| 2005-11-29 00:00:00 | 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 |
| | 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 |