Date |
Text |
2012-04-12 07:42:08 | BUILDING PLAN REVIEW |
| PERMIT: 12040122 |
| ADD: 501 FERN ST SUITE B |
| CONT: AUTOBUILDERS |
| TEL: (561)722-3956 |
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| 2010FLORIDA BUILDING CODE W |
| * WEST PALM BEACH AMENDMENTS |
| S-2 OCCUPANCY |
| BUILDING TYPE: IIIB |
| SPRINKLERED |
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| 2010 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. |
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| 1ST REVIEW |
| ACTION: DENIED |
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| 1) PLANS 1A-3 DO NOT INDICATE TO WHAT EDITION OF CODE |
| THE PLANS WERE DESIGNED TOO? ADMINISTRATIVE CODE |
| 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR PLAN REVIEW. |
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| 2) PLANS S-2 DO NOT INDICATE THE WIND DESIGN CRITERIA |
| NOR THE WIND SPEED THIS BUILDING WAS DESIGNED TOO? 2010 |
| FBC-B 1609.1.1. |
| 1609.6.2 WIND DESIGN PROCEDURES |
| 2.1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN |
| ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE |
| ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION. |
| 2.2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN |
| ACCORDANCE WITH SECTION1609.5. |
| 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| ACCORDANCE WITH 1609.4. |
| 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4) |
| 2.5) WALL PRESSURES POSITIVE & NEGATIVE |
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| 3) SHEET 1A-3 BUILDING DATA INDICATES THIS IS A TYPE |
| III-B FULLY SPRINKLERED BUILDING, BUT NOTE # 16 |
| INDICATES FIRE SPRINKLER WORK TO BE COMPLETED BY THE |
| FUTURE TENANT. WHAT IS THE TOTAL SQ FT OF THE BUILDING? |
| ARE AREA INCREASES FOR SPRINKLERS BEING TAKEN? IS THIS |
| SYSTEM A FULLY FUNCTIONAL SYSTEM? |
| |
| 4) SHEET R-1, IS THE TOTAL SQ FT OF THE BUILDING TO BE |
| CONSIDERED A S-2 OCCUPANCY OR ISTHIS A MIXED USE |
| OCCUPANCY? PLANS DO NOT INDICATE IF THE WALL BETWEEN |
| WAREHOUSE A & B SHALL BE A TENANT SEPERATION WALL OR IF |
| IT MAY REQUIRED TO BE A OCCUPANCY SEPERATION WALL? 2010 |
| FBC-B ADMINISTRTIVE CODE 106.3.5 MINIMUM PLAN REVIEW |
| CRITERIA. |
| |
| 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| |
| 6) MISSING PRODUCT APPROVALS |
| 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)(A) EXTERIOR DOORS. |
| (B) WINDOWS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| (E) SHUTTERS |
| (F) SKYLIGHTS |
| (G) PRE-ENGINEERED A/C STANDS |
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| 7) PLEASE BE AWARE OF MIAMI-DADE NOA DECK LIMITATIONS |
| FOR SPANS BETWEEN BAR JOIST SEE DECK LIMITATION # 2 |
| DECK SPANS EVERY 5 FT. THE CURRENT SHEET S-2 BAR JOIST |
| SPACING DOES EXCEED 5'-0" ON CENTER, THIS MAY DEPEND ON |
| THE GUAGE OF SHEET METAL DECKING TO BE INSTALLED! |
| BEWARE.106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| |
| 8) S-2 INDICATES WHAT APPEARS TO BE ROOF FRAMING FOR |
| ROOF TOP PACKAGE UNITS PLEASE PROVIDE CURB INFORMATION |
| AND ANCHORAGE FOR THE CURBS. IF PACKAGE UNITS ARE TO BE |
| INCORPORATED INTO THIS PERMIT PLEASE PROVIDE ANCHORAGE |
| TO CURB. FBC-B 1609. COMPONENTS & CLADDING. |
| |
| 9) SHEET S-3 INDICATES ROOF TOP ELEVATIONS ABOVE 16 |
| FEET BE AWARE OF 2010 FBC-M 306.5 WHERE EQUIPMENT AND |
| APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR |
| ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877 |
| MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT |
| APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE |
| FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND |
| APPLIANCES' LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT |
| REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 |
| INCHES (762 MM) HIGH. |
| |
| 10) 1013.5 MECHANICAL EQUIPMENT. GUARDS SHALL BE |
| PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH |
| OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE |
| LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN |
| SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS |
| LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, |
| ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO |
| AS TO PREVENT THE PASSAGE OF A 21-INCH-DIAMETER (533 |
| MM) SPHERE. THE GUARD SHALL EXTEND NOT LESS THAN 30 |
| INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE, |
| EQUIPMENT, FAN OR COMPONENT. |
| |
| 11) 1013.6 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE |
| THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 |
| MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE |
| AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 |
| INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. |
| THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE |
| PASSAGE OF A 21-INCH-DIAMETER (533 MM) SPHERE. |
| |
| 12) CONTRACTOR TO COME IN BEFORE ISSUANCE OF PERMT TO |
| INDICATE UNDER SCOPE OF WORK ON THE PERMIT APPLICATION |
| "SHELL ONLY". |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| CONSTRUCTION SERVICES HOME PAGE |
| HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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