| Date |
Text |
| 2016-12-21 14:36:00 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16120050 |
| | ADD: 4375 EASLEY DR. NEW SCREENING BUILDING |
| | CONT: TBD |
| | TEL: 954-609-1525 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: WED. DEC. 21/ 2016 |
| | ACTION: DENIED |
| | |
| | 1A) THE COVERSHEET INDICATES THE SUBMITTED PLANS ARE |
| | VOLUME 2 OF 2. WHERE IS VOLUME 1 OF 2? IT WOULD APPEAR |
| | ONLY ? OF THE PLANS WERE SUBMITTED? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 1B) THE PLANS INDICATE THE SUBMITTED PLANS ARE FOR |
| | PERMIT SET NOT CONSTRUCTION, IS THERE GOING TO BE A |
| | DIFFERENT SET OF PLANS TO BUILD THE STRUCTURE? IF SO |
| | THEY WILL NEED TO BE REVIEWED AND APPROVED. |
| | 107.3.1 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE |
| | BUILDING OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION |
| | DOCUMENTS SHALL BE NOTED, IN WRITING OR BY STAMP, AS |
| | ?REVIEWED FOR CODE COMPLIANCE.? ONE SET OF CONSTRUCTION |
| | DOCUMENTS SO REVIEWED SHALL BE RETAINED BY THE BUILDING |
| | OFFICIAL. THE OTHER SET SHALL BE RETURNED TO THE |
| | APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND |
| | SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR |
| | A DULY AUTHORIZED REPRESENTATIVE. |
| | |
| | 2) PLEASE NOTE ONLY (1) ORIGINAL SIGNED AND SEALED |
| | SOILS REPORT WAS SUBMITTED. 2014 FLORIDA BUILDING CODE |
| | W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION SECTION 107.1 |
| | SUBMITTAL DOCUMENTS CONSISTING OF CONSTRUCTION |
| | DOCUMENTS, STATEMENT OF SPECIAL INSPECTIONS, |
| | GEOTECHNICAL REPORT AND OTHER DATA SHALL BE SUBMITTED |
| | IN TWO OR MORE SETS WITH EACH |
| | PERMIT APPLICATION. |
| | |
| | 3) SHEET S-SCBG-1 27 OF 112 SHOWS WHAT APPEARS TO BE A |
| | CONTINUOUS FOUNDATION. SHEET S-SCBG-2 THE FOUNDATION |
| | STEEL REBAR NOTATION INDICATES: #5@ 8 INCHES EW T & B. |
| | S-SCBG-1 ALSO HAS THE SAME NOTATION FOR THE STEEL |
| | REINFORCING AS FOR INDIVIDUAL FOUNDATION PADS. THIS |
| | STEEL NOTATION IS USUALLY FOR INDIVIDUAL FOOTER PADS |
| | NOT A CONTINUOUS FOUNDATION AS ILLUSTRATED SHEETS |
| | A-SCG-1 & S-SCBG-1? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 4A) SHEET S-SCBG-2 INDICATES THE USE OF 8 INCH HOLLOW |
| | CORE SLABS BY PRECASTER. PRECASTER IS TO INCLUDE IN |
| | THEIR DESIGN THE WEIGHT OF PIPING TO BE HUNG FROM THE |
| | HOLLOW CORE ROOF SLABS. SHEET S-GEN-1. THE DESIGN |
| | CRITERIA FOR THE ROOF LIVE LOADS INDICATES 20 PSF. IS |
| | THERE TO BE ADDITIONAL WEIGHT FIGURED IN, IF SO PLEASE |
| | PROVIDE. 2014 FBC-B TABLE 1607.1 SEE CONCENTRATED |
| | LOADS. |
| | |
| | 4B) PLEASE PROVIDE THE MANUFACTURERS SHOP DRAWINGS |
| | SHOWING SPANS, AND LOADING OF THE ROOF DECK. 107.2.1.2 |
| | FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND |
| | RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. |
| | PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE |
| | COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE |
| | SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR |
| | ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH |
| | THE CONSTRUCTION DOCUMENTS. |
| | |
| | |
| | 5A) SHEET S-SCBG-2 PLEASE CLARIFY THE NOTATION OF THE |
| | REBAR OVER THE OVERHEAD DOOR. THERE IS ONE NOTE THAT |
| | STATES 12 INCH CMU WITH 2X2# 5 BOND BEAM AT TOP OF THE |
| | WALL. THERE IS ANOTHER NOTE AT THE OVERHEAD DOOR ONLY |
| | TO PROVIDE ADDED BARS, 2# 7 T & B THE FULL WITH OF THE |
| | BUILDING AND # 3 TIES @ 16 INCHES ON CENTER. |
| | THE ADDED TOP # 7 REBARS ARE THEY IN THE SAME TOP |
| | COURSE AS THE 2X2#5 BARS? WITH CORNER BARS THERE WILL |
| | NO ROOM LEFT FOR THE CONCRETE MIX PLEASE EXPLAIN? |
| | 107.2.1.3.ADDITIONAL INFORMATION REQUIRED. |
| | 5B) THE SECOND QUESTION IS ABOUT THE #3 VERTICAL TIES, |
| | ARE THESE TO BE CONSIDERED STIRRUPS, HOOPS OR THE USE |
| | OF HAIRPINS SINCE THERE ARE MULTIPLE LAYERS OF |
| | HORIZONTAL STEEL AND LINTEL AND BLOCK COURSE WORK? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 6) PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. 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 ,MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH |
| | ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL |
| | 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | |
| | JAMES A. WITMER PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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