| Date |
Text |
| 2008-11-24 09:52:45 | BUILDING PLAN REVIEW |
| | PERMIT: 08110304 |
| | ADD: 7001 PARKER AVE. |
| | CONT: MAJOR WORKING DRAWING/ VINCENT NOEL |
| | TEL: (561)622-7288 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | 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 (FIRST TIME REVIEW) |
| | AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 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. |
| | 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) SHEET OV & L2 INDICATE THE PUMP STATION OPERATES IN |
| | A HIGHLY CORROSIVE ENVIROMENT, WHAT CAUSES THE HIGHLY |
| | CORROSIVE ENVIROMENT, IS THERE CORROSIVE CHEMICALS TO |
| | BE STORED THERE OR INTRODUCED INTO THE IRRIGATION |
| | SYSTEM WITHIN THIS STRUCTURE? 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED, PLEASE SEE SECTION 307.6 FOR H-4 |
| | TYPE OCCUPANCY AND TABLE 307.7(1). |
| | |
| | 4) SHEET 37, RAIN SHELTERS: |
| | |
| | 4A) MISSING INFORMATION,110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR RECORD KEEPING & |
| | FOR CERTIFICATE OF OCCUPANCY: |
| | 4A)(1) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT |
| | IS DESIGNED. |
| | 4A)(2)) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE |
| | PROVISIONS OF CHAPTER 3. |
| | 4A)(3)) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER |
| | 6, TABLE 601. |
| | |
| | 4B) 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. |
| | |
| | 4C) PLANS CALL FOR 2X8 RAFTERS, PLEASE SUPPLY THE |
| | SPECIES OF WOOD, GRADE, DEFLECTION AND SPANS 2308.10.3. |
| | |
| | 4D) PLANS ALSO CALL FOR A 2X8 RIDGE, PLEASE SEE |
| | 2308.10.4 THE RIDGE SHALL BE NOT LESS IN DEPTH THAN THE |
| | CUT END OF THE RAFTER, NORMALLY ONE SIZE LARGER (2X10). |
| | |
| | 4E) 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) 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 |
| | |
| | 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. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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. |
