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2020-01-28 12:54:08 | 2017 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 19120391 |
| ADD: 4850 FRED GLADSTONE DR. |
| CONT: THE WHITING-TURNER CO. |
| TEL: 954-536-9251 |
| E-MAIL: [email protected] |
| |
| 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION. |
| |
| 1ST REVIEW |
| DATE: TUES. JAN. 28TH/2020 |
| ACTION: DENIED |
| |
| 1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH |
| ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES |
| TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH |
| THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND |
| THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR |
| GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS |
| ORDINANCE. PER CITY OF WEST PALM BEACH ORDINANCE NO. |
| 4504-14, AND CITY OF WEST PALM BEACH CODE OF |
| ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION |
| 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS |
| 1% OF THE TOTAL PROJECT CONSTRUCTION COST. |
| PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| PROJECTS. |
| SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE |
| DEVELOPMENT. |
| (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND |
| THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL |
| PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW |
| CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN |
| EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE |
| EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS |
| WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED |
| CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES |
| REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED |
| SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF |
| THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW |
| CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS. |
| FOR CONTACT INFORMATION PLEASE CONTACT: |
| MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| 822-1515 E-MAIL: [email protected] |
| |
| 2) THE PERMIT APPLICATION INDICATES THE DOLLAR AMOUNT |
| OF $2,500,000.00 DOLLARS IN VALUE. 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. |
| |
| 3) THIS BUILDING DOES NOT QUALIFY AS A THRESHOLD |
| BUILDING BUT COULD BE CONSIDERED FOR THE RESIDENT |
| INSPECTOR PROGRAM UNDER SECTION 110.3.9 OF THE WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, 6TH |
| EDITION (2017) CHAPTER 1, ADMINISTRATION CODE. THE |
| ALTERNATIVE IS USING THE CITY INSPECTORS FOR |
| INSPECTIONS, I?VE SPOKEN KEN CONRAD CHIEF BUILDING |
| INSPECTOR IF HE HAD ANY PREFERENCE. IF THE CONTRACTOR |
| WAS PUSHED WITH MULTIPLE BUILDING INSPECTIONS EACH DAY |
| BECAUSE OF TIME CONSTRAINTS THE RESIDENT INSPECTOR |
| MAYBE PREFERRED. IF YOU WOULD PREFER TO USE THE CITY |
| INSPECTORS FOR THE STRUCTURAL PORTION OF THE BUILDING |
| PLEASE REVIEW THE LIMITATIONS OF OUR STAFF FOR 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. IN ACCORDANCE WITH THE |
| AMERICAN WELDING SOCIETY. |
| 2017 FBC-B 2204.1 WELDING |
| 2017 FBC-B 2204.2 BOLTING. |
| FOR THESE TYPES OF CONNECTIONS A 3RD PARTY |
| CERTIFICATION WOULD BE REQUIRED. IF THERE IS ANY |
| QUESTIONS ABOUT THE CODE REQUIREMENTS FOR THIS SECTION, |
| PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| AT 561-805-6666. PLEASE LET US KNOW YOUR INTENTIONS, IF |
| YOU DECIDE TO USE A RESIDENT INSPECTOR WE WILL SEND THE |
| FORMS TO YOU BY E-MAIL, WE JUST NEED TO KNOW YOUR |
| INTENTIONS. THANK YOU. |
| |
| 4) SHEET S-3 UNDER THE HEADING FOUNDATION NOTE 1.A |
| INDICATES THERE IS A SOILS REPORT DATED 08/14/19 BY |
| TERRACON. IF THEY CAN UPLOAD THE REPORT WITH ELECTRONIC |
| SIGNATURES WITH THE NEXT SUBMITTAL GREAT. IF THEY NEED |
| TO SUBMIT PAPER REPORT WITH ORIGINAL SIGNATURE AND SEAL |
| THAT WILL WORK ALSO. 2017 FBC-B 1803.5.2 QUESTIONABLE |
| SOIL. WHERE THE CLASSIFICATION, STRENGTH OR |
| COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A |
| LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE |
| PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION |
| BE CONDUCTED. |
| |
| 5) NO ACTION REQUIRED. SHEET S-4 WIND PRESSURES ARE |
| GOOD FOR ROOF ZONES FOR FLAT 1,2,3, SLOPED 6,7,8 AND |
| WALL ZONES 4 & 5. |
| |
| 6) THIS REVIEW THERE WERE NO PRODUCT APPROVALS |
| SUBMITTED. IF EITHER THE DESIGNER OF RECORD OR THE |
| GENERAL CONTRACTOR WOULD PREFER TO HAVE THE BAR JOIST & |
| PRODUCT APPROVAL FOR COMPONENTS AND CLADDING DEFERRED |
| PLEASE NOTE SO FOR THE NEXT SUBMITTAL. 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. |
| |
| 6A) 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: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| VENTILATORS |
| (E) SHUTTERS |
| (F) SKYLIGHTS |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| 6B) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT |
| APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED. |
| 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. |
| |
| 6C) 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. |
| |
| 7) ON BOTH ARCHITECTURAL SHEETS A-5.2 & A-5.3 AND THE |
| STRUCTURAL SHEETS S-6, S-7 & S-8 ALL SLOPED ROOF |
| SECTIONS SHOW THE USE OF 5/8 INCH CDX PLYWOOD. PLEASE |
| REFER BACK TO THE 2017 FBC-B SECTION 603.1.1.1.3 ROOF |
| CONSTRUCTION INCLUDING GIRDERS, TRUSSES FRAMING & |
| DECKING NEED TO BE FIRE-RETARDANT TREATED WOOD. THIS IS |
| FOR BOTH TYPE I & TYPE II CONSTRUCTION. SECTION 718.5 |
| FOR CONCEALED SPACES, EXCEPTION 1 REFERS BACK TO |
| COMBUSTIBLE MATERIALS IN ACCORDANCE WITH SECTION 603. |
| |
| 8) SHEET A-5.2 WALL SECTION B, THE LIFE SAFETY SHEET |
| DECLARES THIS SECTION OF THE ADDITION AS TYPE I-B |
| CONSTRUCTION. IN THE 2017 FBC-B TABLE 601 FOR TYPE I-B |
| CONSTRUCTION, THE ROOF CONSTRUCTION AND ASSOCIATED |
| SECONDARY MEMBERS REQUIRES A 1 HOUR FIRE RATING OF THE |
| LIGHT GAUGE METAL TRUSSES BEING INSTALLED IN THIS AREA. |
| |
| 9) SHEET A-5.2 WALL SECTION B HAS A NOTE FOR THE 2 HOUR |
| RATED CEILING SEE A-9.0 DETAIL # 5. THIS DETAIL IS FOR |
| A 2 HOUR FIRE RATED SHAFT WALL DESIGN, UL DESIGN U-415 |
| SYSTEM B. THIS SYSTEM U-415 IS A TESTED WALL ASSEMBLY, |
| TO BE USED VERTICALLY, THAT IS HOW IT WAS TESTED. YOU |
| WILL NEED TO FIND A CEILING ASSEMBLY WITH A 2 HOUR FIRE |
| RATING. |
| |
| 10) SHEET A-5.2 DETAIL B INDICATES THE INSTALLATION OF |
| ICYNENE SPRAY INSULATION. PLEASE SUBMIT THE ICC-ES OR |
| ERS REPORT AND CIRCLE WHICH APPLICATION WILL BE USED |
| SEE 4.0 DESIGN AND INSTALLATION. 107.2.1.2 ADDITIONAL |
| INFORMATION IS REQUIRED. SHOW COMPLIANCE WITH |
| 2603.4.1.6 ATTICS, THE FOAM INSULATION SHALL BE |
| PROTECTED AGAINST IGNITION. THIS BARRIER IS TO COVER |
| THE FOAM INSULATION. |
| |
| 11) SHEET A-1.0 SHOWS THE STAGE 1 FOOT HIGHER THAN THE |
| FLOOR AUDITORIUM. IT APPEARS IN THE DETAIL 7/ A-8.1 THE |
| STAGE IS CONCRETE BASED. NEITHER THE ARCHITECTURAL NOR |
| STRUCTURAL SHEETS PROVIDE THE HEIGHT OF THE MID-LANDING |
| OF THE ACCESSIBLE RAMP. 2017 FBC-ACCESSIBILITY CODE |
| SECTION 405.2. RAMP RUNS SHALL HAVE A SLOPE NOT STEEPER |
| THAN 1:12. |
| |
| 12) SHEET A-1. SHOWS A DETAIL 3A & 3B /A-6.3 PANTRY |
| WALL 104 WITH A MICROWAVE ON A SHELF. THE TOP OF THE |
| SHELF IS AT 48 INCHES ABOVE THE FLOOR. MUST COMPLY WITH |
| THE 2017 ACCESSIBILITY CODE SECTIONS: |
| |
| 12A) 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. |
| |
| 12B) 309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS |
| SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES |
| SPECIFIED IN 308. 309.4 OPERATION. OPERABLE PARTS SHALL |
| BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT |
| GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE |
| REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS |
| MAXIMUM. |
| |
| 13) THIS REVIEW CYCLE THERE WAS NO ENERGY CODE REPORTS |
| SUBMITTED. 2017 FBC-ENERGY CODE. C401.2 APPLICATION. |
| COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| FOLLOWING: |
| 1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, EXCLUDING |
| SECTION 9.4.1.1(G) OF THE STANDARD. |
| 2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN |
| ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH |
| SECTION C406 AND TENANT SPACES SHALL COMPLY WITH |
| SECTION C406.1.1. |
| 3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404, |
| C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING |
| ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT |
| OF THE STANDARD REFERENCE DESIGN BUILDING. |
| |
| 14) - DIGITAL SUBMITTALS: PLANS WILL BE REVIEWED BY THE |
| PBC IMPACT FEE OFFICE DIGITALLY VIA PROJECT DOX UPON |
| NOTIFICATION BY THIS OFFICE. NOTIFICATION MAY OCCUR |
| WHEN PLANS ARE NEAREST FINAL FORM. YOU MAY COORDINATE |
| WITH THE IMPACT FEE OFFICE AT (561) 233-5025 OR SIMPLY |
| UPLOAD THE MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO |
| YOUR PROJECT AND NAME THE FILE MUNICIPAL IMPACT FEE |
| QUESTIONNAIRE. THE FORM CAN BE FOUND AT: |
| HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| YOUR PROJECT OR EMAIL IT TO [email protected] . |
| PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| |
| 15) 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. |
| |
| 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] |
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