| Date |
Text |
| 2016-10-22 11:38:44 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16081098 |
| | ADD: 1845 PALM BEACH LAKES BLDG. #C WHOLE FOODS |
| | CONT: OBARR CONSTRUCTION |
| | TEL: 954-533-5299 X1 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: SAT. OCT. 22/2016 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. |
| | |
| | COMMENTS 2-5, 2ND REQUEST DOCUMENTS SUBMITTED 8 1/2X 11 |
| | WOULD SATIFY THE COMMENTS IF THEY WERE SIGNED AND |
| | SEALED BY THE ENGINEER. FL ADMIN CODE 61G15-23.002 |
| | ENGINEERS. EFFECTIVE DATE 05/06/2009. (2)(A) EVERY |
| | SHEET OF PLANS AND PRINTS WHICH MUST BE SEALED UNDER |
| | THE PROVISIONS OF CHAPTER 471, F.S., SHALL BE SEALED, |
| | SIGNED AND DATED BY THE PROFESSIONAL ENGINEER IN |
| | RESPONSIBLE CHARGE. |
| | |
| | |
| | 2) BOTH SHEET A207 & M 101 BOTH SHOW NEW ROOFTOP |
| | EQUIPMENT, HEF-5 EXHAUST AIR & HSF MAKE UP AIR. |
| | 2A) SHEET A207 DETAIL D2 INDICATES NEW FRAMING REQUIRED |
| | FOR THE NE OPENINGS, THE DETAILS DO NOT GIVE THE TYPE |
| | OF WELDS REQUIRED NOR THE SIZE OF THE WELDS. |
| | 2204.1 WELDING. |
| | THE DETAILS OF DESIGN, WORKMANSHIP AND TECHNIQUE FOR |
| | WELDING, INSPECTION OF WELDING AND QUALIFICATION OF |
| | WELDING OPERATORS SHALL CONFORM TO THE REQUIREMENTS OF |
| | THE SPECIFICATIONS LISTED IN SECTIONS 2207. |
| | 2207.2 DESIGN. |
| | THE REGISTERED DESIGN PROFESSIONAL SHALL INDICATE ON |
| | THE CONSTRUCTION DOCUMENTS THE STEEL JOIST AND/OR STEEL |
| | JOIST GIRDER DESIGNATIONS FROM THE SPECIFICATIONS |
| | LISTED IN SECTION 2207.1 AND SHALL INDICATE THE |
| | REQUIREMENTS FOR JOIST AND JOIST GIRDER DESIGN, LAYOUT, |
| | END SUPPORTS, ANCHORAGE, NON-SJI STANDARD BRIDGING, |
| | BRIDGING TERMINATION CONNECTIONS AND BEARING CONNECTION |
| | DESIGN TO RESIST UPLIFT AND LATERAL LOADS. |
| | |
| | 2B) SHEET A207 DETAIL D ALSO HAS THE STATEMENT NEW OR |
| | EXISTING STEEL JOIST OR BEAM? PLEASE DEFINE WHAT IS |
| | BEING SAID? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2C) THE PLANS DO NOT SHOW ANY BRACING OF THE STEEL BAR |
| | JOIST FOR THE EXTRA LOADING OF THE JOIST. 2207.2 |
| | DESIGN. |
| | THE REGISTERED DESIGN PROFESSIONAL SHALL INDICATE ON |
| | THE CONSTRUCTION DOCUMENTS THE STEEL JOIST AND/OR STEEL |
| | JOIST GIRDER DESIGNATIONS FROM THE SPECIFICATIONS |
| | LISTED IN SECTION 2207.1 AND SHALL INDICATE THE |
| | REQUIREMENTS FOR JOIST AND JOIST GIRDER DESIGN. 1.1 |
| | CONCENTRATED LOADS. |
| | |
| | 2D) THERE HAS BEEN NO WIND DESIGN CRITERIA PROVIDED FOR |
| | THE NEW ROOF TOP UNITS. |
| | 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: |
| | |
| | 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. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 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. |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 3) NO PRODUCT APPROVALS WERE SUBMITTED FOR THE NEW ROOF |
| | TOP CURBS, NOR THE NEW INTAKE FAN NOR EXHAUST FANS. |
| | 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 CURBS, ROOF TOP |
| | INTAKE AND EXHAUST FANS. |
| | |
| | 4) 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) WITHOUT THE WIND DESIGN AND ASSOCIATED PRESSURES HOW |
| | ARE THE CONNECTIONS SHOWN ON M101 VALIDATED. FOR ALL |
| | ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED |
| | ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | 6) 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 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
