| Date |
Text |
| 2016-02-02 07:45:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16010118 |
| | ADD: 330 SOUTHERN BLVD. |
| | CONT: PRIME MECHANICAL SERVICES |
| | TEL: 954-448-8870 |
| | 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: TUES. FEB. 02/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) TARNOWSKI ENGINEERING SHEET 1 OF 2 SHOWS THE SIZE OF |
| | THE SLAB BUT THERE IS NO CROSS SECTION OF THE SLAB |
| | SHOWING THE DEPTH SLAB REINFORCING NOR THE THICKENED |
| | MONOLITHIC FOUNDATION. 2014 FBC-B 1809.4 DEPTH AND |
| | WIDTH OF FOOTINGS. THE MINIMUM DEPTH OF FOOTINGS BELOW |
| | THE UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES (305 |
| | MM). WHERE APPLICABLE, THE REQUIREMENTS OF SECTION |
| | 1809.5 SHALL ALSO BE SATISFIED. THE MINIMUM WIDTH OF |
| | FOOTINGS SHALL BE 12 INCHES. |
| | |
| | 2) 2014 FBC-B 1810.3.9.2 REQUIRED REINFORCEMENT. WHERE |
| | SUBJECT TO UPLIFT OR WHERE THE REQUIRED MOMENT STRENGTH |
| | DETERMINED USING THE LOAD COMBINATIONS OF SECTION |
| | 1605.2 |
| | |
| | 3) 2014 FBC-B 1816.1 TERMITE PROTECTION. TERMITE |
| | PROTECTION SHALL BE PROVIDED BY REGISTERED |
| | TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, |
| | BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR |
| | OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED |
| | FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| | CONSTRUCTION. |
| | |
| | 4) MIAMI TECH SHEET FOR A CONDENSOR BRACKET IS A |
| | PHOTO-COPIED SEAL NOT ORIGINAL, SEAL STATES THAT IT IS |
| | NOT VALID UNLESS IT IS A RAISED SEAL. PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS PREPARED BY |
| | THE DESIGN PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN |
| | PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS/ EFFECTIVE DATE |
| | 05/06/2009 |
| | |
| | 5) PLEASE SHOW ON THE FLOOR SLAB PLANS WHERE THE |
| | CONDENSOR AND CONDENSOR BRACKET ARE TO BE INSTALLED, |
| | LOCATED IN A WALL ZONE 4 OR WALL ZONE 5? |
| | 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: |
| | |
| | 5.1. 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. |
| | |
| | 5.2. RISK CATEGORY. |
| | |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5.5. 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). |
| | |
| | 6) TARNOWSKI ENGINEERING SHEET 1 OF 2 SHOWS A NEW |
| | PROPOSED RAMP OF 11 FEET LONG. PLEASE PROVIDE |
| | COMPLIANCE WITH 2014 FBC-B : |
| | 1010.1 SCOPE. |
| | THE PROVISIONS OF THIS SECTION SHALL APPLY TO RAMPS |
| | USED AS A COMPONENT OF A MEANS OF EGRESS. |
| | |
| | EXCEPTIONS: |
| | |
| | 1. OTHER THAN RAMPS THAT ARE PARTS OF ACCESSIBLE ROUTES |
| | PROVIDING ACCESS IN ACCORDANCE WITH THE PROVISIONS OF |
| | THE FLORIDA BUILDING CODE, ACCESSIBILITY, RAMPED AISLES |
| | WITHIN ASSEMBLY ROOMS OR SPACES SHALL CONFORM TO THE |
| | PROVISIONS IN 1028.11. |
| | |
| | 2. CURB RAMPS NOT SUBJECT TO FLORIDA BUILDING CODE, |
| | ACCESSIBILITY, SHALL COMPLY WITH ICC ANSI A117.1. |
| | |
| | 7) 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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