| Date |
Text |
| 2020-07-12 13:33:08 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20040867 |
| | ADD: 936 27TH ST. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] CONTACT: MATTHEW DONNELL |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: SUN. JULY 12TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THE BUILDING VALUE IS LOW, LESS THAN ? OF THE VALUE |
| | FOR THE SQUARE FOOTAGE OF THE PROPOSED BUILDING. THE |
| | SUBMITTED VALUE OF THE PROPOSED BUILDING A (S1 |
| | OCCUPANCY STORAGE OR MOTOR VEHICLE REPAIR GARAGE) PER |
| | SQ. FT. IS $28.57 DOLLARS / SQ. FT. $50.000.00/1750= |
| | $28.57. THE CALCULATED VALUE OF THE STRUCTURE WITHOUT |
| | FIRE SPRINKLERS IS $62.56 A SQ. FT. OR A PROPOSED |
| | CALCULATED VALUE OF $109,605.00 DOLLARS IN VALUE. |
| | 109.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE |
| | MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| | WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| | PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| | QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| | SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| | QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| | LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| | FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| | LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| | EACH PERMIT. |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| | STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE |
| | AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & |
| | FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| | SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, |
| | LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR |
| | FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| | REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| | PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| | ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| | STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| | REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| | BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| | BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| | THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| | PRIME OR MASTER PERMIT. |
| | |
| | 2A) PLEASE PROVIDE EITHER A SITE PLAN AND OR SURVEY |
| | SHOWING THE LOCATION OF THE PROPOSED BUILDING AND ALL |
| | OTHER BUILDINGS AND OR STRUCTURES. 2017 FBC-B 503.1.2. |
| | & TABLE 602. SHOW DISTANCES FROM PROPERTY LINES AND |
| | OTHER STRUCTURES AND OR PROPOSED STRUCTURES. |
| | |
| | 2B) THE PLANS PRODUCED BY GCP ARCHITECTURE LLC ARE NOT |
| | SIGNED NOR SEALED. NO SIGNATURE NOR SEAL. ARCHITECTS: |
| | FLORIDA ADMINISTRATIVE CODE 61G1-16.005. PROCEDURES FOR |
| | DIGITALLY SIGNING AND SEALING AND FOR ELECTRONICALLY |
| | TRANSMITTING PLANS, SPECIFICATIONS, REPORTS OR OTHER |
| | DOCUMENTS. FL 61G1-23.015 (2) THE ARCHITECT IS |
| | RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL PROJECT |
| | DATA, REPORTS, SHOP DRAWINGS ETC... |
| | |
| | 2C) THE SUBMITTED PLANS BY MBMI METAL BUILDINGS DOES |
| | NOT HAVE THE ENGINEERS SEAL WHO PREPARED THESE |
| | DRAWINGS. 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED |
| | & SEALED BY A PROFESSIONAL ENGINEER SHALL INCLUDE |
| | EITHER THE: NAME, ADDRESS AND LICENSE NUMBER OF THE |
| | ENGINEER OR, THE NAME AND LICENSE NUMBER OF THE |
| | ENGINEER AND THE NAME, ADDRESS AND CERTIFICATE OF |
| | AUTHORIZATION NUMBER OF THE ENGINEERING BUSINESS |
| | THROUGH WHICH THE ENGINEER IS PRACTICING (471.025 F.S. |
| | AND 471.023 F.S.). |
| | 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES), |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE |
| | OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON |
| | DIGITALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 2D) THE ARCHITECT OF RECORD HAS NOT PUT THEIR SHOP |
| | DRAWING OF APPROVAL ON THE SUBMITTED DRAWING BY MBMI |
| | METAL BUILDINGS. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC... |
| | |
| | 3A) THERE IS NO LIFE SAFETY SHEET IN THIS SET OF PLANS. |
| | SHEET 002 3.1 IS A FLOOR PLAN WITH SOME REQUIREMENTS |
| | FROM THE NFPA BUT NONE OF THE REQUIREMENTS FOUND FOR |
| | THE 2017 FBC-B. FOR THIS REVIEW THE OCCUPANCY TYPE IS |
| | GOING TO BE CONSIDERED S1 A MOTOR VEHICLE REPAIR GARAGE |
| | COMPLYING WITH THE MAXIMUM QUANTITIES OF HAZARDOUS |
| | MATERIALS LISTED IN TABLE 307.1(1) SEE SECTION 406.8 |
| | |
| | 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: |
| | SET BACK / SEPARATION (ASSUMED PROPERTY LINES) |
| | FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD |
| | ELEVATIONS |
| | IF IN A FLOOD ZONE. PROPOSED FLOOD ELEVATION |
| | CERTIFICATE FOR STRUCTURES IN A SPECIFIC FLOOD HAZARD |
| | AREAS |
| | OCCUPANCY GROUP |
| | MINIMUM TYPE OF CONSTRUCTION |
| | FIRE RESISTANCE SEPARATION |
| | |
| | LIFE SAFETY PLANS SHALL DETERMINE AND SHALL INCLUDE THE |
| | FOLLOWING: |
| | OCCUPANT LOAD AND EGRESS CAPACITIES |
| | GROSS OR NET |
| | MEANS OF EGRESS EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | QUANTITIES OF HAZARDOUS MATERIALS TABLE 307.1(1). |
| | PROVIDE QUANTITIES AND STORAGE TYPE + MSDS SHEETS. |
| | |
| | 3B) ACCESSIBILITY CODE DETAILS: |
| | |
| | 3B)(1) IN THE FLOOR PLAN DETAIL THE DOOR SWINGS INTO |
| | THE CLEAR FLOOR SPACE OF THE LAV AND WATER CLOSET |
| | PLEASE SHOW COMPLIANCE WITH 2017 FBC-ACCESSIBILITY |
| | 603.2.3 AND OR EXCEPTIONS ON THE DETAIL FLOOR PLAN. |
| | |
| | 3B)(2) IN BOTH ELEVATION VIEWS 2 & 3 THE GRAB BARS FOR |
| | THE WATER CLOSET BOTH SHOW THE GRAB BARS BEING MEASURED |
| | FROM THE FINISH FLOOR TO THE CENTER LINE OF THE GRAB |
| | BAR. 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. |
| | |
| | 3C) THERE IS A DETAIL FOR THE DUMPSTER ENCLOSURE, |
| | PLEASE NOTE THE DUMPSTER ENCLOSURE TAKES A SEPARATE, |
| | REVIEW AND ASSOCIATED FEES. |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATIVE CODE 105.1. |
| | |
| | 3D) JUST TO THE RIGHT OF THE FLOOR PLAN SHOWS A |
| | CONCRETE SLAB WITH A ICE MACHINE AND (3) 500 GALLON |
| | FUEL TANKS. FUEL TANKS ALSO TAKE SEPARATE PERMITS |
| | REVIEWS AND ASSOCIATED FEES. 2017 FLORIDA BUILDING CODE |
| | W 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATIVE CODE 105.1. |
| | |
| | 3E) THERE IS A NOTE ON THE PLANS THAT THE FIRE |
| | SPRINKLER SYSTEM IS TO MEET THE CODE REQUIREMENTS AND |
| | FIRE MARSHAL REQUIREMENTS. |
| | IN THE 2017 FBC-B THE REQUIREMENTS FOR FIRE SPRINKLERS |
| | FOR REPAIR GARAGES IS FOUND UNDER 903.2.9.1 FOR REPAIR |
| | GARAGES & 903.2.10.1 FOR COMMERCIAL PARKING GARAGES, IN |
| | BOTH CASES THE REQUIREMENT FOR FIRE SPRINKLERS WOULD BE |
| | IF THE FIRE AREA EXCEEDED 5,000 FEET. NOTE THE NFPA |
| | REQUIREMENTS MAYBE MORE RESTRICTIVE, IF SO WE ALWAYS |
| | USE THE MORE RESTRICTIVE CODE REQUIREMENT. |
| | |
| | 4) SHEET 003 4.1 DOES SHOW A COMPONENTS AND CLADDING |
| | CHART FOR WALL ZONES 4 & 5 BUT THERE IS NO WIND DESIGN |
| | CRITERIA GIVEN. |
| | WITHIN THE PLANS DRAWN BY GCP ARCHITECTURAL GROUP THERE |
| | IS NO ROOF PLAN WITH THE ASSOCIATED COMPONENTS AND |
| | CLADDING FOR ROOF ZONES 1, 2, OR 3. |
| | 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. 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. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. 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. |
| | |
| | 4.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 5) WELDED OR BOLTED CONNECTIONS, 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. |
| | 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. |
| | |
| | 6A) COMPONENTS & CLADDING PLEASE SUPPLY THE PRODUCT |
| | APPROVAL FULL REPORTS. IF IN THE PRODUCT APPROVAL THERE |
| | ARE MULTIPLE SUB-SYSTEMS APPROVED IDENTIFY (CIRCLE) |
| | WHICH APPLICATION IS TO BE INSTALLED. |
| | 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 & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: METAL WALL PANELS, STOREFRONTS, |
| | CURTAIN WALLS, WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, METAL ROOF PANELS, |
| | LIGHTWEIGHT CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 6B) 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.. |
| | |
| | 6C) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 7) THE SHEETS SUBMITTED BY MBMI 4/ 10 WALL FRAMING & |
| | GIRTS AND SHEET 5/10 END WALL AND ROOF FRAMING WITH |
| | PURLINS ARE SHOWN. |
| | THE MISSING INFORMATION IS THE PRODUCT APPROVAL FOR THE |
| | METAL EXTERIOR WALL SYSTEM AND METAL ROOF SYSTEM. |
| | WITHOUT THE PRODUCT APPROVALS BEING SUBMITTED, |
| | IDENTIFYING THE TYPE OF WALL AND ROOF PANELS BEING |
| | INSTALLED, WITH THEIR ALLOWABLE SPACING BETWEEN |
| | SUPPORTS AND ASSOCIATED PRESSURES NO REVIEW FOR THE |
| | STRUCTURAL PORTION OF THE BUILDING CAN BE COMPLETED. |
| | |
| | 8) THE OTHER UNKNOWN IS IF THE ENGINEER OF RECORD FOR |
| | MBMI HAS DESIGNED THE ROOF SYSTEM TO SECTION 2211.5 OF |
| | THE FBC-B AISI S210 OR AISI S 100? WITH A GREATER |
| | DEDUCTION IN PRESSURES THAN ALLOWED IN VASD? |
| | |
| | 9) 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] |
| | |
| | |
| | |
