| Date |
Text |
| 2010-09-27 11:02:58 | BUILDING PLAN REVIEW |
| | PERMIT: 10090385 |
| | ADD: 3319 S DIXIE HWY |
| | CONT: ABC LIQUORS, INC. |
| | TEL: (407)851-0000 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007EXISTING 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. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) THE COVER SHEET LIST AN INDEX OF PLANS, BUT NO PLANS |
| | ARE INDICATED AS A ROOF PLAN, NOTE A NEW PARAPET IS |
| | BEING ADDED PLEASE INDICATE COMPLIANCE WITH SECTION |
| | FBC-B 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO |
| | DRAIN OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF |
| | DRAINAGE SYSTEMS SHALL COMPLY WITH THE FLORIDA BUILDING |
| | CODE, PLUMBING CHAPTER 11. PLANS CURRENTLY INDICATE A |
| | GUTTER HEAD DETAIL 3 SHEET A-3 ALL DETAILS ON THIS |
| | SHEET ARE LABELED AS A-2, MISLABELED. PLANS DO NOT |
| | INDICATE IF THIS WILL BE THE SCUPPER OR OVERFLOW |
| | SCUPPERS, NOR IS THERE INFORMATION AS TO SLOPE OF ROOF |
| | FINSIH? |
| | |
| | 2) PLEASE REVIEW ENERGY CALCULATIONS AND THE INSULATION |
| | VALUES FOR THE EXTERIOR WALLS. THE ENERGY CALCULATIONS |
| | INDICATE 3/4 " ISO INSULATION, NOTE THIS INSULATION IS |
| | TO CONTINUE TO THE UNDER SIDE OF THE ROOF. DETAIL # 5 |
| | OF SHEET A-4 PLEASE REVIEW SECTION FBC-B 13-406.AB.3.2 |
| | WHERE UNVENTED DROPPED CEILING CAVITIES OCCUR OVER |
| | CONDITIONED SPACES THAT DO NOT HAVE AN AIR BARRIER |
| | BETWEEN THE CONDITIONED AND UNCONDITIONED SPACE (SUCH |
| | AS T-BAR CEILINGS), THEY SHALL BE COMPLETELY SEALED |
| | FROM THE EXTERIOR ENVIRONMENT (AT THE ROOF PLANE) AND |
| | ADJACENT SPACES BY A CONTINUOUS AIR BARRIER THAT IS |
| | ALSO SEALED TO THE AIR BARRIER OF THE WALLS. IN THAT |
| | CASE, THE ROOF ASSEMBLY SHALL CONSTITUTE BOTH THE UPPER |
| | THERMAL ENVELOPE AND PRESSURE ENVELOPE OF THE BUILDING. |
| | |
| | 3A) SHEET M-1 INDICATES THE ROOF TOP EQUIPMENT CU# 1 & |
| | CU#2 ARE TO BE MOUNTED ON ROOF TOP STANDS. RULE |
| | 9B-72(31)( G) WILL REQUIRE PRODUCT APPROVALS FOR |
| | PRE-ENGINEERED A/C STANDS. |
| | |
| | 3B) 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. |
| | |
| | 3C) SHEET M-1 EQUIPMENT SCHEDULE REFERS TO STRUCTURAL |
| | PLANS FOR LOCATION OF UNITS, PLEASE NOTE THE STRUCTURAL |
| | PLANS DO NOT PROVIDE ANY ADDITIONAL INFORMATION ON THE |
| | ROOF TOP UNITS AND OR ADDITIONAL LOADING OR BRACING OF |
| | THE STRUCTURAL FRAMING OF THE ROOFING SYSTEM. |
| | ADDITIONAL INFORMATION REQUIRED.106.1.2. |
| | |
| | 4) SHEET S-1 DETAIL 4& 5 BOTH OF THESE DETAILS ARE NOT |
| | REFLECTED AAS TO WHERE THEY ARE TO BE DESIGNED IT |
| | APPEARS THAT STRUCTURAL DETAIL # 1 IS MISSING |
| | INDICATING THE LOCATION FOR THESE SECTIONS. 106.1.2 |
| | ADDTIONAL INFORMATION IS REQUIED. |
| | |
| | 5) SHEET S-2 DETAILS 2,3 & 4 FOR STEEL COLUMNS, ALL 3 |
| | COLUMN INDICATE THE TYPE OF WELDS ARE TO BE USED FROM |
| | THE BOTTOM PLATE TO COLUMN BUT ARE MISSING FROM THE |
| | COLUMN TO THE TOP PLATE. NOR IS INFORMATION PROVIDED |
| | FOR THE CONNECTING OF SYSTEM. |
| | |
| | 6) SHEET S-3 DETAIL# 1 INDICATES THE USE OF GALVANIZED |
| | WIRE LATH W/ 7/8 INCH STUCCO, PLEASE BE AWARE OF A |
| | CHANGE IN THE CODE THIS LAST CODE CYCLE: |
| | 1404.2.1 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED |
| | TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE |
| | TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND |
| | THE WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE |
| | PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE |
| | CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE |
| | FOLLOWING: |
| | 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER OR |
| | 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER |
| | OVER AN APPROVED PLASTIC HOUSE WRAP, OR |
| | 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN |
| | ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | 7) SHEET S-3 DETAIL# 1 DOES NOT INDICATE THE TYPE OF |
| | WALL SHEATHING TO BE INSTALLED ON THE BACK SIDE OF THE |
| | DETAIL ONLY FLASHING. FBC-B 1403.3 STRUCTURAL. EXTERIOR |
| | WALLS, AND THE ASSOCIATED OPENINGS, SHALL BE DESIGNED |
| | AND CONSTRUCTED TO RESIST SAFELY THE SUPERIMPOSED LOADS |
| | REQUIRED BY CHAPTER 16.1604.9 COUNTERACTING STRUCTURAL |
| | ACTIONS. STRUCTURAL MEMBERS, SYSTEMS, COMPONENTS AND |
| | CLADDING SHALL BE DESIGNED TO RESIST FORCES DUE TO |
| | WIND, WITH CONSIDERATION OF OVERTURNING, SLIDING, AND |
| | UPLIFT. CONTINUOUS LOAD PATHS SHALL BE PROVIDED FOR |
| | TRANSMITTING THESE FORCES TO THE FOUNDATION. |
| | |
| | 8) SHEETS S-5 & S-6 WILL NOT BE REVIEWED AS PART OF |
| | THIS PERMIT. SIGNS REQUIRE A SEPARATE PERMIT AND THESE |
| | SHEETS WILL BE REVIEWED WHEN THE SIGN PERMIT HAS BEEN |
| | SUBMITTED FOR REVIEW. |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | 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. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
| | |
