| Date |
Text |
| 2020-11-03 17:11:35 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20100804 |
| | ADD: 7038 OKEECHOBEE BLVD. |
| | CONT: ELE8 CONSTRUCTION, INC. |
| | TEL: 561-430-4870 |
| | E-MAIL: BOB#MWARCHITECTURE.COM |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: TUES. NOV. 03RD/2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-0.1 LIST THE PROJECT SPECIFIC CODE SUMMARY, |
| | LISTING A PRIMARY OCCUPANCY MERCANTILE AND SECONDARY |
| | OCCUPANCY BUSINESS. THIS PERMIT IS FOR A RESTRAINT |
| | UNTIL A LIFE SAFETY PLAN AND CODE ANALYSIS IS PROVIDED |
| | A OCCUPANCY TYPE CAN NOT BE DETERMINED? 107.2.1.2. |
| | 2) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY |
| | SHEET FOR EITHER OF THE TENANT SPACES NOR CHAPTER 10 |
| | MEANS OF EGRESS.107.3.5 MINIMUM PLAN REVIEW |
| | CRITERIA.2017 FLORIDA BUILDING CODE W 2017 WEST PALM |
| | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| | 1, ADMINISTRATIVE CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | |
| | MISSING CODE DATA: |
| | LIFE SAFETY PLANS SHALL DETERMINE AND SHALL INCLUDE THE |
| | FOLLOWING: |
| | WALLS |
| | FURNITURE LAYOUT |
| | OCCUPANT LOAD AND EGRESS CAPACITIES |
| | GROSS OR NET |
| | DEAD END CORRIDORS |
| | DOOR SWING |
| | MEANS OF EGRESS EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE / HOW MANY REQUIRED/ HOW MANY PROVIDED |
| | |
| | 3) SHEET A-0.1 INDICATES UNDER THE HEADING OF DEFERRED |
| | SUBMITTALS DESIGN PRESSURES FOR ALUMINUM STOREFRONT |
| | DOOR AND A DRIVE THROUGH PICK UP WINDOW. THERE ARE |
| | DESIGN PRESSURES PROVIDED, BUT THERE IS NO WIND DESIGN |
| | CRITERIA PROVIDED FOR THE PRESSURES. |
| | 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: |
| | |
| | 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| | DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| | |
| | 3.2. RISK CATEGORY. |
| | |
| | 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | |
| | 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 4) SHEET CHIPOLTE_7000 MWIENER_7 MODEL (1) IS LOADED |
| | SIDEWAYS (VERTICALLY) PLEASE CORRECT FOR PLAN REVIEW |
| | AND RECORD RETENTION. 107.2.1.3. QUALITY OF PLANS. THE |
| | BUILDING OFFICIAL MAY ESTABLISH THROUGH DEPARTMENT |
| | POLICY OTHER STANDARDS FOR THE PLANS AND SPECIFICATIONS |
| | IN ORDER TO PROVIDE CONFORMITY TO ITS RECORD RETENTION |
| | PROGRAM. THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM |
| | SIZE, SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED |
| | TO RECORD MANAGEMENT. ELECTRONIC MEDIA MUST BE |
| | COMPATIBLE WITH THE ARCHIVE REQUIREMENTS OF FLORIDA |
| | STATUTES. |
| | |
| | 5) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY |
| | SHEET OR FLOOR PLAN SHOWING COMPLIANCE WITH INTERIOR |
| | ENVIRONMENTS 107.3.5 MINIMUM PLAN REVIEW CRITERIA.2017 |
| | FLORIDA BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE |
| | CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | MISSING CODE DATA: |
| | RESTROOMS. 2017 FBC-B 1210.2.2. WALLS & PARTITIONS. |
| | THIS COMMENT IS A RESULT OF THE BUILDING OFFICIAL |
| | INTERPRETATION. IN RESTROOMS EPOXY PAINT IS NO LONGER |
| | CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE. |
| | WALLS & PARTITIONS WITHIN SHEET 2 FEET OF SERVICE |
| | SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, |
| | HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS |
| | THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL |
| | ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A |
| | TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | |
| | 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS |
| | SHALL COMPLY WITH 1210.2. |
| | 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND |
| | PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH |
| | SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 6) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY |
| | SHEET OR FLOOR PLAN SHOWING COMPLIANCE WITH INTERIOR |
| | ENVIRONMENTS 107.3.5 MINIMUM PLAN REVIEW CRITERIA.2017 |
| | FLORIDA BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE |
| | CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | MISSING CODE DATA: |
| | ACCESSIBILITY / RESTROOMS |
| | NO RESTROOM FLOOR PLAN, WALL ELEVATIONS WITH ACCESSIBLE |
| | ELEMENTS AND DIMENSIONS., 2017 FBC-ACCESSIBILITY CODE |
| | CHAPTER 6, NO DRINKING FOUNTAIN. |
| | |
| | 7) WITHIN THE SUBMITTED PLANS THERE IS NO LIFE SAFETY |
| | SHEET OR FLOOR PLAN SHOWING COMPLIANCE WITH INTERIOR |
| | ENVIRONMENTS 107.3.5 MINIMUM PLAN REVIEW CRITERIA.2017 |
| | FLORIDA BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE |
| | CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | MISSING CODE DATA: |
| | ACCESSIBILITY FOOD SERVING ESTABLISHMENTS. |
| | ACCESSIBILITY CODE/ DINING SURFACES. |
| | THE LIFE SAFETY SHEET DOES NOT SHOW COMPLIANCE WITH THE |
| | 2017 FBC-ACCESSIBILITY CODE; |
| | 7A) 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. |
| | |
| | 7B) 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. |
| | |
| | 7C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN |
| | RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL |
| | BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR |
| | SUNKEN DINING AREAS, AND OUTDOOR SEASONAL DINING AREAS. |
| | |
| | 7D) 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 CHECK WRITING SURFACES. |
| | |
| | 7D)(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. |
| | |
| | 7D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| | WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 8) BOTH SHEET A-2.20 AND M1 INDICATE THERE IS TO BE |
| | ADDITIONAL ROOF WORK REQUIRING ROOF TOP CURBS FOR |
| | INTAKE AND EXHAUST AS WELL AS NEW ROOF TOP RTU UNITS. |
| | THE IS A GENERIC ROOF TOP CURB DETAIL, BUT THE DETAIL |
| | IS LACKING INFORMATION AS TO THE ADDITIONAL STEEL ANGLE |
| | USED TO STRENGTHEN THE LOAD BETWEEN BAR JOIST. THE PLAN |
| | DOES NOT INDICATE THE TYPE OF WELDS FOR THE INFILL |
| | STEEL ANGLES, NOR DOES THE PLAN PROVIDE HOW TO |
| | STRENGTHEN THE BAR JOIST FOR THE ADDITIONAL POINT |
| | LOADING PLEASE ALSO NOTE SHEET M1 DETAIL 2 DOES HAVE A |
| | NOTE PROVIDE AND INSTALL WIND LOADING CLIPS PER |
| | STRUCTURAL ENGINEER. |
| | SYSTEMS SHALL WITHSTAND WIND LOADING FORCES AS REQUIRED |
| | BY LOCAL CODES. REFER TO STRUCTURAL PLANS BY OTHER FOR |
| | STRUCTURAL DETAILS. |
| | 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, |
| | VENTING, 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. |
| | |
| | 2017 FBC-M- 301.15 WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | |
| | LATERAL FORCE-RESISTING SYSTEM |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, |
| | AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING & |
| | DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE |
| | EQUIPMENT ABOVE. |
| | |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 9) WELDED OR BOLTED CONNECTIONS (ROOF TOP CURBS TO ROOF |
| | FRAMING/ BAR JOIST). THE CONTRACTOR IS REQUIRED TO |
| | PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR |
| | PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH |
| | THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR |
| | FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY |
| | CERTIFICATION WILL BE REQUIRED. REPORTS SUBMITTED TO |
| | BUILDING INSPECTOR AT TIME OF FRAMING INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| | PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| | AT |
| | 561-805-6666. |
| | |
| | 10) DEFERRED SUBMITTALS: STOREFRONT FRONT DOOR AND |
| | DRIVE UP WINDOW. 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. |
| | |
| | |
| | 11) 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. |
| | |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | |
| | JAMES A. WITMER BN, PX, SFP, 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] |
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| 2020-11-03 10:58:57 | IN REVIEW/ JW/ 11/03 |
