| Date |
Text |
| 2015-10-05 08:46:34 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090810 |
| | ADD: 4385 45TH ST |
| | CONT: C. W. HAYES CONSTRUCTION CO. |
| | TEL: (407)366-1564 |
| | E-MAIL: CWHAYESCONSTRUCTION.COM |
| | |
| | 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. OCT. 06/2015 |
| | ACTION: DENIED |
| | |
| | 1) SHEET S0-1 INDICATES THE CORRECT WIND DESIGN |
| | CRITERIA 170 MPH, EXPOSURE C BUT THE OPENING SIZE THE |
| | PRESSUES IS NOT GIVEN. ROOF PRESSURES ARE REVIEWED FOR |
| | 10 SQ. FT. PRESSURES IN ROOF ZONES 1 & 2 ARE CORRECT |
| | PRESSURES IN ROOF ZONE 3 ARE PROVIDED AS ZONE # 2 |
| | ASSUMED 3'-0" PARAPET. SHEET A4-0 SHOWS A DASH LINE |
| | ASSUMED TO BE THE ROOF WITH PARAPET AT 30 INCHES, NOT 3 |
| | FEET. ASCE 7-10 REQUIRES A 3'-0" PARAPET NOT TO HAVE A |
| | ROOF ZONE 3. |
| | |
| | 2) SHEET S0-1 INDICATES THE CORRECT WIND DESIGN |
| | CRITERIA 170 MPH, EXPOSURE C BUT THE OPENING SIZE THE |
| | PRESSUES IS NOT GIVEN. THE WINDOWS BEING REPLACED ARE |
| | IN A WALL ZONE 4, THE SIZE OF THE OPENING IN THE CHART |
| | IS NOT GIVEN. THEY ARE CLOSE TO 50 SQ. FT. PRESSURES IN |
| | WALL ZONE 4, EXPOSURE C @ 15 FEET MEAN ROOF HEIGHT ARE |
| | +33.9/ -37.1. PLEASE CORRECT. 2014 FBC-B 1603.1.4 WIND |
| | DESIGN DATA. |
| | |
| | 3) 2010 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) (B) WINDOWS |
| | (C) WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 4) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 5) SHEET S4.1 AND DETAIL # 4 INDICATES THE SLAT WALL |
| | SYSTEM BY SPECIALTY ENGINEER. SHEET A4.0 NOTE # 12 |
| | INDICATES THE SLAT WALL SYSTEM IS TO BE A ALUMINUM |
| | PRODUCT. BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT |
| | PLEASE HAVE ENGINEER OF RECORD REVIEW AND APPROVE |
| | BEFORE BEING FORWARDED TO THE BUILDING DEPARTMENT. |
| | |
| | SHEET A5.1 NOTE ON SHEET: DESIGN INTENT IS TO SPAN SLAT |
| | WALL BETWEEN TOWERS. SLAT WALL VENDOR TO DESIGN |
| | STRUCTURE REQUIRED FOR SPAN. |
| | |
| | FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL |
| | FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE |
| | ENGINEER OF RECORD FOR REVIEW. |
| | |
| | 6) SHEET S4.2 DETAILS 1 & 3. THE PLANS ARE NOT CLEAR |
| | THE HOLES TO BE DRILLED INTO THE EXISTING FOUNDATION, |
| | HOW DEEP ARE THE HOLES TO BE DRILLED INTO THE |
| | FOUNDATION AND AT WHAT CENTERS? THE OTHER ISSUE, THERE |
| | THE REBAR PINS TO BE EPOXIED INTO PLACE? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. NOTE THE FOUNDATION |
| | EXTENSION IS PART OF THE MWFRS MAIN WIND FORCE |
| | RESISTING SYSTEM. |
| | |
| | 7) SHEET A3.0 NOTE # 11 WHICH DEALS WITH ROOF TOP RTU'S |
| | OR ROOF TOP A/C STANDS. REPLACE OR RE-COMMISION TO |
| | CURRENT DESIGN LOADS. PLEASE PROVIDE WHAT THE INTENT OF |
| | THIS STATEMENT IS? THERE IS NO INFORMATION ON THE |
| | MECHANICAL SHEETS OF THE REPLACEMENT OF EQUIPMENT, |
| | CURBS AND OR ROOF TOP A/C STANDS. HOW WILL CURRENT |
| | DESIGN LOADS BE DETERMINED? 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 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: |
| | |
| | 7.1. 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. |
| | |
| | 7.2. RISK CATEGORY. |
| | |
| | 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 7.5. 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. |
| | |
| | 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. |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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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