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 |