| Date |
Text |
| 2019-07-23 10:05:33 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19070042 |
| | ADD: 2921 N. AUSTRALIAN AVE. |
| | CONT: BENITZ BUILDING LLC |
| | TEL: 561-659-4024 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. JULY 23/2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A101: |
| | |
| | 1A) THE SHEET INDICATES THE POSITIVE AND NEGATIVE |
| | PRESSURES. THERE IS NO INFORMATION IF THESE PRESSURES |
| | ARE IN VULT OR VASD NOR IS THERE ANY WIND DESIGN |
| | CRITERIA. |
| | 2017 FBC-B 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 |
| | STRUCTURE: |
| | |
| | 1A)(1.) ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND |
| | GUST), MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND |
| | SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 1A)(2.) RISK CATEGORY. |
| | |
| | 1A)(3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF |
| | MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE |
| | 1609.7.2. HEIGHT AND EXPOSURE. |
| | |
| | 1A)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1A)(5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 1A)(6.) TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1A)(7.) SHOW PRESSURES IN VASD SINCE THE PRODUCT |
| | APPROVALS ARE ALSO IN VASD. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 1B) SUBMIT PRODUCT APPROVALS. 2017 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)(A) EXTERIOR DOORS,& MULLIONS. |
| | (31)(B) WINDOWS & MULLIONS |
| | |
| | 1C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 1D) 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. |
| | |
| | 2) SHEET A102: |
| | |
| | 2A) THE RESTROOM ELEVATIONS SHOW THE ACCESSIBLE GRAB |
| | BARS ASSOCIATED WITH THE WATER CLOSET DIMENSIONED FROM |
| | THE CENTERLINE OF THE GRAB BAR TO THE FINISH FLOOR. |
| | PLEASE REVIEW A CODE CHANGE IN THE 2010 |
| | FBC-ACCESSIBILITY CODE AND THE CURRENT 2017 |
| | ACCESSIBILITY CODE. |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF |
| | GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE |
| | THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING |
| | SURFACE, NOT CENTERLINE. |
| | |
| | 2B) PLEASE NOTE SHEET A101 INDICATES A FUTURE COUNTER |
| | AND SINK. SHEET A102 DOES NOT PROVIDE ANY DETAILS FOR |
| | THE COUNTER NOR SINK. |
| | 606 LAVATORIES AND SINKS. 2017 FBC-ACCESSIBILITY CODE |
| | SECTION 606.3 HEIGHT. |
| | LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT |
| | OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 2C) DETAIL: WALL SECTION AND SOFFIT REPAIR. THE PLANS |
| | INDICATE THE INSTALLATION OF POLYICYNENE INSULATION |
| | SPRAYED TO THE UNDERSIDE OF THE ROOF DECK. THE PLANS DO |
| | NOT STATE IF THIS ATTIC SPACE IS TO BE AN ENCLOSED |
| | ATTIC SPACE WITH NO VENTILATION? PLEASE PROVIDE |
| | ADDITIONAL INFORMATION. 107.2.1.2. |
| | |
| | 2D) IF THE ATTIC SPACE IS TO BE AN ENCLOSED SPACE |
| | PLEASE SUBMIT THE POLYICYNENE ICC REPORT. WITHIN THE |
| | REPORT, THERE IS MANY SUB-SYSTEMS FOR INSTALLATION. |
| | PLEASE IDENTIFY WHICH SYSTEM (CLASSIC, CLASSIC PLUS, |
| | CLASSIC ULTRA-SELECT AND CLASSIC PLUS) IS TO BE |
| | APPLIED, IS THERE ELECTRICAL AND OR A/C DUCT AND OR |
| | UNITS WITH THIS SPACE. PROVIDE THE SURFACE BURNING |
| | CHARACTERISTICS FOR THE FOAM AND COMPLIANCE WITH FBC-B |
| | 2603.3. |
| | PLEASE ALSO CONSIDER THE REQUIREMENTS FOUND IN THE |
| | FBC-B 2603.4.1.6 FOR PROTECTION AGAINST IGNITION. THE |
| | PROTECTIVE COVERING SHALL BE CONSISTENT WITH THE |
| | REQUIREMENTS FOR THE TYPE OF CONSTRUCTION. |
| | |
| | 2E) DETAIL: WALL SECTION AND SOFFIT REPAIR. WITHIN THE |
| | SAME DETAIL THERE IS STATEMENTS FOR LATH AND A 3 COAT |
| | STUCCO PLASTER (ASTM C1063) ON A METAL PLASTER BASE PER |
| | TABLE 1405.2. THE PLANS ARE SILENT AS TO THE TYPE OF |
| | WIRE LATH TO BE INSTALLED ON THE HORIZONTAL SURFACE. |
| | ASTM C1063, IF THE 3/8 INCH RIB LATH IS TO BE INSTALLED |
| | FASTENERS ARE TO BE ATTACHED TO EACH RIB. (7.10.1.1). |
| | 7.10.2.2. DIAMOND MESH EXPANDED METAL LATH, FLAT RIB |
| | EXPANDED METAL , AND WIRE LATH SHALL BE ATTACHED TO |
| | HORIZONTAL WOOD FRAMING MEMBERS WITH 1 ? INCH ROOFING |
| | NAILS. |
| | 7.10.2.3. EXPANDED 3/8 INCH RIB LATH SHALL BE ATTACHED |
| | TO HORIZONTAL WOOD FRAMING MEMBERS WITH NAILS OR |
| | STAPLES TO PROVIDE NOT LESS THAN 1 ? INCH PENETRATION |
| | INTO THE HORIZONTAL FRAMING MEMBERS. |
| | 7.10.2.5. SCREWS USED TO ATTACH METAL PLASTER BASE TO |
| | HORIZONTAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT |
| | LESS THAN 5/8 INCH INTO THE FRAMING MEMBER. WHEN SCREWS |
| | ARE INSTALLED INTO RIB LATH, THE SCREWS SHALL PASS |
| | THROUGH, BUT NOT DEFORM THE RIB. |
| | |
| | 3) NO FLOOR PLAN, NOR LIFE SAFETY PLAN WAS SUBMITTED. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE |
| | EXAMINATION OF THE DOCUMENTS BY |
| | THE BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING |
| | MINIMUM CRITERIA AND DOCUMENTS: A FLOOR PLAN. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING LIFE SAFETY FLOOR PLAN |
| | OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | |
| | 4) 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
