| Date |
Text |
| 2007-02-28 14:25:50 | |
| | PLANS EXAMINER : KEN CONRAD |
| | PROJECT: 1201 SOUTH FLAGLER DRIVE |
| | |
| | NOTE: REQUIRE A PRELIMINARY INSPECTION AS PER FBC |
| | 109.2. BEFORE ISSUING A PERMIT, THE BUILDING OFFICIAL |
| | IS AUTHORIZED TO EXAMINE OR CAUSE TO BE EXAMINED |
| | BUILDINGS, STRUCTURES AND SITES FOR WHICH AN |
| | APPLICATION HAS BEEN FILED. |
| | |
| | |
| | A) FOR NEW CONSTRUCTION REPAIR/PERMITTED MATERIALS: |
| | FEBC SECTION 401.2 EXCEPT AS OTHERWISE REQUIRED HEREIN, |
| | WORK SHALL BE DONE USING MATERIALS PERMITTED BY THE |
| | APPLICABLE CODE FOR NEW CONSTRUCTION OR USING LIKE |
| | MATERIALS SUCH THAT NO HAZARD TO LIFE, HEALTH AND |
| | PROPERTY IS CREATED. |
| | |
| | B)2004 FL. BLD CODE 1603.1.4 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. |
| | |
| | C) FEBC 401.3 THE WORK SHALL NOT MAKE THE BUILDING LESS |
| | CONFORMING TO THE BUILDING, PLUMBING, |
| | ELECTRICAL,MECHANICAL OR FIRE CODES OF THE |
| | JURISDICTION, OR TO ALTERNATIVE MATERIALS, DESIGN AND |
| | METHODS OF CONSTRUCTION, OR ANY PREVIOUSLY APPROVED |
| | PLANS , MODIFICATIONS, ALTERNATIVE METHODS, OR |
| | COMPLIANCE ALTERNATIVES, THAN IT WAS BEFORE THE REPAIR |
| | WAS UNDERTAKEN. |
| | |
| | D) FEBC 404.1 REPAIRS SHALL BE DONE IN A MANNER THAT |
| | MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED. |
| | |
| | E) FEBC 405.1 GENERAL. REPAIRS SHALL BE DONE IN A |
| | MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED |
| | FOR THE MEANS OF EGRESS. |
| | |
| | F) FEBC 406.1 GENERAL. REPAIRS SHALL BE DONE IN |
| | ACCORDANCE WITH CHAPTER 11 OF THE FBC ACCESSIBILITY |
| | SECTION. |
| | |
| | G) FEBC 407.2 REDUCTION OF STRENGTH. REPAIRS SHALL NOT |
| | REDUCE THE STRUCTURAL STRENGTH OR STABILITY OF THE |
| | BUILDING, STRUCTURE OR ANY INDIVIDUAL MEMBER THEREOF. |
| | |
| | H) FEBC 407.3.1 NEW STRUCTURAL FRAME MEMBERS. NEW |
| | STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF DAMAGED |
| | BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS, SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE. |
| | |
| | PLANS EXAMINER : KEN CONRAD |
| | PROJECT: 1201 SOUTH FLAGLER DRIVE |
| | |
| | NOTE: REQUIRE A PRELIMINARY INSPECTION AS PER FBC |
| | 109.2. BEFORE ISSUING A PERMIT, THE BUILDING OFFICIAL |
| | IS AUTHORIZED TO EXAMINE OR CAUSE TO BE EXAMINED |
| | BUILDINGS, STRUCTURES AND SITES FOR WHICH AN |
| | APPLICATION HAS BEEN FILED. |
| | |
| | |
| | A) FOR NEW CONSTRUCTION REPAIR/PERMITTED MATERIALS: |
| | FEBC SECTION 401.2 EXCEPT AS OTHERWISE REQUIRED HEREIN, |
| | WORK SHALL BE DONE USING MATERIALS PERMITTED BY THE |
| | APPLICABLE CODE FOR NEW CONSTRUCTION OR USING LIKE |
| | MATERIALS SUCH THAT NO HAZARD TO LIFE, HEALTH AND |
| | PROPERTY IS CREATED. |
| | |
| | B)2004 FL. BLD CODE 1603.1.4 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. |
| | |
| | C) FEBC 401.3 THE WORK SHALL NOT MAKE THE BUILDING LESS |
| | CONFORMING TO THE BUILDING, PLUMBING, |
| | ELECTRICAL,MECHANICAL OR FIRE CODES OF THE |
| | JURISDICTION, OR TO ALTERNATIVE MATERIALS, DESIGN AND |
| | METHODS OF CONSTRUCTION, OR ANY PREVIOUSLY APPROVED |
| | PLANS , MODIFICATIONS, ALTERNATIVE METHODS, OR |
| | COMPLIANCE ALTERNATIVES, THAN IT WAS BEFORE THE REPAIR |
| | WAS UNDERTAKEN. |
| | |
| | D) FEBC 404.1 REPAIRS SHALL BE DONE IN A MANNER THAT |
| | MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED. |
| | |
| | E) FEBC 405.1 GENERAL. REPAIRS SHALL BE DONE IN A |
| | MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED |
| | FOR THE MEANS OF EGRESS. |
| | |
| | F) FEBC 406.1 GENERAL. REPAIRS SHALL BE DONE IN |
| | ACCORDANCE WITH CHAPTER 11 OF THE FBC ACCESSIBILITY |
| | SECTION. |
| | |
| | G) FEBC 407.2 REDUCTION OF STRENGTH. REPAIRS SHALL NOT |
| | REDUCE THE STRUCTURAL STRENGTH OR STABILITY OF THE |
| | BUILDING, STRUCTURE OR ANY INDIVIDUAL MEMBER THEREOF. |
| | |
| | H) FEBC 407.3.1 NEW STRUCTURAL FRAME MEMBERS. NEW |
| | STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF DAMAGED |
| | BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS, SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE. |
| | |
| | I) FEBC 407.3.4 OTHER UNCOVERED STRUCTURAL ELEMENTS. |
| | WHERE IN THE COURSE OF CONDUCTING REPAIRS OTHER |
| | UNCOVERED STRUCTURAL ELEMENTS ARE FOUND TO BE UNSOUND |
| | OR OTHERWISE STRUCTURALLY DEFICIENT, SUCH ELEMENTS |
| | SHALL BE MADE TO CONFORM TO THE REQUIREMENTS OF |
| | 407.3.2.1.1 OF THE EXISTING BUILDING CODE. |
| | |
| | J) THE NEWLY REPAIRED WALLS SHALL CONFORM TO THE |
| | REQUIREMENTS OF FBC 1403.2, WEATHER PROTECTION. |
| | EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A |
| | WEATHER RESISITANT EXTERIOR WALL ENVELOPE. THE EXTERIOR |
| | WALL ENVELOPE SHALL INCLUDE FLASHING, AS DESCRIBED IN |
| | SECTION 1405.3. THE EXTERIOR WALL ENVELOPE SHALL BE |
| | DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT |
| | THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY |
| | PROVIDING A WATER RESISTIVE BARRIER BEHIND THE EXTERIOR |
| | VENEER AS DESCRIBED IN SECTION 1404.2 AND A MEANS FOR |
| | DRAINING WATER THAT ENTERS THE ASSEMBLY TO THE EXTERIOR |
| | OF THE VENEER, UNLESS IT HAS BEEN DETERMINED THAT THE |
| | PENETRATION OF THE WATER BEHIND THE VENEER SHALL NOT BE |
| | DETRIMENTAL TO THE BUILDING PERFORMANCE. ALL EXTERIOR |
| | FINISHES SHALL BE APPLIED IN ACCORDANCE WITH THE |
| | MANUFACTURE'S SPECIFICATIONS OF INSTALATION |
| | INSTRUCTIONS. PROTECTION AGAINST CONDENSATION IN THE |
| | EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE |
| | WITH CHAPTER 13 OF THE FLORIDA BUILDING CODE, |
| | BUILDING. |
| | |
| | K) ALL NEWLY INSTALLED BRICK SHALL CONFORM TO ASTM C55 |
| | AS PER FBC 2103.1. |
| | |
| | L) AS PER FBC 2103.11.5, MORTAR SHALL CONFORM TO ASTM |
| | C-270. |
| | |
| | M) REQUIRE AN ON-SITE ENGINEER TO MONITOR WORK |
| | IN-PROGRESS AND PROVIDE CERTIFICATE OF COMPLIANCE AS |
| | PER FBC 105.14 DUE TO THE COMPLEXITY OF THE REPAIR. |
| | |
| | N) REQUIRE CONCRETE RESTORATION REPAIR DETAILS FOR THE |
| | BALCONIES PREPARED BY A LICENSED PROFESSIONAL ENGINEER. |
| | SUBMIT ALL PRODUCT APPROVALS AND/OR MANUFACTURER'S |
| | SPECIFICATIONS. |
| | |
| | O) SEPARATE MECHANICAL, ELECTRICAL AND PLUMBING PERMITS |
| | MAY BE REQUIRED. |
