| Date |
Text |
| 2009-01-04 08:48:48 | BUILDING PLAN REVIEW |
| | PERMIT: 08070127 |
| | ADD: 550 S ROSEMARY AVE SUITE# 250 |
| | CONT: ALLIANCE CONTRACTING |
| | TEL: (561)856-6655 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVISION REVIEW # 4 SHEET A130.4 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A130.4 INDICATES A NEW BAR AND NEW ROLL DOWN |
| | DOOR BY OVERHEAD DOOR CO. THE CONTRACTOR HAS NOT |
| | SUBMITTED ANY PRODUCT APPROVAL FOR THIS OPENING, PLEASE |
| | SEE REQUIREMENTS FOR NEW DOOR REVIEW. FL BLD CODE |
| | 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2 COPIES, |
| | 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: ROLL DOWN DOOR |
| | BY OVERHEAD DOOR CO. |
| | |
| | 1A) 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 |
| | BUILDING: |
| | |
| | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 1B) 1609. 6.2.2 COMPONENTS AND CLADDING. |
| | |
| | 1C) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE |
| | DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| | PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| | GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| | ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| | AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| | OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE |
| | TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) |
| | ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| | MISSILE TEST. |
| | |
| | 1D) ( IF APPLICABLE) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED |
| | TO COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE |
| | APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER |
| | SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL, |
| | SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR |
| | SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 1E) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | |