| Date |
Text |
| 2009-04-13 12:10:19 | BUILDING PLAN REVIEW |
| | PERMIT: 08110304 |
| | ADD: 7001 PARKER AVE. |
| | CONT: WEITZ GOLF INTERNATIONAL LLC |
| | TEL: (561)799-7800 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW AS PERMIT APPLICATION |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & 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. |
| | |
| | 1B) PLANS SUBMITTED FOR PERMIT APPLICATION (FIRST TIME |
| | REVIEW) AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE |
| | 2007 FBC BUILDING WITH THE 2009 SUPPLEMENTS. |
| | |
| | 1C) PLANS SUBMITTED TO THE CITY FOR REVIEW ARE NOT |
| | SIGNED NOR SEALED , |
| | 2) SHEETS PS1 & PS2 INDICATE THE INSTALLATION OF A |
| | FIBERGLASS COMPOSITE PUMP STATION: |
| | |
| | 2A) MISSING INFORMATION,110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR RECORD KEEPING & |
| | FOR CERTIFICATE OF OCCUPANCY: |
| | 2A)(1) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT |
| | IS DESIGNED. |
| | 2A)(2)) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE |
| | PROVISIONS OF CHAPTER 3. |
| | 2A)(3)) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER |
| | 6, TABLE 601. |
| | |
| | 2B) SHEET PS2, NOTE 5.2.1.A SHELTERS NEEDING TO BE |
| | RATED FOR 140MPH, 3 SECOND GUST NEED PLANS TO BE SIGNED |
| | AND SEALED BY A FLORIDA P.E. |
| | 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 |
| | FL ADMIN CODE 61G16.003 ARCHITECTS |
| | |
| | 2C) DESCREPANCY IN PLANS PS1 IT APPEARS THERE IS A |
| | I-BEAM FLOOR SYSTEM WHERE AS PS 2 DETAIL INDICATES |
| | FLOOR SLAB SYSTEM, NOR IS THERE STRUCTURAL INFORMATION |
| | ON THE PIT OR WELL WALL AND FLOOR SYSTEMS. PS2 OPTIONS |
| | INDICATE FLOOR SYSTEM FIBERGLASS, WOOD, ALUMINUM OR |
| | STEEL. |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED/ 1609.6.2.1. |
| | |
| | 2D) WIND DESIGN INFORMATION MISSING: |
| | 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 FOR THE |
| | SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS |
| | NOT SPECIFICALLY DESIGNED BY THE REGISTERED |
| | DESIGN PROFESSIONAL. |
| | |
| | 3) COMPLIED. |
| | |
| | 4) SHEET 37, RAIN SHELTERS: |
| | |
| | 4A) COMPLIED. |
| | |
| | 4B) COMPLIED. |
| | |
| | 4C)COMPLIED. |
| | |
| | 4D) COMPLIED. |
| | |
| | 4E) SECOND REQUEST, THE RAIN SHELTER ROOF PURLINS ARE |
| | INDICATED TO 1X4 AT 2'-0" O.C., PLEASE IDENTIFY THE |
| | TYPE OF METAL ROOFING TO BE USED. PLANS INDICATE A |
| | METAL STANDING SEAM SYSTEM, IS THIS A STRUCTURAL |
| | ROOFING SYSTEM NOT REQUIRING SHEATHIN BUT STRUCTURAL |
| | 2X4 PURLINS 2308.10.5 OR WILL IT BE A ARCHITECURAL |
| | SYSTEM REQUIRING A SOLID OR CLOSELY FITTED DECK |
| | (1507.4.1). |
| | |
| | 4F) SECOND REQUEST THE WATER FOUNTAIN SHELTER USES 1X4 |
| | PURLINS AT 1'-0" O.C., PLEASE IDENTIFY THE TYPE OF |
| | METAL ROOFING TO BE USED. PLANS INDICATE A METAL |
| | STANDING SEAM SYSTEM, IS THIS A STRUCTURAL ROOFING |
| | SYSTEM NOT REQUIRING SHEATHIN BUT STRUCTURAL 2X4 |
| | PURLINS 2308.10.5 OR WILL IT BE A ARCHITECURAL SYSTEM |
| | REQUIRING A SOLID OR CLOSELY FITTED DECK (1507.4.1). |
| | |
| | 4G) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | |
| | 4G)(1) TRUSS ANCHORS, CLIPS |
| | |
| | 4G)(2) ROOF COVERINGS: STANDING METAL SEAM |
| | |
| | 4H) 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 |
| | |
| | 4I) 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. |
