| Date |
Text |
| 2020-08-26 11:14:16 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20070477 |
| | ADD: 1540 PALM BEACH LAKES BLVD. # 120 |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] CONTACT: KYLE HENRY |
| | |
| | 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: WED. AUGUST 26TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-5.01 ADA MOUNTING HEIGHTS TO COMPLY WITH THE |
| | IBC AND A117.1 PLEASE NOTE THAT THE 2017 |
| | FBC-ACCESSIBILITY CODE HAS BEEN DEEM THE EQUIVALENT AND |
| | DOES HAVE SOME ELEMENTS THAT MAY VARY FROM THE |
| | AFOREMENTIONED CODES. |
| | |
| | 2) SHEET A-5.01 THE SIDE VIEW OF THE WATER CLOSET HAS 3 |
| | VARIOUS HEIGHT FOR THE GRAB BARS LOCATED ADJACENT TO |
| | THE WATER CLOSET. ALL GRAB BARS ARE DIMENSIONED TO THE |
| | CENTERLINE, NOT THE TOP OF THE GRASPABLE SURFACE. |
| | PLEASE SEE THE 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. |
| | |
| | 3) SHEET A-5.01 THE SIDE VIEW OF THE LAVATORY AND |
| | MIRROR, THE LAV HAS ALL OF THE REQUIRED HEIGHTS BUT NO |
| | HEIGHT IS GIVEN FOR THE MIRROR. PLEASE SEE THE 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 603.3 MIRRORS. MIRRORS |
| | LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE |
| | INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING |
| | SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR |
| | COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF |
| | THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE |
| | FINISH FLOOR OR GROUND. |
| | |
| | 4) SHEET A-5.01 SIGNAGE MUST SHOW COMPLIANCE WITH THE |
| | 2017 FBC-ACCESSIBILITY CODE SECTION SIGNAGE. 703.4.1 |
| | HEIGHT. ABOVE FINISH FLOOR OR GROUND. TACTILE |
| | CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM |
| | ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM |
| | THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 |
| | INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND |
| | SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST |
| | TACTILE CHARACTER. |
| | PERSONS IN WHEELCHAIRS CANNOT REACH ABOVE THE 48 INCHES |
| | TO READ THE BRAILLE. |
| | 2017 FBC-ACCESSIBILITY CODE 308 REACH RANGES |
| | 308.2 FORWARD REACH./ 308.2.1 UNOBSTRUCTED/ 308.2.2 |
| | OBSTRUCTED HIGH REACH. |
| | 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2 |
| | OBSTRUCTED HIGH REACH. |
| | |
| | 5) NOTICE ONLY. SHEET A-6.10 HOOD AND ANSUL SYSTEM ARE |
| | UNDER SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES. |
| | COOLERS ALSO REQUIRE A SEPARATE PERMIT, FEES AND |
| | ASSOCIATED REVIEWS. |
| | |
| | 6) SHEET M1.1 HAS A NOTE FOR THE ROOF FRAMING, SUPPORT |
| | AS REQUIRED FOR THE ADDITIONAL LOADING. THE ADDITIONAL |
| | LOADING IS INDICATE IN LBS. BUT THERE IS NO ENGINEERING |
| | AS TO HOW TO STRENGTHEN THE BAR JOIST. 107.2.1.2. |
| | ADDITIONAL INFORMATION WILL BE REQUIRED. |
| | |
| | 7) SHEETS M2.1 & M2.2 BOTH SHOW DETAILS FOR THE NEW |
| | ROOF TOP EQUIPMENT, BUT THE PLANS ARE SILENT AS TO HOW |
| | THE ROOF FRAMING METAL AROUND EACH NEW |
| | ELEMENT IS TO BE SECURED TO THE EXISTING BAR JOIST. |
| | 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. |
| | |
| | 8) 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. |
| | IN THIS REVIEW CYCLE THERE HAS BEEN NO WIND DESIGN |
| | CRITERIA GIVE, |
| | 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: |
| | 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. |
| | 2. RISK CATEGORY. |
| | 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. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 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. |
| | 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. |
| | |
| | 9) 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. |
| | |
| | 10A) COMPONENTS & CLADDING 2017 FBC-B 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)(C) WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS, |
| | INTAKE AND EXHAUST FANS, ROOF TOP VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 10B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE |
| | CODE RULE 61G20 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.. |
| | |
| | 10C) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 10D) 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. |
| | |
| | 10E) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| | FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| | OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| | ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| | STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| | IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| | |
| | 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. |
| | |
| | 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] |
| | |
| | |
