Loading...
HomeMy WebLinkAbout4306 S COLLEGE AVE - SPECIAL INSPECTIONS - 1/17/1992Soy , Co Ilene Aue.,010e 17 January 1992 CITY OF FORT COLLINS Building Permits & Inspections,Division P.O. Box 580 Fort Collins, CO 80522-0580 Attn: Sharon Getz Re: APPLEBEE'S Restaurant Dear Sharon: This letter is to certify that the structural criteria used for for the building design are as follows: Roof dead load: 20 PSF Roof live load: 30 PSF Total roof load: 50 PSF Wind load: 100 MPH (Exterior walls) Raised floors: 100 PSF (Wood platforms) Calculation of drifting loads and uplift are according to procedures in the 1998 Uniform Building Code. Regards, John S. Sharpe AIA JOHN SHARPE A R C H I T E C T 3925 WEYEURN DRI\/E FORT WORTH, TEXAS 76109 (817) 926-2823 FAX 926-6876 or-m nr;xerox ieiecopier 'iu[u 8178266876-► 3032216378i# 2 17 January 1992 CITY OF FORT.COLLINS Building Permits & Inspections Division P.Q. Box 580 Fort Collins, Co 80522-0580 Attn: Sharon Getz Re: APPLEBEE' 8 Restaurant 43i°(° Sou`F� Dear Sharon: Callege Raet►ue This letter is to certify that the structural criteria used for for the building design are as follows: Roof dead load: 20 P8F Roof live load: 30 PSF Total roof load: 50 PSF Wind load: 100 MPH (Exterior walls) Raised floors: 100 PSF (Wood platforms) Calculation of drifting loads and uplift are according to procedures in the 1998 Uniform Building Code. Regards, 'f Colo John S. Sharpe AIAS. ` 90 sHARPE <, No.30" , JOHN SHARPE d• �� ,.. �.:_..: A IR G M S T C Q T % 2006 W$YnURN DRIVC `'�✓y! �ti. FDRT WORTK TCXAa 7610lP L.• "T�rl�. """�� C817) 994-OMO FAX !!6-6076