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BLD2010-0931
fi MOBILE BUIL Manufaturer: ProJ.# Date: DING W/ PAD FOUNDATION iec-Zoos NWBS hype: 13x30-Office Canopy World, 21508 Highway 99, 10133 - To: Edmonds 9-Nov-10 # 33.1 Sfate: WA E. La#eras Design '[. Longitudinal t�todule Walts Loaded (Long C�lodule Wai[s) Factor of Safety Against �ver�uming) Unit 1lltind Load, UWL = {Wht+Rh#}*Pw�L= Unit Seismic Load,USL = Wi`pst Angle of Anchor Strap, Asa, Radians Effective Soil Anchor Resistance, ESAR @Asa ° = Building Weight Foundation Friction Factor Building Wt Faetar = Gravity Resistance, GR =Module WT *Friction Factor" Buifdjng 1IIIi Factor = ATM = Laterla Load*wht12 RM =Building Wt*W/2 Factor of Safety = RMIOTM - 10 No Usk: � �3) Anchors, �[irt., Near Ends � Spaced Equalty Between 2. Lateral Module Walls Loaded (Short Module Walls) 1.5 48831bs Governs 1892 Ibs 0.79 45 degrees 2228 Ibs. 13563 Ibs 0.40 0% 0 Ibs. 9223 Ft-Ibs 88160 Ft-Ibs Uplift Anchors Required Unit Wind Load, UWL = (Wht+Rht)*Pw = 2088 Ibs Governs Unit Seismic Lateral Load, USLL = L`pst = 1892 Ibs Angle of End Anchor Strap, Asea, Radians 0.79 45 degrees Effect. End Soil Anchor Resist.., ELSAR @Asa° = 2217 Ibs. Building Weight = 13563 Ibs Foundation Friction Factor= 0.40 Building Wt Factor = � 0% Gravity Resistance, GR =Module WT *Friction Factor' Building Wt Factor = o Ibs. OTM = Lateria Load*wht/2 10180 Ft-Ibs RM =Building Wt'W/2 203447 Ft-Ibs Factor of Safety = RM/OTM 20 No Uplift Anchors Required Use: ('1) Anchors, Min., Near Camer 8� Spaced Equally Between pnstall Corner Endwall Anchors at 45') . ,. Page 18 � - T