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<br />GENERAL NOTES:
<br />PLAN NOTES;
<br />(Q
<br />HAZARDOUS L❑CATIONS
<br />d
<br />1, WIND DESIGN SPEED = 110 MPH (3 sec gust)
<br />2, WIND IMPORTANCE FACTOR = 1,15 FOR ENCLOSED STRUCTURE
<br />GROUP "B"
<br />3. WIND EXPOSURE CATEGORY= "B"
<br />4, INTERNAL PRESSURE C❑EFFICIENT = +18/-18 (ENCLOSED BLDG)
<br />APPLICABLE CODES
<br />THE FOLLOWING CODES WILL APPLY TO CONSTRUCTION
<br />2007 FLORIDA BUILDING CODE w/2009 SUPPLEMENTS
<br />2007 FLORIDA BUILDING CODE., PLUMBING w/2009 SUPPLEMENTS
<br />2007 FLORIDA BUILDING CODE, MECHANICAL w/2009 SUPPLEMENTS
<br />2007 FLORIDA BUILDING CODE,, FUEL GAS w/2009 SUPPLEMENTS
<br />2007
<br />FLORIDA
<br />ENERGY EFFICIENCY CODE FOR
<br />BUILDING
<br />C❑NSTRUCTI❑N
<br />2007
<br />FLORIDA
<br />ACCESSIBILITY CODE
<br />BUILDING
<br />CONSTRUCTION
<br />2009
<br />NATIONAL
<br />ELECTRICAL CODE
<br />2009
<br />NFPA 101
<br />LIFR SAFETY CODE
<br />2007
<br />FLORIDA
<br />FIRE PREVENTION CODE
<br />DESIGN CRITERIA;
<br />ALLOWABLE SOIL BEARING=2000psf (VERIFY BY SOILS TESTING COMPANY)
<br />CONCRETE FOR FOOTINGS, BOND BEAMS, FILLED CELLS AND CAST -IN -PLACE
<br />COLUMNS SHALL HAVE MIN. C❑MPRESSIVE STRENGTH OF 3000 psi @ 28 DAYS.
<br />CONCRETE FOR WALKS AND SLAB ON GRADE SHALL HAVE A MIN. C❑MPRESSIVE
<br />STRENGTH OF 3000 psi @ 28 DAYS (CHECK LOCAL CODES ON PSI)
<br />CONCRETE BLOCK Fm=2000psi (TYPE I)
<br />MORTAR ASTM C270 Ft= 2000psl (TYPE S)
<br />REINFORCING STEEL SHALL COMPLY WITH ASTM "A615
<br />GRADE 40 (Fy=40,000psi)
<br />ANCHOR BOLTS SHALL COMPLY WITH ASTM A36 STEEL
<br />FOOTING SHALL BE PLACED IN UNDISTURBED SOIL OR CLEAN, WELL GRADED BACKFILL
<br />MATERIAL, FIRMLY MAX DRY DENSITY COMPACTED TO 95%
<br />DESIGN SHALL COMPLY WITH THE STANDARD FOR HURRICANE RESISTANT
<br />RESIDENTIAL CONSTRUCTION (SSTD 10-99)
<br />INTERIOR REQUIREMENTS
<br />FLAME SPREAD/SMOKE DEV.-EXIT ACCESS UNSPRK+ TYPE 'B' FLAMESPREAD 26-75 SMOKE DEV, 0-450
<br />FLAME SPREAD/SMOKE DEV.-EXIT ACCESS SPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV, 0-450
<br />FLAME SPREAD/SMOKE DEV.-OTHER SPACES UNSPRKI TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV. 0-450
<br />FLAME SPREAD/SMOKE DEV.-OTHER SPACES SPRKI TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV. 0-450
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND
<br />THEREFORE AGREES TO HOLD HARMLESS, MEMNITY, AND DEFEND DESIGNER FROM ALL
<br />CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT
<br />OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO
<br />PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE
<br />DESIGNDER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION.
<br />6
<br />1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE 2007 FLA. BLDG.
<br />CODE, 2009 SUPPLEMENTS AND SHALL FOLLOW ALL LOCAL CODES,RULES,
<br />REGULATIONS, AND ❑RDIANCES.
<br />2. ALL WORK SHALL BE COMPLETED IN A NEAT AND CRAFTSMANLIKE MANNER
<br />AND UPON COMPETITION SHALL BE INSPECTED BY THE GENERAL
<br />REGULATIONS, AND ❑RDIANCES.
<br />3. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS.
<br />4. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL REQUIRED PERMITS.
<br />5. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISPOSAL OF
<br />THEIR RELATED REFUSE.
<br />6. ALL CONDITIONS, DRAWINGS, DIMENSIONS, ETC, SHALL BE FIRST VERIFIED BY
<br />THE GENERAL BLDG, CONTRACTOR AND SUB -CONTRACTORS PRIOR TO THE
<br />ORDERING OF MATERIALS AND CONSTRUCTION FOR DELETIONS, ERRORS,
<br />AND/OR ❑MISSIONS. FAILURE TO NOTIFY THL ENGINEER SHALL RELIEVE THE
<br />ENGINEER FROM RESPONSIBILITY AND ANY CORRECTIVE COSTS,
<br />7. ANY ALTERATIONS OR DEVIATION FROM THESE DRAWINGS SHALL BE MADE
<br />WITH THE COMBINED APPROVAL OF THE OWNER AND THE ENGINEER. ITEMS
<br />NOT APPROVED SHALL RELIEF THE OWNER AND THE ENGINEER OF
<br />RESPONSIBILITY AND ANY COSTS TO CORRECT THE ALTERATION OR
<br />DEVIATION.
<br />8. CONTRACTOR SHALL PROVIDE ALL NECESSARY AND REQUIRED BLOCKING,
<br />BRACING AND SECURING OF ALL MATERIAL AND EQUIPMENT AS REQUIRED.
<br />9, ALL WOOD SPECIFIED SHALL BE PINE, FIR OR SPRUCE NO. 2 GRADE OR
<br />BETTER AND PRESSURE TREATED WHERE REQUIRED.
<br />10. ALL PREFABRICATED BRACKETS AND CONNECTORS TO BE INSTALLED IN
<br />ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
<br />11. ALL WINDOWS AND DOORS TO BE INSTALLED PER MFR. INSTRUCTIONS/
<br />SPECIFICATION AND MUST BE RATED TO SATISFY SPECIFIED WIND PRESSURES,
<br />12. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
<br />OR SCHEDULE.
<br />13. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
<br />LARGE SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE
<br />DRAWINGS.
<br />14. CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY FROM THE
<br />AUTHORITY HAVING JURISDICTION UPON COMPLETION OF THIS WORK,
<br />15. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A MINIMUM OF ONE YEAR
<br />AFTER COMPLETION OF WORK.
<br />CODE REQUIREMANTS
<br />FLORIDA BUILDING CODE
<br />2007 ED, w/2009 SUPPLEMENTS
<br />OCCUPANCY
<br />GROUP "B" BUSINESS
<br />SPECIAL OCCUPANCY
<br />STORAGE SEPARATION (1) HOUR
<br />REQUIREMENTS
<br />CONSTRUCTION TYPE
<br />TYPE II, UNPROTECTED
<br />ALLOWABLE AREA
<br />AREA; 2880 SF
<br />& HEIGHT
<br />HEIGHT; <20'
<br />FIRE RESISTANCE -
<br />C❑RRI (1) HOUR
<br />SEPARATION p,
<br />CORRI B-CLG, (1) HOUR
<br />FIRE ALARM SYSTEM
<br />MANUA ULL STATIONS @
<br />EXIT D MOKE DECTECTORS
<br />IN SUP D RETURN AIR DUCTS,ST❑RAG NNS
<br />MS, RESTRO❑MS
<br />EMERGENCY LIGHTING
<br />BATTERY POWERED EMERGENCY
<br />LIGHTING W/INTEGRAL CHARGER
<br />IN ALL OCCUPIED AREA'S
<br />EXIT LIGHTS
<br />BATTERY POWERED EXIT
<br />LIGHTING W/INTEGRAL CHARGER
<br />& TEST LIGHT
<br />FIRE SUPPRESSION
<br />PORTABLE FIRE EXTINGUISHERS
<br />KIDDE
<br />MIN. NUMBER OF EXITS
<br />(2) REQUIRED
<br />(2) PROVIDED
<br />MAXIMUM TRAVEL
<br />75' W/ A 20 FT MAXIMUM
<br />DISTANCE
<br />DEAD END
<br />MIN. CEIRRI-DOR
<br />44"
<br />MIN CLEAR OPENING
<br />32"
<br />OF EXIT DOORS (IN);
<br />1. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE
<br />ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE
<br />EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS,
<br />2. ALL PLUMBING, ELECTRICAL, MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION.
<br />3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
<br />THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. FBC 104.2.6
<br />4. CONDENSE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0' AWAY FROM
<br />BUILDING SIDE WALLS, FBC 1503.4.4
<br />5. IRRIGATION/SPRINKLER SYSTEMS INCLUDING RISERS AND SPRAY HEADS SHALL NOT
<br />BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALL. FBC 1503.4.4
<br />6. TO PROVIDE FOR INSPECTIONS FOR TERMITE FOR INFESTATION, BETWEEN WALL COVERING
<br />AND FINAL EARTH SHALL NOT BE LESS THAN 6 INCHES.
<br />7. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE
<br />FBC 1816.1.1
<br />8. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING
<br />SPACES BOXED OR FORMED, FBC 1816.1.2
<br />9. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC.,
<br />SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS
<br />MUST BE OF A SIZED AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF S❑IL AFTER
<br />THE INITIAL TREATMENT. FBC 1816.1.3
<br />10, MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS
<br />REQUIRED. FBC 1816.1.4
<br />11, CONCRETE ❑VERP❑UR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT, FBC 1816.1.5
<br />12. S❑IL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 1'-0' OF THE STRUCTURAL SIDE WALL. FBC 1816.1.6
<br />13, ALL EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
<br />IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. FBC 1816.1.6
<br />14. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. FBC 1816.1.7
<br />WITHIN 1'-0' OF THE STRUCTURAL SIDE WALL. FBC 1816.1.6
<br />15. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
<br />ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE, 'THE BUILDING HAS RECEIVED
<br />A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE
<br />TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' FBC 1816.1.7
<br />16. AFTER ALL WORK IS COMPLETE, LOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITHIN 1'-0' OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING, AND OTHER CELLULOSE CONTAINING MATERIAL. FhC 2303.1.3
<br />17. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
<br />WITHIN 15'-0' OF ANY BUILDING OR PROPOSED BUILDING. FBC 2303.1.4
<br />WINDOW AND DOOR NOTES;
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN
<br />ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STANDARD AND BEAR AN
<br />AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE
<br />CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />2 ALL EXTERIOR WINDOWS AND DOORS, SHALL BE ANCHORED PER PUBLISHED
<br />MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR
<br />THE PURPOSES OF GLAZING. (FBC 2403,2)
<br />1, GLAZING IN SWINGING DOORS AND FIXED AND SIDING PANALS OF SLIDING (PATIO)
<br />DOOR ASSEMBLIES AND OTHER FACILITIES WHERE SUCH GLAZING IS LOCATED 36'
<br />INCHES OR LESS MEASURED HORIZONTALLY FROM A STANDING SURFACE.
<br />2. GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS, WHIRL POOLS,
<br />SAUNAS, STEAM ROOMS, BATH TUBS, SHOWERS OR WALKING SURFACE WITHIN THE
<br />ENCLOSURE AND WHERE THE BOTTOM OF THE EXPOSED GLAZING IS LESS THAN
<br />60 INCHES MEASURED VERTICALLY ABOVE SUCH STANDING OR WALKING SURFACES,
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
<br />WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR
<br />IN A CLOSED POSITION AND THE WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
<br />ABOVE THE FLOOR OR WALKING SURFACE.
<br />EXCEPTIONiGLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A
<br />CLOSED P❑SITI❑N IN GROUP R-3/R-2 SHALL BE SUBJECT TO 2405.2.1 (4)
<br />4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE
<br />LOCATIONS IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL THE FOLLOWING
<br />C❑NDITI❑NSA
<br />4.1 EXPOSED AREA OF AN INDIVIDUAL FIXED OR OPERABLE PANE GREATER
<br />THAN 9 S.F.
<br />4.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR
<br />4.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR
<br />4.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF
<br />THE PLANE OF THE GLAZING
<br />5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT OR AREA ABOVE A
<br />WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND
<br />NON-STRUCTURAL IN -FILL PANELS.
<br />6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING
<br />POOLS AND SPAS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 18 (1)
<br />LESS THAN 60 INCHES ABOVE A WALKING SURFACE ON THE POOL SIDE OF THE
<br />GLAZING AND (2) THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE
<br />WATERS EDGE OF A SWIMMING POOL OR SPA. THIS SHALL
<br />BE APPLY TO SINGULAR GLAZING AND ALL PANES IN MULTIPLE GLAZING.
<br />SEE FBC 2405.2 FOR PRODUCTS, MATERIALS AND USES THAT ARE EXEMPT FROM
<br />THE ABOVE HAZARDOUS LOCATIONS.
<br />EXTERIOR WINDOWS & DOORS
<br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN
<br />ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STANDARD AND BEAR AN
<br />AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE
<br />CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />2. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1 1/2'
<br />THICK, SHALL BE ANCHORED THROUGH THE JAM INTO THE STRUCTURAL SUBSTRATE.
<br />3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1 1/2' OR GREATER, THE
<br />BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE
<br />STRUCTURE, WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAM INTO THE WOOD BUCK,
<br />4. THE WINDOW BUCK SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW.
<br />5. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR
<br />ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INDEX
<br />CONTRACTOR IS TO VERIFY ANY STRUCTURAL
<br />OR CODE REQUIREMENTS PRIOR TO CONSTRUCTION, AND TO BUILD ACCORDINGLY.
<br />CONTRACTOR TO VERIFY DIMENSIONING PRIOR TO CONSTRUCTION AND TO
<br />NOTIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAL CORRECTIONS PRIOR
<br />TO CONSTRUCTION.
<br />BUILD - OUT
<br />SHT# ARCHITECTURAL
<br />1 Al TITLE / GENERAL INFORMATION
<br />2 A2 FLOOR PLAN - FIRE SAFETY PLAN
<br />3 A3 PLUMBING - WALL SECTIONS
<br />4 A4 ELECTRICAL PLAN
<br />Please be advised this review of plans submitted is s
<br />on" to assist the contractor in compliance wNh
<br />applicable fee safety codes. This review is not intended
<br />to be a final appcval of the submitted plans. It is the
<br />cwtaclor's sole responsibility to ensure that the plans are in
<br />cornpleb compliance with al applicable NFPA codes and
<br />loaf adinences. In the went that further examination or
<br />she inspection reveals areas of non -Compliancy:, it shall be
<br />CM*acws sole responsibility, at their sole expense to
<br />bring those areas in compliance. The City assumes no
<br />regvm biMty for the contractor's failure to be in compliance
<br />with aN applicable NFPA Codes and local ordinances.
<br />iUBM=ED PLAN(S) HAV BEEN REVIEWED
<br />BY ZEPHYRHILLS AL'S OFFI
<br />Date:
<br />Rediewer:
<br />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILING CODES, FLORIDA BUILDWG
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYR HILLS ORDINANCES
<br />DESIGN PLANS BY RICK
<br />813- 765-9793
<br />ENGINEERS NOTES JOB NO.
<br />2007-C10
<br />SCALE DATE SHEET 1 OF 24
<br />24 1 E 2997
<br />DESIGN/DRAWN CHECKED A 1
<br />R. GOLLHARDT
<br />�I
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