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GENERAL NOTES:
<br />THIS BUILDING HAS .BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE SOIL TERMITE TREATMENT:
<br />AND 2009 SUPPLEMENTS
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />T,L HANSON t ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />DESIGN OF THIS STRUCTURE A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />FOLLOWING SUPERIMPOSED LOADS SHALL STATE, (PER FBC R320.1)
<br />FLOORS:
<br />LIVE LOADS - 40 P.S.F.
<br />DEAD LOADS - 10 P.S.F.
<br />C1_
<br />-..
<br />LIVE LOADS - 50 P.S.F.
<br />DEAD LOADS - 10 P,S,F,
<br />LIVE LOADS - 16 P.S.F.
<br />DEAD LOADS - 10 P.S.F,
<br />WIND DESIGN ASSUMPTIONS:
<br />WIND SPEED 120 MPH
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR ■ 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT t EXPOSURE AO"TMENTS COEFFICIENT . 1,o
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT • + / - 0.18
<br />COMPONETS t CLADDING PSF ROOF • 14,9/-50,1 WALL ■ 23,9/-34,1
<br />OVER HANG ■ -81.2
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING
<br />T,L. HANSON i ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />T,L HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB
<br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.S.F.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR
<br />es REBAR , 30" FOR •6 REBAR t 35" FOR sl REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
<br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH R320,1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR, THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320,1,1)
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING i COMPACTION ARE COMPLETE ( PER FBC 320.1.2.)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1,2)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE < DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT ( PER FBC R320.1.3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC R320.1,4)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,1,5)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R3 w.w
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320,1,6)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALLS (PER FBC R320,1)
<br />AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC R320.8.3.)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS, PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC R104)
<br />ELECTRICAL LEGEND
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<br />WATER PROOF 110 V SINGLE POLE
<br />DUPLEX OUTLET STANDARD SWITCH
<br />CEILINGS FAN
<br />WITH LIGHT KIT
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />VWC" AND FOUND IT TO BE N COMPLIANCE WfTH CHAPTER
<br />16, OWTION *M OF THE FLORIDA WLDING CODE FOR 120 MPH
<br />(3 SECOND MST) WND ZONE - 100 MPH FASMT SPEED AND THE
<br />ENTIRE 200T KLORVA WWM CODE, AND ALL WOO SUPPLEMENTS
<br />t11L Ito
<br />T.L, HANWN P.E. LICENSE NO. 396U
<br />P.O. 15OX rt*, DADE CITY, FL 33526
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<br />COVERED
<br />WALK 32S
<br />COVERED
<br />DECK 528
<br />TOTAL 851
<br />PGA
<br />4 0F,5
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