Plan Review Notes
Plan Review Notes For Permit 05081350
Permit Number 05081350
Review Stop B
Sequence Number 1
Notes
Date Text
2005-11-29 00:00:00DENIED
  
 1)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE COUNTY IMPACT FEE STAMP DOES NOT
 HAVE THE PLAN REVIEW NUMBER ON THE
 PLANS. PLANS MUST BE RETURNED TO THE
 COUNTY TO HAVE THIS NUMBER NOTED ON THE
 PLANS.
  
 3) FL. BLD CODE 1606.1.7 THE
 FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 4) IN ORDER TO DETERMINE THE PERCENTAGE
 OF WALL AREA ALLOWED AS OPENINGS BY FBC
 TABLE 600, SUBMIT A SURVEY INDICATING
 THE LOCATIONS OF THE ASSUMED PROPERTY
 LINES BETWEEN THE BUILDINGS.
  
 5) PROVIDE AN AREA CALCULATION TABLE
 LISTING THE FLOOR AREA BREAKDOWNS BY
 FLOOR FOR EACH UNIT AND THE TOTALS FOR
 ALL SIX UNITS.
  
 6) THE FBC DOES NOT ALLOW HEIGHT AND
 AREA INCREASES FOR NFPA 13R SPRINKLER
 SYSTEMS. SEE FBC TABLE 500 FOOTNOTE (D).
  
 7) THE WALL AND FLOOR/CEILING ASSEMBLIES
 BETWEEN THE GARAGE AND LIVING SPACE ARE
 REQUIRED TO HAVE A ONE HOUR FIRE RATING.
  
 8) THE GUTTER DOWNSPOUTS ARE REQUIRED TO
 DISCHARGE ONE FOOT AWAY FROM THE
 STRUCTURE PER FBC 1503.4.4.
  
 9) THE DOOR TO THE EXIT STAIRS AT THE
 SECOND FLOOR MUST PROVIDE A 32" CLEAR
 OPENING FROM THE FACE OF THE DOOR TO THE
 STOP WITH THE DOOR OPEN 90 DEGREES. SEE
 FBC 1003.2.1 AND 1003.2.2
  
 10) SHOW COMPLIANCE WITH FBC MECH. TABLE
 403.3 FOR REQUIRED OUTDOOR AIR
 VENTILATION AT GARAGES OF 100 CFM PER
 CAR.
  
 11) WALL SECTION #4 ON A-7.01 IS
 MISLABELED FOR GENERAL NOTES 4 AN 10.
  
 12) SPECIFY THE EXTERIOR FINISH AT THE
 UNDERSIDE OF THE BAY WINDOW SHOWN ON
 A-7.1.1. SPECIFY THE EXTERIOR SHEATHING,
 LATH AND STUCCO. NOTE: SEE ASTM C 926
 FOR REQUIRED STUCCO THICKNESS.
  
 13) SPECIFY THE MEAN ROOF HEIGHT OF THE
 STRUCTURE. THIS IS THE VERTICAL DISTANCE
 FROM FINISHED GRADE TO THE A POINT AT
 THE AVERAGE HEIGHT OF THE ROOF.
  
 14) PROVIDE A DETAIL OF THE BALCONY
 GUARDRAILS. SPECIFY ATTACHMENTS, SPACING
 OF INTERMEDIATE RAILS, ETC.
  
 15) SPECIFY THE METHOD OF ATTACHMENT FOR
 THE ROOF TILES. THE PRODUCT APPROVAL
 THAT WAS SUBMITTED HAS AN ATTACHMENT
 RESISTANCE MOMENT OF 24.5 FT-LBF FOR
 MORTAR SET TILE. FOR 140 MPH EXPOSURE B
 WITH 40FT MRH, THE REQUIRED MOMENT IS
 28.3 FT-LBF. PLEASE REVISE ROOF TILE
 DETAILS TO COMPLY WITH CODE.
  
 16) UL ASSEMBLY U 906 HAS A 2 HOUR FIRE
 RATING NOT ONE HOUR AS SPECIFIED ON THE
 PLANS FOR WALL TYPES IN DETAILS 2 AND 6
 ON A-10.00.
  
 17) THE DRYWALL SPECIFIED IN THE RATED
 ASSEMBLY IN DETAIL 5 ON A 10.2.0 SHOULD
 BE FIRE-SHIELD C NOT "D". PLEASE
 CORRECT.
  
 18) PROVIDE INFORMATION FOR MECHINICAL
 DUCT PENETRATIONS THROUGH THE FIRE RATED
 ASSEMBLIES.
  
 19) TRUSS LAYOUT AND DRAWINGS ARE
 REQUIRED TO BE REVIEWED AND APPROVED BY
 THE DESIGNER OF RECORD FOR THE
 STRUCTURE.
  
 20) THE UPLIFT LOAD VALUES LISTED IN THE
 TRUSS ANCHOR SCHEDULE ON S-3 FOR THE
 SIMPSON HETAL 16 & 20 ARE INCORRECT.THE
 ONE THIRD STRESS INCREASE FOR STEEL
 CALCULATIONS IS NO LONGER ALLOWED. SEE
 THE 2005 SIMPSON CATALOG.
  
 21) THE HUGHES "USC" CONNECTORS ALSO
 HAVE INCORRECT UPLIFT VALUES. HUGHES WAS
 PURCHASED BY USP SEVERAL YEARS AGO AND
 IS LONGER IN BUSINESS. SEE THE 2005 USP
 CATALOG FOR VALUES. UPDATE THE TRUSS
 ANCHOR SCHEDULE.
  
 22) UNDER KEY NOTES/ LEGEND ON A-4.0 AND
 OTHER SHEETS REFERENCE IS MADE TO SHEET
 A-13 FOR THE WALL TYPES. HOWEVER, THERE
 IS NO SHEET A-13.
  
 23) THE ENERGY CALCULATIONS CONTAIN
 SEVERAL ERRORS. THESE ARE CONSIDERED
 MULTIFAMILY NOT SINLE FAMILY. THE
 ADJACENT WALL AT THE GARAGE IS WOOD
 FRAME AND THE CEILING INSULATION IS
 SPECIFIED AS R-20 ICYENE.
  
 24)PROVIDE MANUFACTURER'S SPECIFICATIONS
 FOR THE ICYENE INSULATION.
  
 25) PRODUCT APPROVALS SUBMITTED
 WITH PERMIT APPLICATION AFTER OCTOBER 1,
 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE
 AT WWW.FLORIDABUILDING.ORG. PRODUCTS
 WITH STATEWIDE APPROVAL ARE REQUIRED TO
 BE SUBMITTED WITH A COVER SHEET THAT
 LISTS THE PRODUCT IDENTITY NUMBER FROM
 THE STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. IN
 ADDITION TO THE COVERSHEET THE
 INSTALLATION INSTRUCTIONS OR PRODUCT
 EVALUATION AS LISTED ON THE STATE
 WEBSITE IS ALSO REQUIRED.
  
 26) SUBMIT STATE PRODUCT APPROVALS FOR
 THE TRUSS CONNECTORS AND GARAGE DOORS.
  
 27) THE MIAMI-DADE NOA FOR THE SINGLE
 HUNG WINDOWS HAS THE INFO FROM THE FIXED
 GLASS WINDOWS ATTACHED TO THE NOA
 COVERSHEET.
  
 28) SUBMIT MANUFACTURER'S SPECS. FOR THE
 DOOR CLOSERS.
  
 29) THE CALCULATED VALUE OF THE
 STRUCTURE HAS BEEN INCREASED TO
 $912,590.00. ADDITIONAL PERMIT FEES OF
 $2740.49 ARE REQUIRED.
  
 30) THE FIRST FLOOR PLAN ON SHEETS
 A-4.0.1 AND A-4.3.1 SHOW THE DOOR FROM
 THE GARAGE OPENING DIRECTLY INTO A GREAT
 ROOM. FBC 411.2.8 PROHIBITS OPENINGS
 FROM A PARKING GARAGE DIRECTLY INTO A
 ROOM USED FOR SLEEPING PURPOSES. PLEASE
 INDICATE ON THE PLANS AT THE GREAT ROOM
 THAT THIS ROOM IS NOT TO BE USED FOR
 SLEEPING PURPOSES.
  
 31) FIRE SPRINKLER PLANS ARE REQUIRED TO
 BE SUBMITTED WHEN REQUIRED FOR HEIGHT OR
 AREA INCREASE ALLOWED BY FBC TABLE 500.
 SEE FBC 903.2 AND 104.3.3.1.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 DENIED
  
 1)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE COUNTY IMPACT FEE STAMP DOES NOT
 HAVE THE PLAN REVIEW NUMBER ON THE
 PLANS. PLANS MUST BE RETURNED TO THE
 COUNTY TO HAVE THIS NUMBER NOTED ON THE
 PLANS.
  
 3) FL. BLD CODE 1606.1.7 THE
 FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 4) IN ORDER TO DETERMINE THE PERCENTAGE
 OF WALL AREA ALLOWED AS OPENINGS BY FBC
 TABLE 600, SUBMIT A SURVEY INDICATING
 THE LOCATIONS OF THE ASSUMED PROPERTY
 LINES BETWEEN THE BUILDINGS.
  
 5) PROVIDE AN AREA CALCULATION TABLE
 LISTING THE FLOOR AREA BREAKDOWNS BY
 FLOOR FOR EACH UNIT AND THE TOTALS FOR
 ALL SIX UNITS.
  
 6) THE FBC DOES NOT ALLOW HEIGHT AND
 AREA INCREASES FOR NFPA 13R SPRINKLER
 SYSTEMS. SEE FBC TABLE 500 FOOTNOTE (D).
  
 7) THE WALL AND FLOOR/CEILING ASSEMBLIES
 BETWEEN THE GARAGE AND LIVING SPACE ARE
 REQUIRED TO HAVE A ONE HOUR FIRE RATING.
  
 8) THE GUTTER DOWNSPOUTS ARE REQUIRED TO
 DISCHARGE ONE FOOT AWAY FROM THE
 STRUCTURE PER FBC 1503.4.4.
  
 9) THE DOOR TO THE EXIT STAIRS AT THE
 SECOND FLOOR MUST PROVIDE A 32" CLEAR
 OPENING FROM THE FACE OF THE DOOR TO THE
 STOP WITH THE DOOR OPEN 90 DEGREES. SEE
 FBC 1003.2.1 AND 1003.2.2
  
 10) SHOW COMPLIANCE WITH FBC MECH. TABLE
 403.3 FOR REQUIRED OUTDOOR AIR
 VENTILATION AT GARAGES OF 100 CFM PER
 CAR.
  
 11) WALL SECTION #4 ON A-7.01 IS
 MISLABELED FOR GENERAL NOTES 4 AN 10.
  
 12) SPECIFY THE EXTERIOR FINISH AT THE
 UNDERSIDE OF THE BAY WINDOW SHOWN ON
 A-7.1.1. SPECIFY THE EXTERIOR SHEATHING,
 LATH AND STUCCO. NOTE: SEE ASTM C 926
 FOR REQUIRED STUCCO THICKNESS.
  
 13) SPECIFY THE MEAN ROOF HEIGHT OF THE
 STRUCTURE. THIS IS THE VERTICAL DISTANCE
 FROM FINISHED GRADE TO THE A POINT AT
 THE AVERAGE HEIGHT OF THE ROOF.
  
 14) PROVIDE A DETAIL OF THE BALCONY
 GUARDRAILS. SPECIFY ATTACHMENTS, SPACING
 OF INTERMEDIATE RAILS, ETC.
  
 15) SPECIFY THE METHOD OF ATTACHMENT FOR
 THE ROOF TILES. THE PRODUCT APPROVAL
 THAT WAS SUBMITTED HAS AN ATTACHMENT
 RESISTANCE MOMENT OF 24.5 FT-LBF FOR
 MORTAR SET TILE. FOR 140 MPH EXPOSURE B
 WITH 40FT MRH, THE REQUIRED MOMENT IS
 28.3 FT-LBF. PLEASE REVISE ROOF TILE
 DETAILS TO COMPLY WITH CODE.
  
 16) UL ASSEMBLY U 906 HAS A 2 HOUR FIRE
 RATING NOT ONE HOUR AS SPECIFIED ON THE
 PLANS FOR WALL TYPES IN DETAILS 2 AND 6
 ON A-10.00.
  
 17) THE DRYWALL SPECIFIED IN THE RATED
 ASSEMBLY IN DETAIL 5 ON A 10.2.0 SHOULD
 BE FIRE-SHIELD C NOT "D". PLEASE
 CORRECT.
  
 18) PROVIDE INFORMATION FOR MECHINICAL
 DUCT PENETRATIONS THROUGH THE FIRE RATED
 ASSEMBLIES.
  
 19) TRUSS LAYOUT AND DRAWINGS ARE
 REQUIRED TO BE REVIEWED AND APPROVED BY
 THE DESIGNER OF RECORD FOR THE
 STRUCTURE.
  
 20) THE UPLIFT LOAD VALUES LISTED IN THE
 TRUSS ANCHOR SCHEDULE ON S-3 FOR THE
 SIMPSON HETAL 16 & 20 ARE INCORRECT.THE
 ONE THIRD STRESS INCREASE FOR STEEL
 CALCULATIONS IS NO LONGER ALLOWED. SEE
 THE 2005 SIMPSON CATALOG.
  
 21) THE HUGHES "USC" CONNECTORS ALSO
 HAVE INCORRECT UPLIFT VALUES. HUGHES WAS
 PURCHASED BY USP SEVERAL YEARS AGO AND
 IS LONGER IN BUSINESS. SEE THE 2005 USP
 CATALOG FOR VALUES. UPDATE THE TRUSS
 ANCHOR SCHEDULE.
  
 22) UNDER KEY NOTES/ LEGEND ON A-4.0 AND
 OTHER SHEETS REFERENCE IS MADE TO SHEET
 A-13 FOR THE WALL TYPES. HOWEVER, THERE
 IS NO SHEET A-13.
  
 23) THE ENERGY CALCULATIONS CONTAIN
 SEVERAL ERRORS. THESE ARE CONSIDERED
 MULTIFAMILY NOT SINLE FAMILY. THE
 ADJACENT WALL AT THE GARAGE IS WOOD
 FRAME AND THE CEILING INSULATION IS
 SPECIFIED AS R-20 ICYENE.
  
 24)PROVIDE MANUFACTURER'S SPECIFICATIONS
 FOR THE ICYENE INSULATION.
  
 25) PRODUCT APPROVALS SUBMITTED
 WITH PERMIT APPLICATION AFTER OCTOBER 1,
 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE
 AT WWW.FLORIDABUILDING.ORG. PRODUCTS
 WITH STATEWIDE APPROVAL ARE REQUIRED TO
 BE SUBMITTED WITH A COVER SHEET THAT
 LISTS THE PRODUCT IDENTITY NUMBER FROM
 THE STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. IN
 ADDITION TO THE COVERSHEET THE
 INSTALLATION INSTRUCTIONS OR PRODUCT
 EVALUATION AS LISTED ON THE STATE
 WEBSITE IS ALSO REQUIRED.
  
 26) SUBMIT STATE PRODUCT APPROVALS FOR
 THE TRUSS CONNECTORS AND GARAGE DOORS.
  
 27) THE MIAMI-DADE NOA FOR THE SINGLE
 HUNG WINDOWS HAS THE INFO FROM THE FIXED
 GLASS WINDOWS ATTACHED TO THE NOA
 COVERSHEET.
  
 28) SUBMIT MANUFACTURER'S SPECS. FOR THE
 DOOR CLOSERS.
  
 29) THE CALCULATED VALUE OF THE
 STRUCTURE HAS BEEN INCREASED TO
 $912,590.00. ADDITIONAL PERMIT FEES OF
 $2740.49 ARE REQUIRED.
 DENIED
  
 1)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE COUNTY IMPACT FEE STAMP DOES NOT
 HAVE THE PLAN REVIEW NUMBER ON THE
 PLANS. PLANS MUST BE RETURNED TO THE
 COUNTY TO HAVE THIS NUMBER NOTED ON THE
 PLANS.
  
 3) FL. BLD CODE 1606.1.7 THE
 FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 4) IN ORDER TO DETERMINE THE PERCENTAGE
 OF WALL AREA ALLOWED AS OPENINGS BY FBC
 TABLE 600, SUBMIT A SURVEY INDICATING
 THE LOCATIONS OF THE ASSUMED PROPERTY
 LINES BETWEEN THE BUILDINGS.
  
 5) PROVIDE AN AREA CALCULATION TABLE
 LISTING THE FLOOR AREA BREAKDOWNS BY
 FLOOR FOR EACH UNIT AND THE TOTALS FOR
 ALL SIX UNITS.
  
 6) THE FBC DOES NOT ALLOW HEIGHT AND
 AREA INCREASES FOR NFPA 13R SPRINKLER
 SYSTEMS. SEE FBC TABLE 500 FOOTNOTE (D).
  
 7) THE WALL AND FLOOR/CEILING ASSEMBLIES
 BETWEEN THE GARAGE AND LIVING SPACE ARE
 REQUIRED TO HAVE A ONE HOUR FIRE RATING.
  
 8) THE GUTTER DOWNSPOUTS ARE REQUIRED TO
 DISCHARGE ONE FOOT AWAY FROM THE
 STRUCTURE PER FBC 1503.4.4.
  
 9) THE DOOR TO THE EXIT STAIRS AT THE
 SECOND FLOOR MUST PROVIDE A 32" CLEAR
 OPENING FROM THE FACE OF THE DOOR TO THE
 STOP WITH THE DOOR OPEN 90 DEGREES. SEE
 FBC 1003.2.1 AND 1003.2.2
  
 10) SHOW COMPLIANCE WITH FBC MECH. TABLE
 403.3 FOR REQUIRED OUTDOOR AIR
 VENTILATION AT GARAGES OF 100 CFM PER
 CAR.
  
 11) WALL SECTION #4 ON A-7.01 IS
 MISLABELED FOR GENERAL NOTES 4 AN 10.
  
 12) SPECIFY THE EXTERIOR FINISH AT THE
 UNDERSIDE OF THE BAY WINDOW SHOWN ON
 A-7.1.1. SPECIFY THE EXTERIOR SHEATHING,
 LATH AND STUCCO. NOTE: SEE ASTM C 926
 FOR REQUIRED STUCCO THICKNESS.
  
 13) SPECIFY THE MEAN ROOF HEIGHT OF THE
 STRUCTURE. THIS IS THE VERTICAL DISTANCE
 FROM FINISHED GRADE TO THE A POINT AT
 THE AVERAGE HEIGHT OF THE ROOF.
  
 14) PROVIDE A DETAIL OF THE BALCONY
 GUARDRAILS. SPECIFY ATTACHMENTS, SPACING
 OF INTERMEDIATE RAILS, ETC.
  
 15) SPECIFY THE METHOD OF ATTACHMENT FOR
 THE ROOF TILES. THE PRODUCT APPROVAL
 THAT WAS SUBMITTED HAS AN ATTACHMENT
 RESISTANCE MOMENT OF 24.5 FT-LBF FOR
 MORTAR SET TILE. FOR 140 MPH EXPOSURE B
 WITH 40FT MRH, THE REQUIRED MOMENT IS
 28.3 FT-LBF. PLEASE REVISE ROOF TILE
 DETAILS TO COMPLY WITH CODE.
  
 16) UL ASSEMBLY U 906 HAS A 2 HOUR FIRE
 RATING NOT ONE HOUR AS SPECIFIED ON THE
 PLANS FOR WALL TYPES IN DETAILS 2 AND 6
 ON A-10.00.
  
 17) THE DRYWALL SPECIFIED IN THE RATED
 ASSEMBLY IN DETAIL 5 ON A 10.2.0 SHOULD
 BE FIRE-SHIELD C NOT "D". PLEASE
 CORRECT.
  
 18) PROVIDE INFORMATION FOR MECHINICAL
 DUCT PENETRATIONS THROUGH THE FIRE RATED
 ASSEMBLIES.
  
 19) TRUSS LAYOUT AND DRAWINGS ARE
 REQUIRED TO BE REVIEWED AND APPROVED BY
 THE DESIGNER OF RECORD FOR THE
 STRUCTURE.
  
 20) THE UPLIFT LOAD VALUES LISTED IN THE
 TRUSS ANCHOR SCHEDULE ON S-3 FOR THE
 SIMPSON HETAL 16 & 20 ARE INCORRECT.THE
 ONE THIRD STRESS INCREASE FOR STEEL
 CALCULATIONS IS NO LONGER ALLOWED. SEE
 THE 2005 SIMPSON CATALOG.
  
 21) THE HUGHES "USC" CONNECTORS ALSO
 HAVE INCORRECT UPLIFT VALUES. HUGHES WAS
 PURCHASED BY USP SEVERAL YEARS AGO AND
 IS LONGER IN BUSINESS. SEE THE 2005 USP
 CATALOG FOR VALUES. UPDATE THE TRUSS
 ANCHOR SCHEDULE.
  
 22) UNDER KEY NOTES/ LEGEND ON A-4.0 AND
 OTHER SHEETS REFERENCE IS MADE TO SHEET
 A-13 FOR THE WALL TYPES. HOWEVER, THERE
 IS NO SHEET A-13.
  
 23) THE ENERGY CALCULATIONS CONTAIN
 SEVERAL ERRORS. THESE ARE CONSIDERED
 MULTIFAMILY NOT SINLE FAMILY. THE
 ADJACENT WALL AT THE GARAGE IS WOOD
 FRAME AND THE CEILING INSULATION IS
 SPECIFIED AS R-20 ICYENE.
  
 24)PROVIDE MANUFACTURER'S SPECIFICATIONS
 FOR THE ICYENE INSULATION.
  
 25) PRODUCT APPROVALS SUBMITTED
 WITH PERMIT APPLICATION AFTER OCTOBER 1,
 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE
 AT WWW.FLORIDABUILDING.ORG. PRODUCTS
 WITH STATEWIDE APPROVAL ARE REQUIRED TO
 BE SUBMITTED WITH A COVER SHEET THAT
 LISTS THE PRODUCT IDENTITY NUMBER FROM
 THE STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. IN
 ADDITION TO THE COVERSHEET THE
 INSTALLATION INSTRUCTIONS OR PRODUCT
 EVALUATION AS LISTED ON THE STATE
 WEBSITE IS ALSO REQUIRED.
  
 26) SUBMIT STATE PRODUCT APPROVALS FOR
 THE TRUSS CONNECTORS AND GARAGE DOORS.
  
 27) THE MIAMI-DADE NOA FOR THE SINGLE
 HUNG WINDOWS HAS THE INFO FROM THE FIXED
 GLASS WINDOWS ATTACHED TO THE NOA
 COVERSHEET.
  
 28) SUBMIT MANUFACTURER'S SPECS. FOR THE
 DOOR CLOSERS.
  
 29) THE CALCULATED VALUE OF THE
 STRUCTURE HAS BEEN INCREASED TO
 $912,590.00. ADDITIONAL PERMIT FEES OF
 $2740.49 ARE REQUIRED.
  
 30) THE FIRST FLOOR PLAN ON SHEETS
 A-4.0.1 AND A-4.3.1 SHOW THE DOOR FROM
 THE GARAGE OPENING DIRECTLY INTO A GREAT
 ROOM. FBC 411.2.8 PROHIBITS OPENINGS
 FROM A PARKING GARAGE DIRECTLY INTO A
 ROOM USED FOR SLEEPING PURPOSES. PLEASE
 INDICATE ON THE PLANS AT THE GREAT ROOM
 THAT THIS ROOM IS NOT TO BE USED FOR
 SLEEPING PURPOSES.
  
 31) FIRE SPRINKLER PLANS ARE REQUIRED TO
 BE SUBMITTED WHEN REQUIRED FOR HEIGHT OR
 AREA INCREASE ALLOWED BY FBC TABLE 500.
 SEE FBC 903.2 AND 104.3.3.1.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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