| 2018-04-18 13:17:52 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. JURISDITION HAVING AUTHORITY IS THE CITY OF WEST |
| | PALM BEACH. REF. PLAN PAGE T-1. |
| | 2. PROVIDE DESIGN WIND LOADS FOR PROPOSED ANTENNA'S PER |
| | FBC CHPT. 16, SECTION 1603.1.4. |
| | 3. PROVIDE FASTENER SCHEDULE BASED ON DESIGN WIND |
| | LOADS. |
| | 4. DETERMINATION OF WIND LOADS SHALL BE PER FBC CHPT. |
| | 16, SECTION 1609.1. |
| | |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE 2017 |
| | FLORIDA BUILDING CODE, 6TH EDITION. |
| | |
| | FBC 107.3.5.1.1(8) ? PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | |
| | 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). |
| | |
| | 1609.1 APPLICATIONS. |
| | |
| | BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE |
| | DESIGNED TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED |
| | HEREIN. DECREASES IN WIND LOADS SHALL NOT BE MADE FOR |
| | THE EFFECT OF SHIELDING BY OTHER STRUCTURES. ALL |
| | EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF |
| | RESISTING THE DESIGN PRESSURES SPECIFIED FOR WALLS FOR |
| | COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH |
| | SECTION 1609.1.1. MANUFACTURED SOFFITS SHALL BE LABELED |
| | IN ACCORDANCE WITH SECTION 1709.10 OF THIS CODE. |
| | 1609.1.1 DETERMINATION OF WIND LOADS. |
| | WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE |
| | DETERMINED IN ACCORDANCE WITH CHAPTERS 26 TO 30 OF ASCE |
| | 7 OR PROVISIONS OF THE ALTERNATE ALL-HEIGHTS METHOD IN |
| | SECTION 1609.6. WIND SHALL BE ASSUMED TO COME FROM ANY |
| | HORIZONTAL DIRECTION AND WIND PRESSURES SHALL BE |
| | ASSUMED TO ACT NORMAL TO THE SURFACE CONSIDERED. |
| | EXCEPTIONS: |
| | 1.SUBJECT TO THE LIMITATIONS OF SECTION 1609.1.1.1, THE |
| | PROVISIONS OF ICC 600 SHALL BE PERMITTED FOR APPLICABLE |
| | GROUP R-2 AND R-3 BUILDINGS. |
| | 2.SUBJECT TO THE LIMITATIONS OF SECTION 1609.1.1.1, |
| | RESIDENTIAL STRUCTURES USING THE PROVISIONS OF AWC |
| | WFCM. |
| | 3.SUBJECT TO THE LIMITATIONS OF SECTION 1609.1.1.1, |
| | RESIDENTIAL STRUCTURES USING THE PROVISIONS OF AISI |
| | S230. |
| | 4.DESIGNS USING NAAMM FP 1001. |
| | 5.DESIGNS USING TIA-222 FOR ANTENNA-SUPPORTING |
| | STRUCTURES AND ANTENNAS, PROVIDED THE HORIZONTAL EXTENT |
| | OF TOPOGRAPHIC CATEGORY 2 ESCARPMENTS IN SECTION |
| | 2.6.6.2 OF TIA-222 SHALL BE 16 TIMES THE HEIGHT OF THE |
| | ESCARPMENT. DESIGN USING THIS STANDARD SHALL BE |
| | PERMITTED FOR COMMUNICATION TOWER AND STEEL ANTENNA |
| | SUPPORT STRUCTURES. |
| | 6.WIND TUNNEL TESTS IN ACCORDANCE WITH ASCE 49 AND |
| | SECTIONS 31.4 AND 31.5 OF ASCE 7. |
| | 7.WIND LOADS FOR SCREEN ENCLOSURES SHALL BE DETERMINED |
| | IN ACCORDANCE WITH SECTION 2002.4. |
| | 8.EXPOSED MECHANICAL EQUIPMENT OR APPLIANCES FASTENED |
| | TO A ROOF OR INSTALLED ON THE GROUND IN COMPLIANCE WITH |
| | THE CODE USING RATED STANDS, PLATFORMS, CURBS, SLABS, |
| | WALLS, OR OTHER MEANS ARE DEEMED TO COMPLY WITH THE |
| | WIND RESISTANCE REQUIREMENTS OF THE 2007 FLORIDA |
| | BUILDING CODE, AS AMENDED. FURTHER SUPPORT OR ENCLOSURE |
| | OF SUCH MECHANICAL EQUIPMENT OR APPLIANCES IS NOT |
| | REQUIRED BY A STATE OR LOCAL OFFICIAL HAVING AUTHORITY |
| | TO ENFORCE THE FLORIDA BUILDING CODE. |
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