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20100050 Permit Pkg 042010 City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360)458-3744 Applicant: Name: AHO CONSTRUCTION Address: 5512 NE 109TH CT, STE 101 VANCOUVER WA 98662 Property Information: Site Address: 16455 GREENBRIER ST SE 44 Assessor Parcel No.: 56510004400 Subdivision: Contractor Information Name: AHO CONSTRUCTION Address: CHAD 5512 NE 109TH CT, STE 101 VANCOUVER WA 98662 Contractor License No.: AH00011998BC Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: SFR LOT 44, PLAN 1529 Sq. Ft. per floor: First 1529 Second Third Garage 430 Basement Fees: Permit No.: 20100050 Issue Date: 412 012 0 7 0 (Work must be started within 180 days) Phone: 360-491-6632 Owner: AHO CONSTRUCTION JOHN'S MEADOWS Phone: Expires: 1 /03/2012 Heat Type (Electric, Gas, Other): GAS Lot: 44 Item Contractor Fees NEW RESIDENTIAL BUILDING AHO CONSTRUCTION $12,274.80 MECHANICAL AREA HEATING $ 71.75 PLUMBING WATERWAYS $ 83.00 TOTAL FEES: $ 12,429.55 Applicant's Affidavit: I certify that I have read and examined the information wntained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in t St to of Washing Signature ~~~ Date ~{~a~ "~~ Finn K-1~nil ~ ,E~nS~-i'.s ~. tJ ~^ 1 ~/vn OFFICIAL USE ONLY # Sets~of Prints: Final Inspection: Date: ey: City of Y~1~ t360> 453-8402 RECD: 000272'x6 4/°0!2010 1:53 F'N DF'ER: CD TEkN: 001 REFq: TkAN: 33.0000 DIJILDINf, fERNITS 20100050 11,604.53Ck AHD CONSTRIJC T IDN 16455 GREENgF,'IEk ST SE 4~i HI_D-k'ES1 11 ~ 44 `i. 78Ck NECH ?1.75CR F'L 8:i.00CR TR'AN: 33.0000 DDILDIt~f PERMITS 20100045 12, a77.15C6' AHO CDNSTf.'UCTIDN 16451 GkEEfdRRIER ST 5E v5 RLD-REST 12.187.90CR MECH ?8.25CF~ F'L 11i.000k TRAM: :,:,.0000 AUILDINr,- FEk,^fiTS 201000v4 L1,8.;5.O71,F' AHO CD,~;~STRUCTTDN 10041 CDr_.HRANE AVE SE 12 RLD-kESi 11,h5'~.32Ck h1ECH 71.75Ck FL 104.OOCk' TENDERED: 35,316.75 r,HECK AFB°LIED: 35.816.75- CHANr,E: ---------x,00 i i'~ f5a V?iiP~ ul:; UI i~dbii~ :i~il"'j ~iJn-~-li,1C ii-Cis: '~qii°)7fj']`i'" '_~1~i J ^'!~. t) ..; I, :`. riCri ~'.J iii-, - ._~~.. f~ f~~~ ff~CTG~ji 1~~ __:. n ~,~,; Fri t.. L.I r"5,~~%- iif'L: i iHiitJL• ~l, l(1~~ YELM COMMUNITY SCHOOLS PO BOX 476 YELM WA 98597 Cleik: Gerber terminal: 1 Receipt: 123224(Reprint) hlar~ual Receipt: NAtro NAhc A,ho Constriction I, Aho 4/7/2010 11:Ofi AM W~-- Item ---....------- Price 1 CPFRE'V 2900 8340.00 MITIGATION; U7-017 Lnts 12, ,4i & 45 - Michael Mastro Subtntai: 8340.00 Tax: 0.00 Total: 8340.00 Check 8340.00 ?069 Change Due: 0.00 REPRINT RECEIPT THANK YOU ~0/~ ©~5v ~J~ OCK `~~ CITY OF YELM RFC!DENTIAL BUILDING PERMIT APPLICATION FORM " /~ ~/,S`S' t~ ~/~f1r; e~.8.Or .S';E ~05 / L Project Address: ~oe.Y- Y\cv. Parcel#: ~ OOCJ ~~/60 Subdivision:~o4wi drlendea.) Lot #: Plan #: I b ~ 9 Zoning: ~ New Construction ^ Re-Model I Re-Roof /Addition ^ Home Occupation Sign ^ Plumbing ^ Mechanical ^ Mobile I Manufactured Home Placement ^ Other Project Description/Scope of Work: J~ 5 avJ e.o-nSar.,.e~1: or Project Value: Building Area (sq. ft) 1~' Floor 1, l~_ 2ntl Floor Garage ~/3 o Deck Basement Carport~~pp Patio $O # Bedrooms # Bathrooms o1 Heatingf~SIOTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas Ibcated on the parcel? No Kyes, a completed environmental checklist must accompany permit application. ~b~ ~2 '~y BUILD®I GaOW,_~FR„~NA,ME: ~.o arm. a~o.-, '2 'S,~e ADDRESS I'a. /UE 10 "" STE /ot EMAIL Chad~c.~.oCo++s~r~.cA:o.~,C'or+. CITY~Jc,..eov,J-at^ STATE W~1 ZIP 9866 TELEPHONE_ X60 - 491 - 663 ARC'HI~TEC* 'NG~~ 'la+~v~s t4v.c4ersor LICENSE# ADDRESS albo8 aJ. t. H4a`` C:cel~ ~ EMAIL ~ CITY UGnCov,J.cr STATE W J~ ZIP of 868x.- TELEPHONE 360 - 600 - 6o Sy GENER%A~:L~?CONTRAC7O,R,,~ow,c SAS Ow,~~C' TELEPHONE ADDRESS EMAIL `• CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # E 360 ~b81 - 13 o y CITY ggilln l4< CONTRACTOR'S TELEPHONE 36n- 737 - 0 811 CITY VGnCov.Y~(-' STA' CONTRACTOR'S LICENSE Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above Information Is correct and that the construction on, and the occupancy and the use of the above described property will be In accordance with the laws, rules end regulations of the State of Washington and the City of Yelm. ~/. /2.~~~ `~ IFV~no ~S~1e..e~~o,., ~S'Sv.L 3- t1-~O Applicant's Signature Date Owner /Contractor / Owner's A nt /Contractor's Aaen Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 780 days of Issuance, or if work is suspended or abandoned for a period of ~180~daYsg~~~ D MAR 1 2 2010 105 Yelm Avenue Weai (360) 451~.~~'___________________ Yelm, WA 98597 (860) 458-3144 FAX w w u r. c i.y e I m. a r a. u e Johns Meadows Lot 44 PLAN 1529 16455 GREENBRIER ST SE SCALE: 1 "=20° GREENBRIER ST. SE ti ~, ~ J J FILE APPROVED /~-%o -- f- ~~~~~~~D APR 0 7 2010 8Y: _------------------ 02/24/10 D3: 43AN AREA HEATING/COOLING 3607376946 p.03 Load Short Form Job: -1~i- wrightsoft° Date: Feb. 23, 2010 Entire House eyi Area Heating & Cooling For: 1529 sq' ranch, Aho Construction - _. _ Htg Outside db (°F) 23 Inside db (°F) 68 Design TD (°F) 45 Daily range - Insidehumidity (°/P) 50 Moisture difference (gr/Ib) 37 Cly Infiltration 83 Method Simplified 75 Construction quality Semi-tight 8 Fireplaces 0 M 50 _2 HEATING EQUIPMENT Make Trade Model ARI ref no. Efficiency bleating input Heating output Temperature rise Actual air flow Air Flow factor Static pressure Space thermostat 7.7 HSPF 0 Btuh @ 47°F 0 °F 703 cfm . 0.042 cfm/Btuh 0.00 in H2O COOLING EQUIPMENT Make Trade Cond Coil ARI ref no. Efficiency 0 EER Sensible cooling 0 Btuh Latent cooling D Btuh Total cooling 0 Btuh Actual air flow 703 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.00 in H2O Load sensible heat ratio 0.95 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft') (Btuh) (Btuh) (cfm) (cfm) main floor 1529 16869 15702 703 703 Entire House d 1529 16869 15702 703 703 Other equip loads 2356 416 Equip. @ 0.88 RSM 14167 Latent cooling 802 ~.,,, ,o~oa inDGO ~n'x 7n'i I V 1 ftLJ ~~~~~~~D MAR 1 2 2010 Printout certified by ACCA to meet all requirements of Manual J et~~d--------------- TW wrightsofC' Rlgnl-SunaTM unrvarsa17.0.02 R5u0W0e 2010-FeM2311:47:52 C:1D000menls entl SetlingslDelMAy DocumenlstAho1498.nIP Calc = MJB Orientelion = SE PPOe ~ STRUCTURAL DESIGN INFORMATION GOVERNING CODE: 20061ntetnational Residential Code (IRC) 2006 International Building Code (IBC) This engineering pertains to the design of the Lateral Force Resisting System and a review of the home designer's framing and foundation plans. The home designer is responsible for making any necessary changes as requved by these calculations [o their framing and foundation plans. 1. Dead Load: ................................................................... A. Roof 15 psf B. Floor .....................................................................10 psf ........................................................ C. Exterior walls 10 psf D. Exterior walls with veneer ............................................ 50 psf E. Interior walls with gypboazd each side .....................................5 psf 2. Floor live load :....................................................................40 psf 3. Snow load: A. Uniformly distributed snow load on roof ................................25 psf 4. Wind load-based on ASCE'7-OS Method 2 Analytical Procedure: A. 3 Second Gust Wind Speed ........................................V=110 mph B. Exposure ...........................................................................B C. Importance factor ..........................................................I = 1.0 D. Topographical Factor ...................................................Kzt=1.0 E. Wind Directional Factor ..............................................Kd = 0.85 F. Sweture classified as ..................................................enclosed 5. Seismic load -based on ASCE 7-OS Section 12.14: A. Mapped Spectral Acceleration for short periods .......................Ss=1.0 B. Mapped Spectral Acceleration for 1 second period ..................S1~.34 C. Soil Site Class .....................................................................D D. Ductility coefficient ........................................................R=6.5 E. Seismic Design Category ........................................................D 6. Foundation Soil Properties: A. Undisturbed sandy silt per IBC 2006 Table 1804.2...........Soil Class # 5 B. Maximum vertical bearing pressure .................................. ]500 psf 7. Retaining wall lateral loads: A. Walls free to displace laterally at top ..................................35 pcf B. Walls restrained against lateral displacement at Iop ...................45 pcf 8. Concrete: A. 28 day design strength F'c .............................................3000 psi B. Reinforcing bars .......................................ASTM A6I5, Grade 60 ~pirsO ~~11 Ptject ~~~ - l52`I Dale 12^i-08 B yfh+~i ~ ~ Category STRUCTURAL INFORMATION Project No. Sheet ~7~~ 1 2(051 ~ 'q~ ~ral En&~9~ 21608 N.E. 49th Circle Vancouver Washington 88682 Phone: (360) 600-6084 Fax: (360) 944-0538 ~ ~rL SEISMIC DESIGN BASED ON ASCE-7-05 12.14 Simplified Akemative Structural Design Criteria for Simple Bearing Wall Systems SEISMIC BASE SHEAR 1.2~Sps V W (Eq.12.1411 with F=12) := • R SS mapped spectral acceleration for Ss 1.00 short periods (Sec. 11.4.1) from USGS web site Ss mapped spectral acceleration for SI:= 0.34 1 second period (Se c. 11.4.1) Fa Slte mefflcient (Table 11.41) Fa.- 1.1 Based on Soll F„ . 18 Site Class D F~ Site mefflclent (Table 11.42) SMS ~ = Fe'Ss ~s = 1.1 (Eq.11.41) Srtt ~ = F/SI Srtt = 0.61 (Eq.11.42) 11.4.4 Des(gn spectrum response acceleration parameters 2 SDS ~= 'SM5 Sos = 0.73 > 0.50g SEISMIC 3 CATEGORY 2 D PERTABLE 11.6-1 Spr := 3 •Shn Spl = 0.41 1.2~Sps R:= 6.5 Table 12ki-1 WOOD SHEAR PANELS v:= ~w R 1.20.73 V = ~W V := 0.135•W 6.5 12.4 Selsmlc Load Combinations E:= 1.3~V (Eq.12.43w1th redundancytactor=l.3per123.4.2) WSD:= 0.7E 0.7.1.3.0.135~W 0.123~W WOOD SHEAR PANELS „~lerso Project ~ u O _ ) ~ a ~ Date .Z-~-og By ~ Category LATERAL ANALYSIS Project No. sheet L-I z~s- ~ yS~ ~ 21.608 N.E. 49th Circle Vancouver Washington 98682 ~U''al En~~~~ Phone: (360) 600-6084 Fax: (360) 944-0538 SIMPLIFIED WIND AND SEISMIC COMPARISON WIND 7 psf 11 psf Wind Base Ht Shear T Length L:= 50~ft Helght Ht := 16~ft SEISM Fr ~ A,~:= 50•ft•40•ft Wwaur= 2.8~fD50•ft WINDS L•Ht•(11~psf+7•psf) Wwall Seismic Base Shear -I ~~ W~ := P,r~~15•psf + 2•(4.5•ft•50•ft)•t0~psf SEISMIC = ~f~~~15~psf+ Wwaiig•10~psf)~0.123 WIND =1440016 W~ =3450016 SEISMIC =467416 WIND GOVERNS DESIGN y'~e~+sO Project A to 0 _ 15 2 9 Date 12-1-08 BY14v~~k `~ Y Category LATERAL ANALYSIS Project No. Z~ 5 ~ Sheet L: Z ~ ~ ~ c . G ¢ti~ 2i6o8 N.E. 49th Circle Vancouver Washington 98682 ~~0 O¢' rat End' Phone: (360) 600-6084 Fax: (360) 944-0538 WIND DESIGN IS BASED ON ASCE 7 05 METHOD 2 -ANALYTICAL PROCEDURE (Flours 6-6 VELOCITY PRESSURE qi:= .00256•Ki~ICrt•ICd~V2~l (Eq.6-15) EXPOSURE 8 WIND SPEED (3 second gust) Vgs := 110 mph IMPORTANCE FACTOR I ~ 1.0 TOPOGRAPHICAL FACTOR ICn := 1.0 WIND DIRECTIONAL FACTOR ICd 0.85 Table 6-4 EXPOSURE COEFFICIENT 0'-15' ICi:= 0.57 q~:= .00256.14~Y.rt~ICd~V3s2~1 q~= 15.01 (varies /he Ig ht) 15'-20' Ki:= 0.62 q~ .00256•ICL~ICrt~ICd~V3s2•I q~=16.32 20'-25' K~:= 0.66 q~:= .00256•Kz•ICR,•I(.I~V3s2~1 q~= 17.38 25'34 ICS:=0.70 q~:=.00256•K~•IC~~ICd•V3s2•I q~=18.43 WIND PRESSURE P ~ q~•G~CP G 0.85 Gust factor CP pressure coefficient AT WALL 0=15' WINDWARD Pw ~ 15.01•psf•0.85.0.8 Pw = 10.21psf LEEWARD Pt =15.01•psf~0.85~0.5 P~=6.38psf 15-ZO WINDWARD Pw:=16.32~psf•0.85.0.8 Pw=11.1 psf LEEWARD P~:=16.32•psf•0.85.0.5 Pt=6.94 psf AT ROOF 15=20' WINDWARD Pw ~ 16.32~psf•0.85.0.3 Pw = 4.16 psf LEEWARD P~:=16.32~psf~0.85.0.6 PL=8.32psf 20'-25' WINDWARD Pw~ 17.38~psf~0.85.0.3 Pw=4.43psf LEEWARD Pt ~ 17.38•psf•0.85.0.6 Pt = 8.86 psf fi~,erso Project Aug - 1529 12e1-o8 yrtt~.a ~ , Category LATERAL ANALYSIS Project No. z~ s ~ Sheet ~ 3 ~ fi C G ~{~ ~ 2i6o8 N.E. 49th Circle Vancouver Washington 98682 ~~ral En~~~~ Phone: (360) 600-6084 Fax: (360) 944-0538 WIND DESIGN IS BASED ON ASCE 7 05 METHOD 2 ANALYTICAL PROCEDURE (Flours 6-61 cont. cp-o.3 n 1Fi 10.2 psf ~ windward RooFLoads WlndNard 4.16•psf~8~ft=33.28pif Leeward 8.32~psf•8~ft=66.56pif Wall loads WindHard 1O.2•psf•4.5~ft=45.9p1f Leeward 6.4•psf~4.5~ft=28.8p1f 6.4 psf leeward Assume 8 := 35 fi~erso Pro ect j ANO - ~sZ~ Date i2-1-o8 y ~ category LATERAL ANALYSIS Project No. zc~sl Sheet ~-~ ~ ~ G ~S~ ~ 2i6o8 N.E. 49th Circle Vancouver Washington 98682 ~~ral En~'~~ Phone: (360) 600-6084 Fax: (360) 944-0538 8.32 ~p--o.6 (i.~tNO o~+ 2ooF ,. erso Project /~Ho ~5z~ Date 3.,~-oq By n-~ ~ Category LA'~~~RL An(ALYSI$ Project No. 21051 Sheet L-5 00 ~a 2i6o8 N.E. 49th Circle Vancouver Washington 98682 e~' ~ ~ Phone: (360) 600-6084 Fax: (360) 944-0538 ral Eng' 7S -t 5 Z~3 btl(~0 oa SNrcPR`^~Ptrt•S Z42S 2.825 -~- X375 W1G ~a~ED ~ MASTER i I BEDROOM 2 DINING uryxmp ~~d ~O a^ pv BmROpA 3 O I I r II ® I ~ OPT. }CAR GARAGE it GREAT ROOM ~ GARAGE ~'~, i' ~ u i x- , I. " ~-q~31S -,. ~l+sO Project n ~ O ' S Z q !'` 3te(o-09 By t'~n/~ Category ~A'CE-ZFtL AnIA.t..YSIS Project No. 2105 Sheet ~-(o fi '(+ ' 2i6o8 N.E. 49th Circle Vancouver Washington 98682 -0 60) F ( 38 ~ ~'ral En~~ 944 ax: 5 3 Phone: (360) 600-6084 SHEAR WALL DESIGN h R=Holdown ~1 Force ~_ p (~ P:= wind V := seismic Based on 2006 IBC Baslc Load Combinations 1605.3.1 0.6D + W 0.6•D + 0.7•E Overturning Moment: Resisting Moment: Holdown Force (Equatbnl6-14) (Equatbnl6-15) M~:= P•h M~ := 0.6~~Wdl + Wwall)' (Z2 + 0.6~Pdi~L Mm - Mr R :_ L fi~e1+sO Project Alao - 1529 Date 12-I~o8 BYfcw~.4 Y o Category LATERAL ANALYSIS Project No. Z(o 51 Sheet ~~ ~ n G ~'~~ ~ u6o8 N.E. 49th Circle Vancouver Washington 98682 ` ~`v t~~' ' Phone: (360) 600-6084 Fax: (360) 944-0538 ral End Pdl Pdl Left Elevatbn Shear Walls (3 car most conservatNe Wind Force P := 282516 + 78016 + 62016 P = 422516 Length of wall L:=22•ft+4ft+4ft L=30ft P v=140.83p1f Shear v:= ~ 4 Moc = 507016•ft Overturning M°t := P•9'ft•30 Moment (4'ft)2 Resisting Mr:=.6~(15~psf~20•ft+[0•psf~9~ft)~ 2 +400.16~4•ft Moment . Mr= 347216~ft Moc - Mr Holdawn = 399.516 4~ft Force Right Elevatbn Shear Walls WlndForce P:=2825~Ib P=282516 Length of wall L:=10~ft+tOft+5ft+17ft L=42ft P v=67.26p1f O Shear v:= L Overturning 5 Moment MOL ~- P~9~ft• 42 Mot = 3026.7916•ft Resisting (5 •ft)2 Moment M,.:=.6•(15~psf•20~ft+10•psf~9•ft)• Z +400•Ib•5•ft M°t - Mr M~ = 492516ft Holdown = -379.6416 Force 5~ft ~.ers O Project A-No - -52q Date 3-V-o9 By ~~ ~ Category LATERAL ANALYSIS Project D1o. 2b s i sheet ~ L- ~ G a~ y ~ 2i6o8 N.E. 49th Circle Vancouver Washington 98682 ~~'ral En~'~~ Phone: (360) 600-6084 Fax: (360) 944-0538 Shear Walls at Front Elevatio Wlnd Force P:= 437516 Length of wall L:=4~ft+4ft+2ft+2ft L=12ft Shear v:= F v=364.58p1f O L Overturning _ 4 Moment Mor. • P 9 ft 12 M~ = 1312516•ft (4ft)2 M - 224816•ft Resist n9 M~:=.6•(15~psf•3•ft+l0~psf~9~ft)~ 2 +400~16~4~ft r- Moment Holdown Mot - ~Mr) = 2719.2516 µ~.` 1(P Force 4~ft Shear Walls at Rear El evatio WlndForce P:=4375.16 P=437516 Length of wall L:=4•ft+9(t+11ft L=24ft P Shear v:= - v=182.29p1f L Overturning 4 M~ := P•9~ft~ M~ = 6562.51b~ft Moment 24 (4•ft)2 Resisting +500.16~4~ft :=.6•(15•psf•3•ft+l0~psf~9•ft)• M r 2 Moment Mr = 264816~f[ U M r Mot _ ~ Holdown = 978.6316 Force 4~ft ,~~.e rso Project A N A - 1 5 2 9 D2 el ~ 0 8 BYE ~ ~ bn Category LATERAL ANALYSIS Project No. Z(osl sheet L-~ ~ ~ G~ ¢'~ 21,608 N.E. 49th Circle Vancouver Washington 98682 ~~'ral En~~r~ Phone: (360) 600-6084 Fax: (360) 944-0538 ~00~ FR/~M~NC7 Wcl:IS~sF W~ -- 2S psF . erso Project I~Ho ~5z~ Date 3-~-oq Y n-~- ~ Category FRAMln1C~ Project No. 2(v51 Sheet ~`~ ~ ~~ ' 21608 N.E. 49th Circle Vancouver Washington 98682 F ( -0538 60) ~ ~ral En~`4 ax: 944 3 Phone: (360) 600-6084 "J' FtAGK ~2 0o F• LoA D S bX~ VT PosT w~ gGapB ~{ xl~ D~ ik 2 4 x8 uF~2 TYP oDF{*2 -r /~~-~ yr .-4 erso Project AN O 1 5 2 9 3Ye(o-~9 By ~'~ Category FR/~Mt nlC~ Project No. 2105 Sheet F 2 ~ ~ '~ ~ ' 2i6o8 N.E. 49th Circle Vancouver Washington 98682 F : ( 60) 944-0538 ~ ~~ ral Eng' ax 3 Phone: (360) 600-6084 ~ourvDATloiv o~Sl[,iJ 3g r~'O Project /ENO I SZ`~ Dale 3-to-o9 By A-N+-4- ~ Category Project No. Sheet FtZ,gt-~1LN C~ 2to51 ~-3 ~ ~ ~, ~ ~ 2i6o8 N.E. 48th Circle Vancouver Washington 88682 ~ ~ral Ent' Phone: (360) 600-6084 Fax: (360) 944-0538 Foundation Desicn Soil Bearing Pressure SBP:= 1500~psf (assummed) LARGEST ALLOWABLE POINT LOAD ON 12"WIDE PROCTOR FOOTING -ONE STORY HOUSE: totalengaged area A:= (18~In + 6~in + 18~In)•12~In A = 3.5ftZ Allowed Load SBP~A = 525016 ALLOWABLE LOAD ON PAD FOOTINGS: Size 18" dameter 24" diameter 20'k20" 28"x28" 32'k32" Area A:= 9•In~9~ln•3.14 A:= 12~In•12~In~3.14 A:= 20~In~20•In A:= 28~In•28~In A:= 32•In•32~In Capacity Pall := 1500•psf~A Pall := 1500•psf•A Pall := 1500•psf~A Pall ~ 1500•psf~A Pall = 1500•psf•A Pall = 2649.416 Pall = 471016 Pall = 4166.71b Pall = 8166.71b Pall = 10666.716 ALLOWABLE LOAD ON CONTINUOUS FOOTING: 12 inch wide: Capacity 1500 psf X 121nches = 1500 plf erso Project ago - 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