| Date |
Text |
| 2012-05-22 15:23:24 | BUILDING PLAN REVIEW |
| | PERMIT: 12040122 |
| | ADD: 501 FERN ST SUITE B |
| | CONT: AUTOBUILDERS |
| | TEL: (561)722-3956 |
| | |
| | 2010FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH AMENDMENTS |
| | SUBMITTED APRIL 05/ 2012 |
| | SHELL ONLY |
| | BUILDING TYPE: IIIB |
| | SPRINKLERED |
| | |
| | |
| | 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. |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) THE ORIGINAL SHEETS 1A-1 & 1A-2 BOTH SHEETS ARE NOT |
| | SIGNED NOR SEALED, AND DESIGNED TO THE 2007 FBC-B. |
| | SHEET 1A-3 HAS A NOTE THAT THESE TWO SHEETS ARE FOR |
| | WAREHOUSE "A" AND UNDER SEPERATE PERMIT BUT THE BLOCK |
| | INFILL OF OPENING SCHEDULE ARE ON THESE SHEETS AND ONLY |
| | THESE SHEETS NOT FOUND ON ANY S DRAWINGS? |
| | |
| | 1B) COMPLIED ORIGINAL COMMENT # 1. |
| | |
| | 2) PLANS S-1 INDICATES THE 2010 FBC-B EDITION OF CODE |
| | BUT THE WIND DESIGN IS STILL UNDER THE 2007 FBC-B AND |
| | ASCE 7-05 NOT ASCE 7-10. THE WIND ZONE MAP FOR A |
| | CATEGORY II BUILDING IS 170 MPH WIND ZONE (VU).NOT |
| | (VASD). |
| | 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 |
| | |
| | 3) COMPLIED SPRINKLERED BUILDING. |
| | |
| | 4) COMPLIED SHEEL PERMIT ONLY. |
| | |
| | 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. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | A/C ROOF CURB TO BE SUPPLIED WITH A/C PERMIT, SO NOTED. |
| | |
| | 7A) ORIGINAL COMMENT. 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. |
| | |
| | 7B) WIND DESIGN FOR ENHANCED FASTENING IS FOUND ON |
| | SHEET S-2, BUT NO PRODUCT APPROVALS, TO COMPLETE THE |
| | CALCULATIONS FOR ENHANCED FASTENING YOU MUST HAVE THE |
| | PRESSURES THE PRODUCT APPROVAL AND SUB-SYSTEMI WOULD BE |
| | GOOD FOR. SECOND THE WIDTH OF THE PRODUCT, WE HAVE NO |
| | PRODUCT APPROVALS SUBMITTED!!! |
| | |
| | PROVISO: COMMENTS 8-11 TO BE COVERED UNDER A/C PERMIT |
| | AND ACCESS TO EQUIPMENT!!! |
| | 8) ROOFTOP UNITS AND CURBING TO BE COMPLETED BY A/C |
| | CONTRACTOR. |
| | |
| | 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". |
| | |
| | 13) CONTRACTOR TO COLATE PLANS INTO (2) SETS OF PLANS. |
| | 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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