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-J <br />EAST 54 MINI STORAGE <br />SUBMITTED TO 0 <br />0 <br />JOHN BOUNDER <br />3f3461 CR 54 <br />ZEPFIYRHILL >, FLORIDA 33540 <br />PHONE: (813) 788 -5969 <br />FAX: (f313) 7E38 -5969 <br />BUILDING <br />to It <br />BUILDING <br />"2" <br />BUILDING <br />' *1 <br />BUILDING <br />03 4" <br />F�r'✓II;V'JEO <br />OAT E q � <br />BUI! > > ^ INCi DEPT APPR9YE0 v to <br />BUILDING CODE : <br />M <br />N <br />M <br />N <br />m <br />0 <br />SCHEDULE OF DRAWINGS <br />DRAWING NO. DESCRIPTION <br />CS . . . . . . . . . . . COVER SHEET <br />S1 . . . . . . . . . . . ELEVATIONS & NOTES <br />S2 . . . . . . . . . . . FLOOR PLANS & CROSS SECTIONS <br />S3 . . . . . . . . . . . FLOOR PLANS, CROSS SECTION & DETAIL <br />Fl . . . . . . . . . . . FOUNDATION PLANS & NOTES <br />ZEPHYRFIILLS, FLORIDA <br />BU ILDING <br />0 <br />BUILDING DESCRIP : <br />SIN LE STORY METAL BUILDINGS BOLTED <br />TO CONCRETE SLAB FOUNDATIONS. <br />8 EA VE HEIG -11T <br />BUILDING SIZE : <br />THE 2001 FLORIDA BUILDING CODE <br />ALL WORK SHALL CO:W'LY WITH ALL <br />PREVAIL NG CODES, FLORIDA BUILDM <br />CODE, NATIONAL ELEC'TTL'C CODE AND <br />CITY OFZEPHYRIULLS ORDIINXNCES <br />96 PHYR SILL <br />Y ;vvl <br />A . P <br />PARKING DATA : <br />DESIGN CRITERIA : <br />n <br />DATA <br />20' x <br />F'.RECTION DRAWINGS <br />ERC01OX <br />sq. <br />ERC20OX <br />X <br />70' = <br />1,400 <br />ERC620X <br />ft. <br />ERC753X <br />70' = <br />ERC015X <br />sq. <br />ERC201X <br />30' x <br />ERC50OX <br />2,100 <br />ERC621X <br />I ERC622X <br />ft. <br />ERC754X <br />ERC10OX <br />sq. <br />ERC202X <br />ERC505X <br />ERC80OX <br />ERC105X <br />ERC203X <br />ERC506X <br />ERC623X <br />ERC900X <br />ERC106X <br />ERC204X <br />ERC515X <br />ERC624X <br />ERC901X <br />ERC110X <br />ERC206X <br />ERC60OX <br />ERC625X <br />ERC902X <br />ERC112X <br />ERC207X <br />ERC601X <br />ERC626X <br />ERC903X <br />ERC115X <br />ERC208X <br />ERC602X <br />ERC650X <br />ERC904X <br />ERC120X <br />ERC209X <br />ERC603X <br />J ERC604X <br />ERC651X <br />ERC905X <br />ERC130X <br />ERC250X <br />ERC652X <br />ERC907X <br />ERC150X <br />J ERC25OXFHP <br />ERC605X <br />ERC70OX <br />ERC908X <br />ERC151X <br />ERC251X <br />ERC606X <br />ERC71OX <br />ERC91OX <br />ERC152X <br />ERC261XFHP <br />ERC607X <br />ERC711X <br />ERC911X <br />ERC153X <br />ERC252X <br />ERC608X <br />ERC712X <br />ERC912X <br />ERC154X <br />ERC251XFHP <br />ERC609X <br />ERC713X <br />ERC913X <br />ERC155X <br />IERC253X <br />ERC61OX <br />ERC720X <br />ERC914X <br />ERC175X <br />ERC254X <br />ERC611X <br />ERC725X <br />ERC915X <br />ERC176X <br />ERC255X <br />ERC612X <br />ERC730X <br />ERC916X <br />ERC177X <br />ERC256X <br />ERC613X <br />ERC731X <br />ERC917X <br />ERC178X <br />ERC257X <br />ERC614X <br />ERC731XFHP <br />ERC918X <br />ERC179X <br />ERC258X <br />ERC615X <br />I IERC732X <br />JERC919X <br />ERC180X <br />ERC302X <br />ERC616X <br />ERC732XFHP <br />ERC181X <br />ERC302X(IN ) <br />ERC617X <br />ERC750X <br />ERC182X <br />ERC41OX <br />JERC619X <br />RC618X <br />ERC751X <br />ERC183X <br />ERC411X <br />ERC752X <br />SCHEDULE OF DRAWINGS <br />DRAWING NO. DESCRIPTION <br />CS . . . . . . . . . . . COVER SHEET <br />S1 . . . . . . . . . . . ELEVATIONS & NOTES <br />S2 . . . . . . . . . . . FLOOR PLANS & CROSS SECTIONS <br />S3 . . . . . . . . . . . FLOOR PLANS, CROSS SECTION & DETAIL <br />Fl . . . . . . . . . . . FOUNDATION PLANS & NOTES <br />ZEPHYRFIILLS, FLORIDA <br />BU ILDING <br />0 <br />BUILDING DESCRIP : <br />SIN LE STORY METAL BUILDINGS BOLTED <br />TO CONCRETE SLAB FOUNDATIONS. <br />8 EA VE HEIG -11T <br />BUILDING SIZE : <br />THE 2001 FLORIDA BUILDING CODE <br />ALL WORK SHALL CO:W'LY WITH ALL <br />PREVAIL NG CODES, FLORIDA BUILDM <br />CODE, NATIONAL ELEC'TTL'C CODE AND <br />CITY OFZEPHYRIULLS ORDIINXNCES <br />96 PHYR SILL <br />Y ;vvl <br />A . P <br />PARKING DATA : <br />DESIGN CRITERIA : <br />n <br />DATA <br />20' x <br />70' = <br />1,400 <br />sq. <br />ft. <br />20' x <br />70' = <br />1,400 <br />sq. <br />ft. <br />30' x <br />70' = <br />2,100 <br />sq. <br />ft. <br />30' x <br />70' = <br />2,100 <br />sq. <br />ft. <br />TOTAL <br />1, 000 <br />sq. <br />ft. <br />SEE SITE PLAN BY OTHERS <br />THESE BUILDINGS HAVE BEEN DESIGNED TO <br />CONFORM TO . THE STRUCTURAL REQUIREMENTS <br />OF THE 2001 FLORIDA BUILDING CODE, <br />WITH CURRENT REVISIONS. <br />NOTE: <br />IF STRUCTURE IS LOCATED INSIDE WIND - -BORNE <br />DEBRIS REGION, THE BUILDING MUST HAVE <br />EXTERIOR GLAZING IMPACT RESISTANT PER CODE <br />SECTION 1606.1.4 (IF APPLICABLE) <br />NOTE: <br />THE FOLLOWING TABLES WERE UTILIZED IN WIND <br />LOAD DESIGN FOR THIS PROJECT: 1606.2A <br />1606.2B <br />1606.21) <br />�bIb\lbq- <br />FL03134 <br />THESE BUILDINGS HAVE BEEN DESIGNED <br />FOR THE FOLLOWING LIVE LOADINGS <br />IN ADDITION TO THE DEAD LOADINGS <br />ROOF LIVE LOADING: <br />FLOOR LIVE LOADING: <br />USE GROUP: <br />TYPE OF CONSTRUCTION: <br />BASIC WIND SPEED: <br />NOTE: SECTION 1606.2 APPLIES <br />WIND EXPOSURE: <br />:MEAN ROOF HEIGHT: <br />20 psf <br />FOR <br />°_ Tc AUG 19 2003 <br />BY <br />r <br />250 psf <br />Si <br />IV UNPROTECTED <br />110 mph <br />FA <br />8 ,_ 6 1/2 <br />IT IS THE RESPONSIBILITY OF THE BUYER /OWNER <br />TO VERIFY THE FIREWALL, LIVE LOAD AND WIND LOAD <br />REQUIREMENTS WITH THE LOCAL CODE AUTHORITY. <br />PROJECT NUMBER : <br />