| Date |
Text |
| 2015-11-02 16:26:27 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15100589 |
| | ADD: 1600 N DIXIE HWY. |
| | CONT: RJS CONSTRUCTION GROUP, INC. |
| | TEL: (561)795-4712 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. NOV. 02/2015 |
| | ACTION: DENIED |
| | |
| | 1) THE A2.3 & M2 SHEETS SHOW 3 NEW RTU UNITS ON THE |
| | EXISITNG ROOF TOP. PLEASE PROVIDE A ROOF FRAMING PLAN |
| | SHOWING THE NEW ROOF TOP OPENINGS THE NEW FRAMING |
| | MEMBERS, HEADERS, HANGERS AND OR BUCKETS FOR THE NEW |
| | OPENINGS. 2014 FBC-B 2308.10.4.3. |
| | |
| | 2) PLEASE PROVIDE THE PRODUCT APPROVALS FOR THE NEW RTU |
| | ROOF TOP CURBS, ROOF PATCHING AROUND THE CURBS AND NEW |
| | EXHAUST VENT. 2014 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA |
| | DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 |
| | (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS |
| | THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(D) ROOFING PRODUCTS AND ASSEMBLIES/ AND ROOF TOP |
| | RTU CURBS |
| | |
| | 3) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 4) PLEASE ALSO PROVIDE THE TIE DOWN OF THE ROOF TOP RTU |
| | UNIT TO THE ROOF TOP CURBS. 2014 FBC-B COMPONENTS AND |
| | CLADDING 1609.6.4.4.1.2014 FBC-B 1603.1.4 WIND DESIGN |
| | DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 5) PLEASE PROVIDE ENERGYY CALCULATIONS IN ACCORDANCE |
| | WITH 2014 ENERGY CODE SECTION C101.4.3. |
| | |
| | 6) SHEET A2.1 DOES NOT INDICATE THE TYPE OF ROOF DECK |
| | NOR FRAMING. THIS STRUCTURE HAS WOOD 2X'S AND WOOD |
| | DECK. THE NEW TENANT SEPARATION WALL WILL NEED TO GO |
| | ALL THE WAY TO THE ROOF DECK. PLEASE PROVIDE A DETAIL |
| | OF HOW THE FIRE RATING WILL BE MAINTAINED TO THE ROOF |
| | DECK. THIS WILL BE DISSIMILAR MATERIALS, WILL ALSO NEED |
| | TO BE A FLEXIBLE CONNECTION BECAUSE OF THE HEATING AND |
| | COOLING OF THE ROOF DECK. PLEASE SHOW COMPLIANCE WITH |
| | 2014 FBC-B 708.8 JOINTS MADE IN OR BETWEEN FIRE |
| | BARRIERS SHALL COMPLY WITH 715. |
| | |
| | 715.2 INSTALLATION. A FIRE-RESISTANT JOINT SYSTEM SHALL |
| | BE SECURELY INSTALLED IN ACCORDANCE WITH THE LISTING |
| | CRITERIA IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS |
| | NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY |
| | TO ACCOMMODATE EXPECTED BUILDING MOVEMENTS AND TO |
| | RESIST THE PASSAGE OF FIRE AND HOT GASES. |
| | |
| | 715.3 FIRE TEST CRITERIA. FIRE-RESISTANT JOINT SYSTEMS |
| | SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF |
| | EITHER ASTM E 1966 OR UL 2079. NONSYMMETRICAL WALL |
| | JOINT SYSTEMS SHALL BE TESTED WITH BOTH FACES EXPOSED |
| | TO THE FURNACE, AND THE ASSIGNED FIRE-RESISTANCE RATING |
| | SHALL BE THE SHORTEST DURATION OBTAINED FROM THE TWO |
| | TESTS. WHEN EVIDENCE IS FURNISHED TO SHOW THAT THE WALL |
| | WAS TESTED WITH THE LEAST FIRE-RESISTANT SIDE EXPOSED |
| | TO THE FURNACE, SUBJECT TO ACCEPTANCE OF THE BUILDING |
| | OFFICIAL, THE WALL NEED NOT BE SUBJECTED TO TESTS FROM |
| | THE OPPOSITE SIDE. |
| | |
| | 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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