| 2017-03-22 15:19:43 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17021235 |
| | ADD: 931 VILLAGE BLVD. EXT. RENOVATION/ BUILD OUT |
| | EXTERIOR DECK |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: EXPEDITOR: 289-0276 |
| | E-MAIL: ????????? |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING 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 |
| | DATE: WED. MARCH 22/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-LS1 THE SQUARE FOOTAGE FOR THE NEW OUTDOOR |
| | SEATING AREA 2073 SQ. FT. + 2092 SQ. FT. = 4165 SQ. FT. |
| | IN AREA. THIS IS A DISCREPANCY OF THE APPROVED SQ. FT. |
| | OF 3969 SQ. FT. UNDER THE ZONING RESOLUTION SHEET LP-2. |
| | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.3. |
| | |
| | 2) SHEET S-3 PROVIDES THE WIND DESIGN CRITERIA. UNDER |
| | THE HEADING FOR WIND EXPOSURE THE TERM N4 IS USED. |
| | PLEASE REFER TO THE 2014 FBC-B 1609.4.2 SURFACE |
| | ROUGHNESS CATEGORY C WOULD APPLY. THIS SURFACE |
| | ROUGHNESS SHALL ALSO APPLY TO ANY BUILDING LOCATED |
| | WITHIN SURFACE ROUGHNESS B TYPE TERRAIN WHERE THE |
| | BUILDING IS WITHIN 100 FEET (30 M) HORIZONTALLY IN ANY |
| | DIRECTION OF OPEN AREAS OF SURFACE ROUGHNESS C OR |
| | D-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET IN THE |
| | UPWIND DIRECTION AND A WIDTH GREATER THAN 150 FEET. |
| | PLEASE UPDATE THE PLANS. |
| | |
| | 3) SHEET S-3 PROVIDES THE WIND DESIGN CRITERIA. THE |
| | WIND DESIGN CRITERIA LIST A INTERNAL PRESSURES |
| | COEFFICIENT THAT IS FOR AN ENCLOSED BUILDING. IT WOULD |
| | APPEAR THAT THE DESIGNER OF RECORD WOULD NEED TO SUPPLY |
| | (2) DESIGN CRITERIA. THE FIRST FOR THE WORK TO BE |
| | COMPLETED FOR THE ENCLOSED BUILDING WHERE IS WORK BEING |
| | COMPLETED IN MODIFYING THE ROOF STRUCTURE AND THE |
| | ASSOCIATED PRESSURES 2014 FBC-B 1609.1.1. THE SECOND |
| | SET OF DESIGN CRITERIA FOR WHAT APPEARS TO BE AN OPEN |
| | CANOPY STRUCTURE. THESE DESIGN CRITERIA WOULD BE |
| | REQUIRED FOR THE DELEGATE ENGINEER WHO WILL ULTIMATELY |
| | PROVIDE DRAWINGS FOR THE LOUVERED ROOF CANOPY SYSTEM. |
| | |
| | 4) THE DESIGNER OF RECORD HAS NOT PROVIDED ENOUGH |
| | INFORMATION ON THE ARCADIA LOUVERED ROOF SYSTEM BY |
| | ABSOLUTE ALUMINUM TO DO A CODE REVIEW . |
| | 4A) DEFINITION OF ROOF. ROOF ASSEMBLY (FOR APPLICATION |
| | TO CHAPTER 15 ONLY). A SYSTEM DESIGNED TO PROVIDE |
| | WEATHER PROTECTION AND RESISTANCE TO DESIGN LOADS. THE |
| | SYSTEM CONSISTS OF A ROOF COVERING AND ROOF DECK OR A |
| | SINGLE COMPONENT SERVING AS BOTH THE ROOF COVERING AND |
| | THE ROOF DECK. A ROOF ASSEMBLY INCLUDES THE ROOF DECK, |
| | VAPOR RETARDER, SUBSTRATE OR THERMAL BARRIER, |
| | INSULATION, VAPOR RETARDER AND ROOF COVERING. |
| | |
| | 4B) SINCE THE CANOPY ROOF SYSTEM IS A MECHANIZED LOUVER |
| | SYSTEM THAT ALSO HAS AN INTEGRAL GUTTER SYSTEM, AND A |
| | SINGLE COMPONENT SERVING AS DECK/ ROOF COVERING THIS |
| | SYSTEM WILL NEED TO MEET THE FOLLOWING REQUIREMENTS: |
| | 4B)(1) 2014 FBC-B 1506.3 MATERIAL SPECIFICATIONS AND |
| | PHYSICAL CHARACTERISTICS. ROOF-COVERING MATERIALS SHALL |
| | CONFORM TO THE APPLICABLE STANDARDS LISTED IN THIS |
| | CHAPTER. IN THE ABSENCE OF APPLICABLE STANDARDS OR |
| | WHERE MATERIALS ARE OF QUESTIONABLE SUITABILITY, |
| | TESTING BY AN APPROVED AGENCY SHALL BE REQUIRED BY THE |
| | BUILDING CODE OFFICIAL TO DETERMINE THE CHARACTER, |
| | QUALITY AND LIMITATIONS OF APPLICATION OF THE |
| | MATERIALS. |
| | |
| | 4B)(2) 2014 1506.4 PRODUCT IDENTIFICATION. |
| | ROOF-COVERING MATERIALS SHALL BE DELIVERED IN PACKAGES |
| | BEARING THE MANUFACTURER?S IDENTIFYING MARKS AND |
| | APPROVED TESTING AGENCY LABELS REQUIRED IN ACCORDANCE |
| | WITH SECTION 1505. |
| | |
| | 4B)(3) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31(D) ROOFING PRODUCTS AND ASSEMBLIES. |
| | |
| | 5) SHEET A-LS1 THE CODE ANALYSIS INDICATES THIS |
| | BUILDING IS A BUILDING TYPE IIB. THE SHEETS A-3.02, |
| | A-3.03, S-3 AND S-4 ALL SHOW WOOD TRUSSES, THE |
| | ARCHITECTURAL PLANS INDICATE SHEATHING BUT NOT |
| | SPECIFIED. THE STRUCTURAL SHEET S-4 INDICATES ? INCH |
| | WOOD SHEATHING. PLEASE SEE THE REQUIREMENTS FOR |
| | COMBUSTIBLE MATERIALS IN TYPE II CONSTRUCTION 603.1.1 |
| | FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN: |
| | 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| | FRAMING AND DECKING. |
| | |
| | 6) SHEET S2 DOES SHOW THE INSTALLATION OF NEW W10X20 |
| | STEEL BEAMS. SHEET S-3SHOWS A TYPICAL BOX BEAM DETAIL, |
| | SHEET S-4 SHOWS AN SIMPSON H8 TIE DOWN. THE PLANS DO |
| | NOT PROVIDE WHAT MATERIAL IS ON THE EXTERIOR SIDE OF |
| | THE W10X20 STEEL BEAM, THICKNESS AND HOW IS THIS |
| | MATERIAL TO BE ATTACHED TO THE STEEL BEAM? SHEET S4 |
| | SHOWS THE SIMPSON H8 TIE DOWN BUT DOES NOT PROVIDE THE |
| | LOADS TO BE RESISTED FOR UPLIFT NOR THE LATERAL LOADS. |
| | THE SIMPSON H8 IS DESIGNED TO FASTEN WITH (5) 1 ? INCH |
| | # 10D NAILS TO BOTH THE TRUSS AND TOP PLATE. HOW WILL |
| | THE 1 ? INCH NAILING BIT BE ACCOMPLISHED WHEN THE SIDE |
| | WALL MATERIAL SURROUNDING THE STEEL BEAM IS UNKNOWN AND |
| | THE THICKNESS OF THE MATERIAL TO BE INSTALLED? |
| | |
| | 7) THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2014 FBC-B 2204.1 WELDING |
| | 2014 FBC-B 2204.2 BOLTING. |
| | |
| | 8) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31) (D) ROOFING PRODUCTS AND ASSEMBLIES, INCLUDING |
| | ROOF TOP INSULATION |
| | |
| | 9) 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.. |
| | |
| | 10) BUILDING PROVISO: THE EXISTING ROOF STRUCTURE SHALL |
| | BE SHORED PRIOR TO THE REMOVAL OF THE EXISTING BEAM. |
| | SHORING SYSTEMS SHALL BE DESIGNED BY THE CONTRACTORS |
| | DELEGATE ENGINEER. THE DELEGATED ENGINEER SHALL FORWARD |
| | THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF |
| | RECORD FOR REVIEW PRIOR TO SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FL 61G-15-30.006 (3). |
| | |
| | 11) THE LIFE SAFETY SHEET DOES NOT SHOW COMPLIANCE WITH |
| | THE 2014 FBC-ACCESSIBILITY CODE; |
| | |
| | 11A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE |
| | CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| | SEATING SPACES AND STANDING SPACES AT THE DINING |
| | SURFACES SHALL COMPLY WITH 902. |
| | |
| | 11B) 226.2 DISPERSION. DINING SURFACES AND WORK |
| | SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED |
| | THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING |
| | SURFACES AND WORK SURFACES. |
| | |
| | 11C) 902.1 .DINING SURFACES AND WORK SURFACES SHALL |
| | COMPLY WITH 902.2 AND 902.3. |
| | ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE, BUT |
| | ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND |
| | BOOTHS. EXAMPLES OF WORK SURFACES INCLUDE WRITING |
| | SURFACES, STUDY CARRELS, STUDENT LABORATORY STATIONS, |
| | BABY CHANGING AND OTHER TABLES OR FIXTURES FOR PERSONAL |
| | GROOMING, COUPON COUNTERS, AND WHERE COVERED BY THE ABA |
| | SCOPING PROVISIONS, EMPLOYEE WORK STATIONS. |
| | |
| | 11C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR |
| | FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 11C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| | WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND |
| | 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 12) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. |
| | THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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