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100'-011 DATE : SCALE: PAGE I 12/2 10 1/4 V-0 OUTSIDE EDGE OF SLAIB OUTSIDE EDGE OF SLAB MONO FOOTER REAR" MONO FOOTER REAR DESIGN SERVICES INC. t --------------------------------------------------------------------------------------------------------------------- ----- ------------------------------------- -------------------------------------------------------------------------------------------------------------------------- M05ILE/ OFFICE 352-206-5a2l OFFICE FAX 352-588-2342 THE IBAT141ROOM 15 LOCATED IN EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING R, .5. HANLEY P 0 BOX 1325 SAN ANTONIO IF THERE 15 ENOUGH DROP FOR FLA, 335-iro FAD5 FOR FRAME LINE #1 A GRAVITY DRAIN. IF NOT MOVE EMAIL: Han IsSOroeembarqmal 1. com LL () IT TO THE FRONT CORNER SAME CHAPTER 4 SECTION 412 #5 RESAR5 10" Oc 0 Lu 50TH DIRECTIONS SIDE, Lu (P GRADE -- — - — - — - — - — - 4*2.2.3 FLOOR SURFACE. FLOORS SHALL BE GIRA0ED AND DRAINED [.:I 411 U- (P Lu TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR ot 77-ri - OUTSIDE EDGE OF SLAB ju lu-1 FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL SEPERATOR 0 tu 0 TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. 0 I :3 0 Lu tu - a) 2x4 WALL FADS FOR FRAME LINES tL #2 and #3 :3 x uj w CONTROL JOINT5 LOCATIONS AIRE TO BE EDGE OF STEEL BUILDING ------------------ DETERMINED BY THE MASONRY CONTRACTOR. (p -------------- #5 REBARS b" Or - - BOTH DIRECTIONS VANITY GRADE 0(1) 4 MONOLITHIC SLAB 4" 3000 PSI MONOLITHIC CONCRETE SLAB 2xro WALL__� OVER CLEAN, TREATED AND COMPACTED SOIL. THE SOIL WILL BE TREATED FOR TERMITES AS PER THE DETAIL PAGE OF THIS PLAN. 6" x 6" 10/10 WIRE MESH OVER 6MIL. VISQUEEN FAD BIETWEEN FRONT DOORS I THE SLAB WILL SLOPE FROM THIS LINE PADS FOR PADS FOR VAPOR BARRIER WILL BE INSTALLED FOR TO THE CENTER OF THE AREA AS FRAME LINES FRAME LINES REINFORCING THE SLAB. 11'HIS FOUNDATION WAS EDGE OF STEEL BUILDING DETERMINED BY T+4E DRAIN. #2 and 03 *2 and #3 DESIGNED WITH A 2000 PSF SOIL BEARING CAPACITY. ------------- I ------------------ BOTH DIRECTIONS NFFIA 4013 A t GRADE IT A 41' 5.15 GROUNDING FACILITIES FOR STATIC ELECTRICITY tL 4 1-0 It YV nTHALL 5.15.1 AIRCRAFT STORAGE AND SERVICING AREAS OF HANGERS HOUSING OTHER THAN UNFUE1 AIRCRAFT SHALL BE PROVIDED Lu u- 11 ALLWORKS"ALLCOMPL SEPERATOR pnVA11Wj CODES, FV )W&BUIDING CODEKND IL - 0 b (3 0 WITH GROUNDING FACILITIES FOR REMOVAL AND CONTROL OF STATIC FLCTRICAL ACCUMULATONS ON AIRCRAFT WHILE THE ink w DRAIN IC CODE,NXTIONALELE -0 001NANCES Lu -6) Ln In AIRCRAFT ARE STORED OR UNDERGOING SERVICING IN THE HANGARS Lu CITY Of If o IN ACCORDANCE WITH 5.15.2 AND 5.15.3, 5.15.2 AN ADEQUATE NUMBER OF FLOOR-SROUNDINS tu 0 RECEPTACLES tu SHALL BE PROVIDED. THE RECEPTACLES SHALL BE EIT44ER MONO FOOTER "REAR" tu GROUNDED THROUGH INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE SYSTEM GROUNDED TO UNDERGROUND METAL PIPING SUCH AS COLD EDGE OF STEEL BUILDING 11avy OATE Y_ m -_ I- �:3 WATER OR SPRINKLER PIPING, OR DRIVEN ELECTRODES. WHEN DRIVEN ELECTRODES ARE USED, THEY SHALL CONSIST OF 15,13 MM (5/81NJ CITY EPHYRHILL,jt� 0 DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST I.5MM (5FT) PLANS NER. INTO THE GROUND. FLOOR -GROUNDING RECEPTACLES SHALL BE ------------- ------------ DESIGNED TO MINIMIZE THE TRIPPING HAZARD- ,1 11 0 - 11 ro -0 ro -0 5,15.3 GROUNDING WIRES SHALL ME MARE AND OF A GAUGE THAT 15 - - - - - - GRADE DURAE�LE TO WITHSTAND MECHANICAL STRAINS AND USAGE, 2'-4 HAIR -FIN FOUNDATION FILAN #5 REBAR x 40' TO WRAP ALL FOOTER AND PADS BEHIND THE ANCHOR BOLTS C14 ARE TO BE 24 DEEP. (TYPICAL AT 4 LOCATIONS AS NOTED): I MONO FOOTER "AFRON" CONTRACTOR: G. L. STEVE CONSTRUCTION PADS FOR APRON EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS PADS FOR FOR THE ANCHOR BOLT LAYOUT. FRAME LINES ZEPHYRHILLS, FLORIDA FRAME LINES 02 and 03 #2 and 03 ------------ -- — - — - - — - — - — - — - — -- GRADE AS JOB NAME AND ADDRESS'. f-2 ROMA VENTURES 11, INC, PRIME STEEL BUILDINGS 35'-4" 24 -5 of tu PARCEL I'D" ZEPHYRHILS CUT THE CONCRETE 50 THE CUTS AIRE SYMETRICAL TO THE MONO FOOTER "All ANCHOR BOLTS ul tu CITY AIRPORT ZEPHYRHILLS, FLORIDA tu BIFOLD OPENING tu EDGE OF STEEL BUILDING U- tu I AIRPLANE HANGER 1500 SF tu DIAMETER x 24" 21" EMBEDDED GRADE 3" EXPOBED 4714% 3/4"DIAmETER x 18" 15" EMBEDDED 1 T, L. HANSON ADD A 12" APRON ON THE FRONT SO THE eIFOLD r->oofR = - 'IT PAD etTWEEN 4 ASSOCIATES INC. CLOSE5 ON THE CONCRETE AND NOT OF THE SEAM OR CUT, FRONT i a CONSULTING ENGINNEERS ---------------------- ------ - -------------------- ------- ENGINEERING BUSSINESS NO. EB5&30 - 0 PADS FOR PADS FOR Po5t Office Box 1125 -1 11 FRAME LINE #1 ------------------------------------------------------------------------ ----------------- ------ -------------- F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRAME LINE #1 1 -+ I z -1 Dads.CltS, Florida 33526 (352) 521-5848 Thomas L. Hamon, PE 38654 ------------------------------------------------------------------ ------------- ------- - --------- ----------------------------------------- MONO FOOTER "APRON" I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION 160S OF THE FLORIDA BUILDING CODE FOR THE 64'-4 4'-0 13,-a -0 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, 100 1-0 11 RESIDENTIAL AND ALL 200S SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA51LITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS T.L. HANSON P.E. LICENSE NO. 3&654 IDEMNIFY, AND DEFEND DE516NER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT- T44E DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. P.O. BOX 112&, DADE CITY, FLA. 3352ro