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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
<br />6TH EDITION
<br />T.L ' HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
<br />COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />SLAB:
<br />LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD - 20 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2017 FLORIDA BUILDING CODE
<br />6TH EDITION SECTION 1609
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT 30'OR LESS
<br />HEIGHT & EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />SOIL BEARING & COMPACTION:
<br />COMPONENT & CLADDING WIND LOADS
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />1
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.7
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-38.2
<br />5
<br />N/A
<br />+35.3/-47.2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS & SLAB -ON -GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<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"
<br />FOR #5 REBAR, 30' FOR #6 REBAR & 35- FOR #7 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 BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM F-M OF 1,500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S.
<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 251,
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />BUILDING DATA:
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
<br />PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A"CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />DO NOT APPLY. A SIGNED FIVE YEAR 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.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING & COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS 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.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R318).
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />OCCUPANCY CLASSIFICATION: UTILITY MISC USE
<br />COMNSTRUCTION TYPE: VB
<br />FIRE PROTECTION: NON SPRINKLED
<br />RESTROOM: N/A
<br />TOTAL NEW BUILDING AREA 383 SQ. FT.
<br />NOT INCLUDING EXISTING STEEL CANOPY BUILDING
<br />CITY OF ZEPHYRHILLS
<br />EVENT CENTER
<br />AIRPORT ROAD
<br />ZEPHYRHILLS, FLORIDA 33542
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<br />PLAN INDEX:
<br />SHEET B 1: EXISTING FLOOR PLAN
<br />EXISTING ELEVATIONS
<br />DEMOLITION PLAN
<br />SHEET B 2: PROPOSED FLOOR PLAN
<br />PROPOSED ELEVATIONS
<br />FINISH SCHEDULE
<br />DOOR AND WINDOW SCHEDULE
<br />SHEET S 1: FOUNDATION PLAN
<br />CEILING JOIST PLAN
<br />INTERIOR STEEL STUD WALL DETAIL
<br />BUILDING CUT SECTION DETAIL
<br />SHEET S 2: EXISTING STEEL COLUMN WRAP DETAIL
<br />RAMP RAILING DETAIL
<br />REAR STAIR AND LANDING DETAIL
<br />FLAGPOLE DETAIL SHEET
<br />SHEET E 1: ELECTRICAL PLAN
<br />ELECTRICAL LEGEND SCHEUDLE
<br />ELECTRICAL NOTES
<br />ELECTRICAL SPECIFICATIONS
<br />HANSON HEADLEY
<br />PROFESSIONAL ENGINEERS
<br />ENGINEERING BUSINESS NO. EB6450
<br />PO BOX 1728
<br />DADE CITY, FL 33526
<br />(352) 521-5848
<br />5290 S. ROMANS AVE,
<br />INVERNESS, FIL 34452
<br />(352) 726-2332
<br />
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