6nn mops ur more CATEGORY OF CONSTRUCTION 6,,11t current exceeds ❑ nodding over throe slot ts 10.000 amps al 150 volts or ❑ Alnrinas and bnatpard; P 1 and 2 family dwelling ❑ Commercial /industrial ❑ Accessory building le.:: to wound, m e.;:eedf. ❑ Floating buildings 11,000 amps for all other ❑ Commercial - ,l o agricultural ❑ Multi- family ❑ Master builder ❑ Other: installation:, buildings JOB SITE INFORMATION AND LOCATION ❑ Inslalhuim, 01 h:VA rat larger ❑ bite pomp :lcparmmlr derived e ■sian Joh no.: Job address. 14248 S.W. ALPINE CREST WAY ❑ 6mer pricy system ❑ ..A"."1771-2"."1-3" ^I.2 "(?•' occumancy ❑ Addition of new 'norm C'ity Siate:'Zll TIGARD, OR. 97224 load or 'Quill' or more ❑ Recreational vehicle parks S uiterhlda.Upl. no.: Project nante: ❑ six in more residential units ❑ Supply volume for mote than ii Health-cal e facilities 600 volts umuolal Cross street/directions to job site: FEE SCHEDULE Description 1 Qty. 1 Fee Total ^ S t:bdivision: .ALPINE VIE \% I Lot 170,: 4 sass rreidaniol single- or murli•famlly dwelling unit. Inrlude, attached enrage. Tax map/parcel rho.: 1 ,00(3 eq. ti ,or Ices 108.51 1(G Si 4 DESCRIPTION OF WORK h:r, add'l 500 et] It to portion - 3 . a 9Z t2f i � Limited energy, residential NEW CONSTRUCTION ( with ah0,0 sq. ti) 1 (7a r ' �1 b7 U 1 2 Limited energy. molt,. family 75.0)1 residential l with above sit. 0.l I PROPERTY OWNER 0 TENANT Services or feeders installation, ulterution, and /or relocation Name. WEST HILLS DEVELOI'9IENT 20) amps or less 80.10 I 2 Address: 735 SW 158th AVE 2111 ones to 400 ;ones 106.85 401 amps to 600 amps 160 60 2 City: /State Z.11' BEAVERTON, OR. 97006 (UI mops to I.0011 amps 240 GU Phone: 3 503 i 641 -7342 Fax: ( 503 ) 641 -7661 Over 1,000 apps or rolls 454.65 2 oo n1r ins ullntion: 111e losmlhmmon is beer mac on residential or IJ1111 Ploperly awned by me rat ., Inhmh,n 01 'ICnlpjrriry services or feeters'IlSta Illltlnn,Ullertltlnti,)ind /ur r eloor1Ii0U ram immediate f1nu0y. 1 his pi °petty is not imendca for 541e, cchan,te or rent (014S ;76.5.0(11 and ' 560(1) 200 amps or less 66 85 2 Owner signature: Dale. 201 amps to 4(10 amps 100 20 2 © APPLICANT I 0 CONTACT PERSON •7111 amps to 599 nines 133 75 Business Name: WEST HILLS DEVELOI'I\1ENT Br.incli circuits - new. alteration. or extension, per panel Contact Ntune• STE \'E poi al A 1 11 nr hl ncnroa °1.,,,10 above sued.. in leech, trc 6.65 - caeh branch cuc Address'. 735 SW 158th AVE (3. pee for nranehcucult: ,rithnut service in feeder 41,.05 2 Cioy'StateZIP: BEA\'ERTON, OR. 97006 fee, firs) blanch Coro t) finch add't hunch circuit 6.65 Phone: 1 503 i 726- 7041 Fax: ( 503 ) 641 -7661 AliseeIlarnmjils ( service ur feeder not included ) E -mail: spollard arborhpmes.com Each nlunufacttu ur modular 9090 CONTRACTOR dw•clhug, service. and / or feeder 0 ccormect only (6.05 1 Business Name: GARNER ELECTRIC: Ihnnp or nrigollon circle 52 10 .. Address: 2920 S.E.BROOKWOOL) VE. sign 01 outline 57 .10 2 City /Statc/Z[P: I IILLSIIORO. OR. 97123 Signal pan el, al tr,a or binned- ) enr: panel, alhou, or Page - Phone: ( 503) 648 -4552 Fax: l 2_ r, nsi °n nae:a,r ( 503 642 -7) Each additional inspection over allowpble in any of the above CCB Lic.: 121159 Electrical Lic.: 34-305C Suprv. Lie.: per insp«fion (2.56 Invesitgarron per 11011111 hr mint 62.50 Suprv. filccn"IL:nin / Induslrinl plant per hour 1:3.15 signature. required: ELECTRICAL PERMIT FEES Print name: (: 11CIC'GARNEIt ' Date: 1/21/201( Subtotal _5a.0 Plan review (25% of permit foe) Authnri7ed Silmanlre: / St surcharge (] 2 of permit fee) 1 . ( Print name S •1I'. ' E 1'O ,1 ARD Date: (/21/2010 'this permit application capires lin permit 7s ram obtained within 1811 drips idler it has been nerepted 05 complete. I' dI,oLIu ,g3I'en l'onoitApp do, 05:27.0) 440.40 15T(11/05/COM ^NEB) • l :umber rat Ir:p 01011yalh,vtd pa perms +r 7 r F"� � a r ,,cz^ ,,,.... .-. -- rx 'z 5 � 4k' o f 1 ra'fl Mechanical Permit Application ; t *;,Nt,5 ,4 i azh .A..:r1�E use oN � y via *,E ,t it g Ilttri,et1 N —a $ x t ., .z�s�a I 2... to � Pamir tin D � - Q� l , � . City Of Ti C V nagm k t''r, 25 R + �. 1`lanlltrtcH aelrl , �Y 0 13 l _.5 S W l dal I 1 • „ Ai _r . ; 7 Punta: e o�oro cop/ 1 503.598.1960 Dale /fly 4 >: Pho 5(13.639.4 I' I Pats: Novi Ite,d>nh © see Page 2 r1,1 _ x1 { �p ®" hrtrs inspection Lille: 50REBi 105 B 2010 Dale t eadyl hod - Supplentrnal inlunn:nnm I ssv or.gm' Pel9l�Nu COMMERCIAL FEE SCHEDULE - USE CHECKLIST ri/ di 11V V yid Q New construction L_1J Addtlwn;a lern0ott re lace Mechanical permit tars' are based on the value of the work performed, Indicate the value (rounded to the nearest dollar) of all mechanical ❑ Demolition ❑ Other: materials, equipment. labor, overhead, and profit CATEGORY OF CONSTRUCTION Value $ ❑ I - and 2-family dssclling ❑ Commcrcinl /industrial ❑ Accessory building RESIDENTIAL EQUIPMENT f SYSTEMS TEES ❑ Nlulti- family ❑ Master builder ❑ Other: For sjrccial inforination rise checklist. JOB SITE INFORMATION AND LOCATION Description I Qty. 1 Ea. ' Total Ideating /cooling Jobsiteaddress: 14248 S.W. ALPIN CREST WAY Air conditioner or heat pump x Citv!Statc /ZIP: TIGARD, OR. 97224 (requires site plan sho wirlrt placement) I 9(,.75 zj( Suite/bldg./apt-mu.: Project name: Furnace 100.0)01(11! (ducr;ivents) J '(,, 75 9( 75 Furnace 100.000 -- B 111 (ducts /vents) 1790 Cross strect'direetions tojoh site: Gas heal pump la 00 Duct wort: 10.00 1lvdrnnic lior slater system 14,00 kesidential boiler (radiator or hvdronic) 14 00 Unit heaters (fuel -type, not electric), 14.00 Subdivision: ALPINE VIEW Lot no.: 4 in -wall. in -duct, suspended. etc. erccl Flue /vent for any of atx've 6.80 I :u ma 6.80 P'p no.: Other: 10 00 DESCRIPTION OF WORK ether furl n ppli:mccs NEW CONSTRUCTION Water heater — T - 1 32. 5.32. Gas fireplace _ 1 33 35 Flue vent for water heater or pas fireplace 10.00 Lo_ Tighter (gas) (1) 00 Wood /pellet stove i 1) 00 EI PROPERTY OWNER 0 TENANT 11'ondlireplacehnsen 10.01) Name: WEST DILLS DEVELOPMENT Chimne /liner /flue,Vent 1000 Address: 735 SW 15810 AVE Other: I(1.4(I Environmental exhaust and ventilation City/Slate/ZIP: IBE AVERTON, OR. 97006 Range hood /other kitchen equipment — 1 - 733.yi 33.E ('hone: ( 503 ) 641 -7342 Fax: ( 503 ) 641 -7661 Clothes dryer exhaust 1 33.30 33.30. OO APPLICANT ID CONTACT PERSON Single -duct exhaust (bathrooms. toilet compartments, utility momsl 5' ;5.3z (16,1.6 Business Name: WEST HILLS DEVELOPMENT Auic /erawlspace fans _ 10.00 Contact Name: STEVE POLLARD Other: 10.00 Address: 735 SW 15810 AVE piping ($5.40 for first four: S1.00 for each additional Furnace. etc. I ) City :Siatei7IP: BEAVERTON, OR. 97006 Gas heat pump Phone: ( 503 ) 726- 7041 Fax: ( 503 ) 641 -7661 Wall /suspcndedrunit hearer E -mail: spollard1 arborhomes.com Water heater 1 CONTRACTOR Fireplace j Range ( Business Name: P1'1R.41hIII) HEATING ANT) COOJ.ING I)arbecuc Address: PO BOX 1502 Clothes dryer (eus) City /State /ZIP: SANDY, OR- 97055 Other: MECHANICAL PERMIT FEES ('hone: ( 503 ) 786 -9522 Pas: ( 503 1 786 -3432 2� 7,7 Subtotal S J-1 GCB lie.: 9382 City or metro lie.: Minimum pemut fee (572.50) • A tit ltnrizctl Plan 1Ciit+w (25' ofpenu11 fee) 5 sienaturr: CvtMv . `7` State surcharge (12% of permit fee) S'' I Print name: 7 i Date. 1/21/2111(1 TOTAL PERNIITFIE nJ8••4{(o 11,i, permit nppliratiun spires it a permit is nor obtained nithin IRlr I'' tluildint'lPcnnris,■ tl C -I'cr mil App doe 0 U) 9/07 .1 ,. 1 1 U-''COsl/tl'f h 1 days olio it has been accepted ns rnmptcte. • Fee methodology set by To-County Building Industry Service Board �' y ° n �, � s. ,ter a � � r- r .� s.stxz , -s a l y,,. _, Plumbing Permit Appli EnrgiVEI � t R ";��Rt©fr►ct;Jl�s>voNL�r�, �Yt. , Y�aII a _&`s�6 au � .ast ,Y, c mat _. ...: �r1 ax t r.�: Li M. � .;,. , f (Z P erini No 1 City of Tigard n�n.:n, - to yr : /O — er e /S O I ne 25 5t1' : 503 Hill] 131vd.,'I'i�1 [I 4171 Fax: 5(135 1® n10 ItarsIec•:le °the: vernal ccwQAci /D ^OOO/ Dattlig ne b0 xrt ^Ira Pho Dale Ro,yr)1) ' 11 See Pegs 2 1•ni R , ?1 3 TIGA ,,,,i, Supplonc .t a Inspection Line: 503 �® ra leuiud mal Inl rmriion 1 Internet: w�ww.0. t r a �t9' .DING Di II ION TYPE OF WORK FEE' SCHEDULE RI New construction ❑ Demolition For special ii forrnariaa u.re eheeAlirt ❑ Addition /alteration /replacement ❑ Other: Description ( Qty Ga Total New 1 -2 funiily dwellings (includes 10011. lox each utility connection) CATEGORY OF CONSTRUCTION SFR (1) bath 249 20 MI 1- and 2- family dwelling ❑ Confmcrcialrindustrial SFR (2) bath 350 00 ❑ Accessory building ❑ Multi- family SFR (3) bath I 5 f ..n Each additional bath /kitchen 45.00 ❑ Muster builder ❑ O ther: Fri apitukler (ii sq.0 -1 Pape? JOB SITE INFORMATION AND LOCATION Site utilities lob site address: 14248 S.W. ALPINE CREST WAY Catch basin of ilea drain 1660 City /StatefZLP: T IGARD, OR. 97224 Drvwell, leach lint•. or trench drain 16.60 Suitc;hldg. /apt.no.: Project name: Pontine drain (nu. linear 11 . ) Page 2 hlunufactured home utilities 110.01) Cross street/directions to job site: Manholes 16.60 Rain dram connector 16 60 Sanitary sewer (no. linear 0.: 1 Page 2 Sion) .ewer (no. linear )i:: _.1 Page 2 Watcrservice (no. linc:u a Page 2 Subdivision: ALPINE VIEW Lot no.: 4 Fivhlrr or item Tax mop /parcel no.: Ahsorptiion valve 16 60 DESCRIPTION OF WORK Buckilow pteventer Page 2 NEW CONSTRUCTION Backwater valve (660 Clothes hasher ' 16 60 Dishwasher I 1 6.60 • Drinking IitUntain 16.60 D PROPERTY OWNER l 0 TENANT Eiectors/sump 16 60 Nance: WEST HILLS DEVELOPMENT Expansidn tank 16.60 Fixture/ sewer cap 16 60 .Address: 735 SW 1581h AVE Flom drainIlloor sink/hub 16.60 Ciry /Stute!Z.IP: BEAVERTON. OR. 97006 Garbage disposal 1 16.60 Phone: ( 503 ) 641 -7342 Fax: ( 503 ) 641 -7661 Hose bib Z 16.60 0 APPLICANT 0 CONTACT PERSON Ire maker 1 (6.60 Interceptor./grease trap 16.60 Business Name: WEST HILLS DEVELOPNIEN7' Alcdic:d.eas (value S ) - Pape 2 Contact Name: STEVE POLLARD Primer 16.60 Address: 735 SW 158th AVE Roof drain (commercial) 16.60 City/State/ZIP: BEAVERTON, OR. 97006 Sink.ba infhnaiur I6.6)) Tub /shower /shower pan 3 16 60 Phone: ( 503 ) 726 -7041 Fax: ( 503 ) 641 -7661 Urinal 16.6(1 _ F-mail: spollard@arborhomes.com Water closet 3 (6.60 CONTRACTOR \Vaier heater 1 16 60 Business Name: DEVELOPMENT NORTHWEST (WOLCOT7• PLUMBING) Other - Subtotal 566 -32 .Address: 1075 W. HISTORIC COL1)M1BIA RIVER IIIGIIWAV nlmlmum permit fee: 57250 City/State/ZIP: TROUTDALE'. OR. 97060 Residential backflwv minimum permm fee. $36.25 Phone: (503) 667 -1781 Fax: t 5031 667 -9891 Plan review (25'16 1)1 Cflflht 6e) $ C'CI3 tic.: 112220 Plutnhine Lie. no.: 26 - 824 PB State surcharge (12% of permit fee) $40.6 Authorized r TOTAL. I'ER FEE `•'100 .(4) ( fin / IN." / 0 'I his permit application expires it a permit is not obtained Within signature: v` I An dins allei it has been accepted as complete Print name: GARY LIPPOLD 1 Date: 1/21/2(11(1 ' Fe•: mrthddrdoev set by 1 u- County Dividing Indusuy Sesice FILM .1 1'nuirding;Prnnitr.P1. 5I.l'omii App. do•r 12.]7/0t, 4.10.1 1.1 110'0:•CONIAVEJt ■ Cali _ ....... 1 Lii = R r/FIVED i <z- _ 00 .......ik. I BU DIVISION < I 11113.-‘12C)OCAC II-Y 1 .) 1 4 113: TIGARD - 12 ar , 1- t,..., I 1 .4.,,,z_ „ EXISTING GRADES 23 ..S •-r (. . 38 IT ■' PAMIN 32.-r I MT' • I 95.00 — (A N ish._ ' ` . .1111111111. • a - i 11 OCK LA DSCAPE WALLS I '‘I ' .1 ". , ..s I.' '',,. • : . . ' -:::::.-:-::::-:.:-:.:.:.:.:.:.:- :.:.:.:.:::.:.:::.:.:.:-:-:-:-:-:-:.:.:.:.:.:- . -- eri ..... ....I A, •" ............ ......................... I SEWER r < I—I • '• ..- ' • ' P' -, :.:$, ) 7.,.'.:.- .. • m --1 )1, m , C ,- , • -:.: . . .1 ,- • .:.:-:-:.: ::: :::.,,..T.t,;.::::::::::::::::::: 70 .. Op (A A — I • -: rl I li al :::""" II 28'-r = 53- a . :-:).:31) • co . . i.: 1 . Eg :: : :•: : 7 1 (P'D ::•.: -•..: .: .. .: -. .: : .: -: -: .: .: .: -: .: .: .: .: . : . : . .:• °6f-T1 (1115. ' • 2241 )). .'4166111111111141.41111,. ..- I ROSION - - ..< ' '..; r il 42.'l I • V PV* L GRADE . AI" .....L._• ADE 111APA I FENCING 553 mi • imi WATER METER ., , •. 95.00' ilb■ .. .. — 1 E OF NEW HODS -- I 1 3 1 -, SITE PLAN DRAIN 01/11/10 SHG ALPINE VIEW Contractor is responsible to check SITUATED IN THE N.E. 1/4 OF SECTION 9, TOWNSHIP site plans and notify designer of any 2-SOUTH, RANGE 1-WEST OF THE WILLAMETTE MERIDIAN errors or omissions prior to start of CITY OF TIGARD, WASHINGTON COUNTY, OREGON construction. Also plans and specifications shall be approved by 14248 S.W. ALPINE CREST WAY local building authorities prior or 4,750 SQ. FT. start of construction. LOT 4 WEST HILLS SETBACK REQUIREMENTS: G) REAR YARD: 15 (FROM PL) DEVELOPMENT, INC. FRONT (HOUSE): 15' (FROM PL.) FRONT (PORCH): R 15' (FROM PL.) FRONT (ARAGE): 20' (FROM PL.) SCALE 735 SW 158th Ave. STREET SIDE: 10' FROM PL) BEAVERTON, OR 97006 SIDE: 5' (FROM PL) 1 "=20' • CITY OF TIGARD - SITE PLAN REVJEW BUILDING PERMIT NO.: 1`'tr 1p "mil 0 PLANNING DIVISION: Required Setb ks: as Approved ❑ Not Approved Side: Street Side: Front. / G rage. Rear: /-5" Visuat Clearance: [ j'; d 0 Not Approved Maximum Building Heigk �`�. feet CWS Service Provider Letter Reyi:i:;::j fl Yes ❑ No ❑ R ceived 13} � ,f Q �f Date: d 1pl1 ENGINEERING TMENT: Actual Slo := Approved ❑ Not Approved Site P : pproved ❑ of Approved By: Date: Z 60 Notes: /aw11 -t-rl— ptt� CITY Of TIGARD- SITE PLAN AVOW BUILDING I RMIT NO: Street Trees: Approved ❑ Not Protected Trees: Approved ❑ N t Approved By: T Ajf Date: f Notes: / Oregon Residential Specialty Code 8318.2 MOISTURE CONTENT ACKNOWLEDGEMENT FORM I, �K P�o� ��� am )4 E S , am the general contractor or the owner- builder at the following address: Site Address: I LI z_LIB s p piAt . E.e-g �` City: Permit #: Subdivision/Lot #: Y\\'/r1€ F and/or Map and Tax Lot #: To conform with the 2008 Oregon Residential Specialty Code (ORSC), Section R318.2 and OAR 918- 480 -0140, I am notifying the building official that I am aware of the moisture content Requirement of ORSC Section R318.2 and have taken steps to meet this code requirement. [Section R318.2 is provided for reference]. R318.2 Moisture Content: Prior to the installation of interior finishes, the building official shall be notified in writing by the general contractor that all moisture - sensitive wood framing members used in construction have a moisture content of not more than 19 percent by dry weight of dry framing members. Signature: _`> 411■ Date Ge�`��'•ntractor or Owne ilder l: \Building\ Form \RES- MoistureSensitiveWood.doc 09/25/08 Oregon Residential Specialty Code N1107. HIGH- EFFICIENCY INTERIOR LIGHTING SYSTEMS Permit No.: M Sv _ aoio _ OooI O Jurisdiction: ciT , I OF \ S Site Address: I Li LH \‘.1 m e iNE c , /A y Subdivision/Lot #: 1 eNE \t !e, v/ and /or Map and Tax Lot #: o LI By my signature below, I certify that a minimum of fifty (50) percent of the permanently installed lighting fixtures in the above mentioned building have been installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. (Oregon Residential Specialty Code N1107.2) Signature: _1 , Li -.rm.. Date: / / j 1 O ,�lT:�9r":, eral Contractor / horized Agent Print Name: r< IN( prix k.) Ire ORSC Section N1107.2. High - efficiency interior lighting systems. A minimum of fifty (50) percent o the permanently installed lighting fixtures shall be installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. Screw -in compact fluorescent lamps comply with this requirement. The building official shall be notified in writing at the final inspection that a minimum of fifty percent of the permanently installed lighting fixtures are compact or linear fluorescent, or a minimum efficacy of 40 lumens per input watt. 1:\Building\ Forms \RES- HighEfficiencyLighting.doc 07/01/08 STREET TREE CERTIFICATION ;, I, Ag123nAZ qoM.Fs , Owner /Agent for. Aiwa (PLEASE PRINT) ® (PERMIT HOLDE ^I Do hereby: certify that the following location meets City of Tigard 'land use and ` development standards for - street ;tree installation. ADDRESS: I L-I ,kt r\k friE v/ +n M5r w -a30/Y SUBDIVISION : i)\ ! NE_ \r -aw LOT: 0 L] SIGNATURE: DATE: (OWNER/ • !ENT) RECEIVED BY: DATE: (CM' OF TIGARD) I:\ Build ng \forms\ Street'reeCertificate 01 /19/07 V145 Zv lb - C300 RECEIVED To: Tigard City Planning 03/04/10 Re: Foundation Design Revision MAR 0 ��n � CITY OF TIGARD BUILDING DIVISION Lot 4 Alpine View (Arbor Homes) 14248 SW Alpine Crest Way Building Permit# MST 2010 -00018 Please see attached 2 copies of revised structural engineering plan, cross section drawing and schedule of wall, footing and steel reinforcement specifications and calculations. The front foundation wall of this house, now under construction, will have to be up to about 7 feet tall. The submitted plans assumed a less tall wall, about 3 to 4 feet tall. Scott Goddard Design Team West Hills Development (d.b.a. Arbor Homes) 735 SW 158th Avenue, Beaverton, OR 97006 phone (503) 641 -7342 ext 7044 fax (503) 641 -7661 sgoddard @arborhomes.com • ING RETA Y F FOR TY OF TIG N i AL R ECEIVED MAR 0 5 2 n- 9j l CI ARD 4 LP BUILDING DIVISIO FOR AR ®O HO MES t 3r2C t , `° `,� City o f Tiga �� A • rov Plans 1 1 c.',3''''0'. � �� BY -w D ate i A, .1 _.v-'' � Aw Kt, ��� � r. REVISIO - OFFICE COPY * * " LIMITATIONS * 7.. x p i R E s : ti - — 2_72;:m1/7 , . IA EN GINEER WAS RETAINED W A LIMITED CAPACITY FO THIS PROJECT. DESIGN 'IS BASED UPON INFORMATION PROVIDED BYTHE CLIENT; WHO IS SOLELY RESPONSIILE FOR ACCURACY OF SAME. 'NO RESPONSIBILIT AND .. O R LIABILITY 15 ASSUMED BY; OR IS TO BE ASSIGNED TO THE E NGINEER FORITEMS BEYOND THAT SHOWN ON THESE SHEETS. MARCH 3, 2010 JO B NUMBER : 1 0. T 077 , s G � k xFR � � K I t P w yW f t '' { 5 NU a. if E NG 1NEES , I NC „,,,,.,„,,,,,,..„,..,,„„ MAIN OFFICE CENTRAL OREGON 6969 SW HA MPTON S TREET 745 NW MT. WASHI D SUITE 205 PORTLA OR EGON 97223 BE ND, OREGON . 503.6247005/543.6 70 FAX 541......3.10z° /54 1.383 7696 I3 - (4) (4) C F 0 -- 2>;10 pF 2 elo " O.O - i 1 0 0 j j 0 1I - 5D 9 9 9 7 x _,, / . .,<, (0 e \?`\ (0/19<fs T1'P OF (3) P ekrt t G.1 F::),...- tin., at+ i O v+,. p! ca.v". R e. Pe:r' ' A O rii . t...,va c r el u 0 tit' 1.1i. f) 2 SHEAR WALL -SEE , SHEAR WALL SCHEDULE — Y — FOR MORE INFO. EDGE NAILING -SEE 5I-EAR WALL SCHEDULE STAGGER NAILING CONC. SLAB ON GRADE SEE PLANS FOR ADDITIONAL INFORMATION .110..-- 2' TTP ,l JOIST POCKET TO • IMilli . ALLOW FOR 3' MIN - ' •.. e BEARING W/ 1, 2' AIR ••• '.'.• e .. . • II GAP EA. SIDE _ NOTES_ Y � 7 - • FLOOR JOISTS PER �i� _ PLANS (JOIST MAT RUN I. BACKFILL a COMPACT Y • � 7�T - L- L �" v'y" , R IN EITHER DIRECTION) PRIOR TO PLACING 4 V + � FLOO FRAMING. .Y;41T-iT 411.4 NORIZ. REINF. Yy. ?r-Y Y 7 T' . • f• , VERT. REINF. .1 .1�Iyfj.,14,1ad �7• t7 67 �Y �T �L • �� =o1 = DOWEL = ! �0 IR 7� Y- !Y 7 T,,,,v 71 (1)-•4 CONT. : a —I �i�i • . r W� 1;! LEVEL GRADE • / . e I 4 ~ TYPICAL HEEL REINF. _ °e a � LONG. REINF. a a ' • e e R U i3' 6110_,, �/� 3' CL R. , �i i. •4 0 18' O.C. ` :' WHEN KEY OCCURS Lh Tw Lt { I f L Lf Retaining Wall Schedule Dimensions Well Reinforcing 1 Footing Reinf. 1-1w Ht Tw Lh Lt Lf Dksy VERT. 1401711 DOWELS HEEL LONG 4' -0' 12' 8' 2' -1' 6' 3' •9' NA 0 4 8 16' 04 8 12' •4 016' L � 0 4 a 16' (4) 0 4 rL � 5' -0' 12' 8' 3' -10' 6' 5' -0' NA 0 4 0 16' 0 4 a 12' •4 0 16' ' 0 4 a 12' (4) •4 6' -0' 12' 8' 5' -1' I' -0' 6' -9' NA 0 4 0 12' 0 4 0 12' 0 4 0 12' Lt 5 0 6' (5) 0 4 1' -0' 12' 8' 3' -4' I' -6' 5' -6' 16' 5 e 6' •4 a 12' 0 9 0 6' L , 5 6 6' (6) •4 8' -0' 12' 8' 9' -1' I' -6' 1' -3' 16' 5 • 6' 0 4 0 12' 0 5 0 6' lg 5 e 6' (1) •4 EFP. • 40 PC • 2500 per • 28 DAYS PASSIVE • 250 PY • 60000 poi (GRADE 60 STEEL) GAF. • 0.35 801L BEARING • 600 per RETAINING WALL - LOT 4 6 ALPINE VIEW SID SCALE: 1'1'-� ' p► 10 -T011 3 Title : Job # Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580018 Page 1 s User, KW-0602304, Ver5.8.0, 1- Dec -2003 Cantilevered Retaining Wall Design 9 (c)1983.2003 ENERCALC Engineering Software retaining wall.ecw.Calculations Description 4' -0" Hight Retaining Wall Criteria Soil Data 0 Footing Streng & Dimen sions Retained Height = 3.50 ft Allow Soil Bearing = 1,500.0 psf fc = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Heel Active Pressure = 40.0 psf /ft Toe Width = 0.50 ft Slope Behind Wall = 4.00: 1 Toe Active Pressure = 0.0 psf /ft = Heal Width 3.25 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf /ft Total Footing Width = 3.75 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingllSoil Friction = 0.350 Key Width = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 0.00 in for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in © Btm.= 3.00 in Surcharge Load h Lateral Load Applied to Stem I Adjacent Footing L Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #fft Adjacent Footing Load = 1,500.0 Ibs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 1.25 ft Surcharge Over Toe = 50.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist = 7.33 ft Axial Load App to Stem Footing Type Line Axial Dead Load = 305.0 Ibs Base Above /Below Soil __ at Back of Wall -1.5 ft Axial Live Load = 285.0 Ibs Axial Load Eccentricity = 0.0 in . Design Summary Stem Cons Top Stem Stem OK Total Bearing Load = 2,798 lbs Design height ft = 0.00 ...resultant ecc. = 4.39 in Wall Material Above "Ht" = Concrete Soil Pressure @ Toe = 1,183 psf OK Thickness = 8.04 Rebar Size = # 4 Soil Pressure © Heel = 309 psf OK 1,500 Rebar Spacing 16.00 Allowable = psf Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,605 psf fb/FB + fa/Fa = 0.118 ACI Factored @Heel = 420 psf Total Force @ Section lbs = 416.6 Footing Shear @ Toe = 0.0 psi OK Moment....Actual ft-# = 485.9 Footing Shear © Heel = 22.7 psi OK Moment Allowable = 4,119.2 Allowable = 93.1 psi Shear Actual psi = 5.6 Wall Stability Ratios Shear Allowable psi = 93.1 Overturning = 5.36 OK Sliding = 1.63 (Vertical Co Bar Develop ABOVE Ht. in = 17.09 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. in = 6.00 Lateral Sliding Force = 549.3 lbs Wall Weight = 96.7 less 6 % Passive Force = - 14.5 Ibs Rebar Depth 'd' in = 6.25 less 100% Friction Force= - 879.5 Ibs Masonry Data fm psi Added Force Req'd = 0.0 lbs OK p Fs psi = ....for 1.5:1 Stability = 0.0 Ibs OK Solid Grouting Footing Design Results Special Inspection = Modular Ratio 'n' Toe Heel Short Term Factor = Factored Pressure = 1,605 420 psf Equiv. Solid Thick. = Mu' : Upward = 194 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 35 3,368 ft Concrete Data Mu: Design = 159 3,368 ft-# fc psi = 3,000.0 Actual 1 -Way Shear = 0.00 22.69 psi Fy psi = 60,000.0 Allow 1 -Way Shear = 93.11 93.11 psi Other Acceptable Sizes & Spacings Toe Reinforcing = None Spec'd Toe: Not req'd, Mu < S' Fr Heel Reinforcing = None Spec'd Heel: #4@ 17.00 in, #5@ 26.25 in, #6@ 37.00 in, #7@ 48.25 in, #8@ 48.25 in, #9© 4 Key Reinforcing = None Spec'd Key: No key defined L i Title : Job # Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope: Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580018 e 2 User. KW-0602304, ver5.8.0,1- Dec -2003 Cantilevered Retaining Wall Design Page (c)1983.2003 ENERCALC Engineering Software retaining wall.eauCalculations Description 4' -0" Hight Retaining Wall Summa of Overturnin • & Resistin t Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 529.6 1.72 908.4 Soil Over Heel = 994.6 2.46 2,445.0 Toe Active Pressure = Sloped Soil Over Heel = 91.8 2.89 265.1 Surcharge Over Toe = 0.50 Surcharge Over Heel = Adjacent Footing Load = 19.7 0.34 6.6 Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 305.0 0.83 254.2 Load @ Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = 25.0 0.25 6.3 Stem Weight(s) = 386.7 0.83 322.2 Total = 549.3 O.T.M. = 915.0 Earth @ Stem Transitions= Resisting /Overturning Ratio = 5.36 Footing Weight = 562.5 1.88 1,054.7 Vertical Loads used for Soil Pressure = 2,797.9 Ibs Key Weight = Vert. Component = 147.4 3.75 552.8 Vertical component of active pressure used for soil pressure Total = 2,512.9 Ibs R.M.= 4,900.3 Title : Job # 5 / Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope: Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580018 e Page 1 User. KW-0602304, Ver5.8.0, 1 -0ec -2003 Cantilevered Retaining Wall Design g (c) 1983 -2003 ENERCALC Engineering Software retaining wall.ecwCalcutations ' Description 5' -O' Hight Retaining Wall Criteria ;Soil Data El Footing Strengt 8� Dime nsions J Retained Height = 4.50 ft Allow Soil Bearing = 1,500.0 psf fc = % /o 3,000 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min. As = 0.0014 Heel Active Pressure = 40.0 psf /ft Toe Width = 0.50 ft Slope Behind Wall = 4.00:1 Toe Active Pressure = 0.0 psflft Heel Width = 4.50 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psflft Total Footing Width = 5.00 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingllSoil Friction = 0.350 Key Width = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 0.00 in for passive pressure = 0,00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surchar Loads Lateral Load Ap plied to Ste Adjacent Footin Loa Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 1,500.0 Ibs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 1.25 ft Surcharge Over Toe = 50.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist = 9.33 ft Axial Load Applie to Stem Footing Type Line Base Above /Below Soil Axial Dead Load = 305.0 Ibs at Back of Wall = -1.5 ft Axial Live Load = 285.0 Ibs Axial Load Eccentricity = 0.0 in LDesign Summary Stem Con Top Stem Stem OK Total Bearing Load = 4,180 lbs Design height ft = 0.00 ...resultant ecc. = 4.94 In Wall Material Above "Ht" = Concrete Soil Pressure @ Toe = 1,249 psf OK Thickness 8.00 Soil Pressure @ Heel = 423 psf OK Rebar Size # 0 1,500 Rebar Spacing = 16.00 Allowable = psf Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,678 psf fb /FB + fa/Fa = 0.251 ACI Factored @ Heel = 567 psi Total Force @ Section Ibs = 693.8 Footing Shear @Toe = 0.0 psi OK Moment....Actual ft-#= 1,033.6 Footing Shear @ Heel = 40.6 psi OK Moment Allowable = 4,119.2 Aiiowabie = 93.1 psi Shear Actual psi 9.3 Wall Stability Ratios Overturning = 5.69 OK Shear Allowable psi= 93.1 Sliding = 1.57 (Vertical Co Bar Develop ABOVE Ht. in = 17.09 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. in = 6.00 Lateral Sliding Force = 866.6 Ibs Wall Weight = 96.7 less 1 % Passive Force = - 1.3 ibs Rebar Depth 'd' in = 6.25 less 100% Friction Force= - 1,363.3 lbs Masonry Data psi fm Added Force Req'd = 0.0 lbs OK Fs psi= ....for 1.5 : 1 Stability = 0.0 Ibs OK Solid Grouting = Footing Design Results 4 Special Inspection -, Modular Ratio 'n' = Toe Heel Short Term Factor = Factored Pressure = 1,678 567 psf Equiv. Solid Thick. = Mu' : Upward = 205 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 35 8,871 ft-# Concrete Data Mu: Design = 170 8,871 ft# fc psi= 3,000.0 Actual 1 -Way Shear = 0.00 40.58 psi Fy psi 60,000.0 Allow 1 -Way Shear = 93.11 93.11 psi Other Acceptable Sizes E. Spacings Toe Reinforcing = None Spec'd Toe: Not req'd, Mu < S * Fr Heel Reinforcing = None Spec'd Heel: #4@ 7.75 in, #5@ 11.75 in, #6@ 16.75 in, #7@ 22.75 in, #8@ 30.00 in, #9@ 38 Key Reinforcing = None Spec'd Key: No key defined - Title : Job # 6/ Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 680018 User. KW-0602304, Ver6.8.0, 1- Dec -2003 Cantilevered Retaining Wall Design Page 2 (c)1983 -2003 ENERCALC Engineering Software retaining wall.ecw.Cetculations Description 5' -0" Hight Retaining Wall Summa of Overturnin & Resistin Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 834.2 2.15 1,795.9 Soil Over Heel = 1,897.5 3.08 5,850.6 Toe Active Pressure = Sloped Soil Over Heel = 202.0 3.72 752.1 Surcharge Over Toe = 0.50 Surcharge Over Heel = Adjacent Footing Load = 32.4 0.49 15.8 Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 305.0 0.83 254.2 Load @ Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = 25.0 0.25 6.3 Stem Weight(s) = 483.3 0.83 402.8 Total = 866.6 O.T.M. = 1,811.6 Earth @ Stem Transitions= Resisting /Overturning Ratio = 5.69 Footing Weight = 750.0 2.50 1,875.0 Vertical Loads used for Soil Pressure = 4,180.1 Ibs Key Weight = Vert. Component = 232.2 5.00 1,161.1 Vertical component of active pressure used for soil pressure Total = 3,895.1 Ibs R.M.= 10,302.0 • Title : Job # 77 Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 680018 User. KW-0602304, Ver5.8.0, 1- Dec -2003 Cantilevered Retaining Wall Design Page 1 (c)1983 -2003 ENERCALC Engineering Software retaining wall ecwCalculatIons i Description 6' -0" Hight Retaining Wali Criteria A 1 " S . o x = .=...a. 1 Footing Streng & Dim ensions Retained Height = 5.50 ft Allow Soil Bearing = 1,500.0 psf f'c = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Heel Active Pressure = 40.0 psf/ft Toe Width = 1.00 ft Slope Behind Wall = 4.00: 1 Toe Active Pressure = 0.0 psf /ft Heel Width = 5.75 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf /ft Total Footing Width = 6.75 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingllSoil Friction = 0.350 Key Width = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 0.00 in for passive pressure = 0.00 in Key Distance from Toe = 1.50 ft Cover @ Top = 3.00 in © Btm.= 3.00 in Surcharge Loads Lateral Load Ap plie d to Stem J Adjacent Footin Loa Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 # /ft Adjacent Footing Load = 1,500.0 Ibs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 1.25 ft Surcharge Over Toe = 50.0 psf ..,Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist = 9.33 ft Axial Load A pplied to Stem Footing Type Line Base Above /Below Soil = -1.5 ft Axial Dead Load = 305.0 lbs at Back of Wall Axial Live Load = 285.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Stem Con Top Stem Stem OK Total Bearing Load = 5,999 Ibs Design height ft = 0.00 ...resultant ecc. = 2.88 in Wali Material Above "Ht" = Concrete Soil Pressure @ Toe = 1,079 psf OK Thickness = 8.04 Soil Pressure @ Heel - 699 psf OK Rebar Size # 4 1,500 Rebar Spacing 12.00 Allowable = psf Rebar Placed at = Edge Soll Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,441 psf fb/FB + fa/Fa = 0.351 ACI Factored @Heel = 934 psf Total Force © Section Ibs = 1,083.6 Footing Shear @ Toe = 3.3 psi OK Moment....Actual ft 4/ = 1,912.4 Footing Shear @ Heel = 63.2 psi OK Moment Allowable = 5,448.0 Allowable = 93.1 psi Shear Actual psi= 14.4 Wall Stability Ratios Shear Allowable psi= 93.1 Overturning = 6.75 OK Sliding = 1.55 (Vertical Co Bar Develop ABOVE Ht. in = 17.09 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. in = 6.00 Lateral Sliding Force = 1,297.9 Ibs Wall Weight = 96.7 Tess 6 % Passive Force = - 14.5 Ibs Rebar Depth 'd' in = 6.25 less 100% Friction Force= - 2,000.0 lbs Masonry Data psi = fm Added Force Req'd = 0.0 lbs OK p Fs psi = ....for 1.5 : 1 Stability = 0.0 lbs OK Solid Grouting Footing Design Results Special Inspection = Modular Ratio 'n' Toe Heel Short Term Factor = Factored Pressure = 1,441 934 psf Equiv. Solid Thick. = Mu' : Upward = 708 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 140 18,248 ft-# Concrete Data Mu: Design = 568 18,248 ft-# fc psi = 3,000.0 Actual 1 -Way Shear = 3.29 63.16 psi Fy psi = 60,000.0 Allow 1 -Way Shear = 93.11 93.11 psi Other Acceptable Sizes & Spacings Toe Reinforcing = None Spec'd Toe: Not req'd, Mu < S * Fr Heel Reinforcing = None Spec'd Heel: #4@ 4.75 in, #5@ 7.50 in, #6@ 10.50 in, #7@ 14.25 in, #8© 18.75 in, #9@ 23. Key Reinforcing = None Spec'd Key: No key defined Title : Job # a / Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev. 58001E e 2 User. KW-0602304, Ver5.8.0, 1 -Dec -2003 Cantilevered Retaining Wall Design Page (0)1983 -2003 ENERCALC Engineering Software retaining wall.ecw.Calculalions Description 6' -0" Hight Retaining Wall Summa of Overturnins & Resistint Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item Ibs ft ft-# lbs ft ft-# Heel Active Pressure = 1,207.7 2.59 3,128.3 Soil Over Heel = 3,075.4 4.21 12,942.4 Toe Active Pressure = Sloped Soil Over Heel = 355,3 5.06 1,796.3 Surcharge Over Toe = 0.50 Surcharge Over Heel = Adjacent Footing Load = 90.2 0.83 75.0 Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 305.0 1.33 406.7 Load @ Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = 50.0 0.50 25.0 Stem Weight(s) = 580.0 1.33 773.3 Total = 1,297.9 O.T.M. = 3,203.3 Earth @ Stem Transitions= Resisting /Overturning Ratio = 6.75 Footing Weight = 1,012.5 3.38 3,417.2 Vertical Loads used for Soil Pressure = 5,999.4 Ibs Key Weight = 1.50 Vert. Component = 336.2 6.75 2,269.3 Vertical component of active pressure used for soil pressure Total = 5,714.4 lbs R.M.= 21,630.1 • 9 Title : Job # Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev. 580018 Page 1 User. KW-0602304, Ver5.8.0, 1- Dec-2003 Cantilevered Retaining Wall Design g (c)1983 -2003 ENERCALC Engineering Software retaining wall.ecw:Calcuiations .. , „_ .. Description 7' -0" Hight Retaining Wall • Criteria 1 I Soli Data q Footing Strength & Dimensions Retained Height = 6.50 ft Allow Soil Bearing = 1,500.0 psf fc = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Heel Active Pressure = 40.0 psf /ft Toe Width = 1.50 ft Slope Behind Wall = 4.00: 1 Toe Active Pressure = 0.0 psf /ft Heel Width = 4.00 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf /ft Total Footing Width = 5.50 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingilSoil Friction = 0.350 Key Width = 8.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 18.00 in for passive pressure = 0.00 in Key Distance from Toe = 1.50 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surc Loads Lateral Load Applie to Stem b Adjacent Footi Loa Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 1,500.0 Ibs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 1.25 ft Surcharge Over Toe = 50.0 psf .,,Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist = 9.33 ft Axial Load Applie to Stem Footing Type Line Base Above/Below Soil __ Axial Dead Load = 305.0 Ibs at Back of Wall -1.5 ft Axial Live Load = 285.0 lbs Axial Load Eccentricity = 0.0 in Des'. n Summary Stem Con Top Stem Total Bearing Load = 5,239 Ibs Design height ft = 0.00 ...resultant ecc. = 3.70 in Wall Material Above "Ht" = Concrete Soil Pressure @ Toe = 1,273 psf OK Thickness = 8.05 Rebar Size = # 5 Soil Pressure @ Heel = 632 psf OK 1,500 p Rebar Spacing 16.00 Allowable = sf Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,671 psf fb/FB + fa/Fa = 0.620 ACI Factored @ Heel = 830 psf Total Force @ Section lbs = 1,589.8 Footing Shear @ Toe = 10.3 psi OK Moment....Actual ft-# = 3,239.9 Footing Shear @ Heel = 48.1 psi OK Moment Allowable = 6,234.5 Allowable = 93.1 psi Shear Actual psi = 21.4 Wall Stability Ratios Shear Allowable psi = 93.1 Overturning = 4.02 OK Sliding = 1.60 (Vertical Co Bar Develop ABOVE Ht. in = 21.36 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. in = 6.00 Lateral Sliding Force = 1,558.7 lbs Wall Weight = 96.7 less 70 % Passive Force= - 763.8 Ibs Rebar Depth 'd' In = 6.19 less 100% Friction Force= - 1,734.0 Ibs Masonry Data psi fm Added Force Req'd = 0.0 Ibs OK p Fs psi = ....for 1.5 : 1 Stability = 0.0 Ibs OK Solid Grouting = Footing Design Results Special Inspection = Modular Ration' Toe Heel Short Term Factor = Factored Pressure = 1,671 830 psf Equiv. Solid Thick. = Mu' : Upward = 1,794 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 315 9,394 ft-# Concrete Data Mu: Design = 1,479 9,394 ft-it fc psi= 3,000.0 Actual 1-Way Shear = 10.33 48.12 psi Fy psi= 60,000.0 Allow 1 -Way Shear = 93.11 93.11 psi Other Acceptable Sizes & Spacings Toe Reinforcing = None Spec'd Toe: Not req'd, Mu < S' Fr Heel Reinforcing = None Spec'd Heel: #4@ 7.25 in, #5@ 11.25 in, #6@ 15.75 in, #7@ 21.50 in, #8@ 28.25 in, #9@ 35 Key Reinforcing = None Spec'd Key: #4@ 28.75 in, #5@ 44.50 in, #6@ 48. Title : Job # 1.0, Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580018 Page 2 User. KW- 0602304, Ver5.8.0, 1- Dec -2003 Cantilevered Retaining Wall Design g (01983 -2003 ENERCALC Engineering Software retaining well.ecwCelwlations Description 7' -0" Hight Retaining Wall Summa of Overturnin • & Resisttn . Forces & Moments .....OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 1,388.9 2.78 3,858.0 Soil Over Heel = 2,383.3 3.83 9,136.1 Toe Active Pressure = Sloped Soil Over Heel = 152.8 4.39 670.5 Surcharge Over Toe = 0.50 Surcharge Over Heel = Adjacent Footing Load = 169.8 1.20 203.7 Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 305.0 1.83 559.2 Load @ Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = 75.0 0.75 56.3 Stem Weight(s) = 676.7 1.83 1,240.6 Total = 1,558.7 O.T.M. = 4,061.7 Earth @ Stem Transitions= Resisting /Overturning Ratio = 4.02 Footing Weight = 825.0 2.75 2,268.7 Vertical Loads used for Soil Pressure = 5,239.4 Ibs Key Weight = 150.0 1.83 275.0 Vert. Component = 386.6 5.50 2,126.5 Vertical component of active pressure used for soil pressure Total = 4,954.4 Ibs R.M.= 16,332.8 T itle : Job # / Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318.02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev 580018 User KW- 0802304, Ver5.8.0, 1 -Dec -2003 Cantilevered Retaining Wall Design Page 1 (c)1983 -2003 ENERCALC Engineering Software retaining wall.eceCalculations Description ,,... .._,.:. ._._. _., p n 8' -O Hight Retaining Wall Criteria Soil Data I Footing Strength &D imensions Retained Height = 7.50 It Allow Soil Bearing = 1,500.0 psf fc = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Heel Active Pressure = 40.0 psf /ft Toe Width = 1.50 ft Slope Behind Wall = 4.00: 1 Toe Active Pressure = 0.0 psf /ft Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft ToHeel tal = Width = 5.75 g p Total Footing Width 7.25 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingllSoil Friction = 0.350 Key Width = 8.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 16.00 in for passive pressure = 0.00 in Key Distance from Toe = 1.50 ft Cover @ Top = 3,00 in @ Btm.= 3.00 In Surcharge Loads Lateral Load Applied to Stem Adjacent Footi toa Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 1,500.0 lbs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 1.25 ft Surcharge Over Toe = 50.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist = 9.33 ft Axial Load A pplied to Stem Footing Type Line Base Above /Below Soil = 1 5 ft Axial Dead Load = 305.0 Ibs at Back of Wall Axial Live Load = 285.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Stem Construction J Top Stem Stem OK Total Bearing Load = 7,740 Ibs Design height ft = 0.00 ...resultant ecc. = 3.69 in Wall Material Above "Ht" = Concrete Reber Size _ 8.00 Soil Pressure @ Toe = 1,339 psf OK Soil Pressure @ Heel = 796 psf OK Rebar Size # 5 = 1,500 psf Rebar Spacing = 12.00 Allowable = sf Rebar Placed at Edge Soil Pressure Less Than Allowable Design Data ACI Factored © Toe = 1,761 psf fb/FB + fa/Fa = 0.625 ACI Factored @ Heel = 1,047 psf Total Force @ Section Ibs = 2,201.2 Footing Shear @ Toe = 11.2 psi OK Moment....Actual ft-# = 5,127.5 Footing Shear @ Heel = 81.8 psi OK Moment Allowable = 8,206.3 . Allowable = 93.1 psi Shear Actual psi = 29.6 Wall Stability Ratios Shear Allowable psi = 93.1 Overturning = 4.79 OK Sliding = 1.55 (Vertical Co Bar Develop ABOVE Ht. in = 21.36 Sliding Calcs (Vertical Component Used) Bar Lap /Hook BELOW Ht. In = 6.00 Lateral Sliding Force = 2,172.7 Ibs Wall Weight = 96.7 less 77 % Passive Force= - 748.1 Ibs Rebar Depth 'd' in = 6.19 fess 100% Friction Force= - 2,609.2 lbs Masonry Data Added Force Req'd = 0.0 Ibs OK psi = Fs psi = ....for 1.5 : 1 Stability = 0.0 lbs OK Solid Grouting = Footing Design Results Special inspection Modular Ratio 'n' Toe Heel Short Term Factor = Factored Pressure = 1,761 1,047 psf Equiv. Solid Thick. _ Mu' : Upward = 1,926 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 315 23,915 ft-# Concrete Data Mu: Design = 1,611 23,915ft-# fc psi 3,000.0 Actual 1 -Way Shear = 11.19 81.76 psi Fy psi 60,000.0 Allow 1 -Way Shear = 93.11 93.11 psi Other Acceptable Sizes 8 Spacings Toe Reinforcing = None Spec'd Toe: Not req'd, Mu < S * Fr Heel Reinforcing = None Spec'd Heel: #4@ 3.75 in, #5@ 5.50 in, #6@ 8.00 in, #7© 10.75 in, #8@ 14.00 in, #9@ 17.7 Key Reinforcing = None Spec'd Key: #4@ 28.75 in, #5@ 44.50 in, #6© 48. Title : Job # Dsgnr: Date: 11:54AM, 3 MAR 10 Description : Scope : Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev. 580018 Page 2 User. KW-0802304, Ver5.8- 0,1- Deo-2003 Cantilevered Retaining Wall Design 9 (c)1983 -2003 ENERCALC Engineering Software retaining well ecw.Calculalions Description 8' -0" Hight Retaining Wall Summa of Overturnin. & Resistin. Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 1,909.4 3.26 6,218.8 Soil Over Heel = 4,193.8 4.71 19,745.6 Toe Active Pressure = Sloped Soil Over Heel = 355.3 5.56 1,973.9 Surcharge Over Toe = 0.50 Surcharge Over Heel = Adjacent Footing Load = 263.3 1.59 419.5 Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 305.0 1.83 559.2 Load © Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = 75.0 0.75 56.3 Stem Weight(s) = 773.3 1.83 1,417.8 Total = 2,172.7 O.T.M. = 6,638.3 Earth @ Stem Transitions= Resisting /Overturning Ratio = 4.79 Footing Weight = 1,087.5 3.63 3,942.2 Vertical Loads used for Soil Pressure = 7,739.7 Ibs Key Weight = 133.3 1.83 244.4 Vert. Component = 531.5 7.25 3,853.6 Vertical component of active pressure used for soil pressure Total = 7,454.7 Ibs R.M.= 31,792.8