| Date |
Text |
| 2017-12-04 17:41:55 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17110003 |
| | ADD: 2331 NORTHWOOD UNIVERSITY DR. |
| | CONT: CHINOOK CONSTRUCTION INC. |
| | TEL: 954-776-6700 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | |
| | 1ST REVIEW |
| | DATE: |
| | ACTION: DENIED |
| | |
| | 1) THIS BUILDING BEING A NEW ATHLETIC BUILDING, |
| | CONSTRUCTION TYPE III-B/ TILT-WALL WILL REQUIRE A |
| | RESIDENT INSPECTOR FROM THE FOUNDATION, PLACEMENT OF |
| | STEEL IN THE WALL PANELS, POURING OF THE CONCRETE WALL |
| | PANELS, LIFTING AND PLACEMENT OF WALL PANELS, WALL |
| | CONNECTIONS, PLACEMENT OF ROOF BAR JOIST, BRACING, ROOF |
| | DECK AS WELL AS ALL COMPONENTS AND CLADDING WILL BE |
| | REQUIRED AT THE SITE. |
| | 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| | |
| | 1. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F ?C) IN EXCESS OF 3000 |
| | POUNDS PER SQUARE INCH |
| | |
| | 2. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION (TILT WALL). |
| | |
| | 1A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 1B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | |
| | 1C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 1D) COMPLIED. NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS |
| | ARE REQUIRED. |
| | |
| | 1E) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND |
| | GUIDELINES AND POLICIES FOR PROJECTS CONCERNING |
| | RESIDENT INSPECTORS. COMMENT # 14. 3 COPIES OF ALL SHOP |
| | DRAWINGS (HANDRAILS, PRECAST JOINT AND SLABS, PRODUCT |
| | APPROVALS, TRUSSES, BAR JOIST, ETC.) MUST BE SUBMITTED |
| | TO THE BUILDING DEPARTMENT. TWO REVIEWED SETS OF |
| | DOCUMENTS WILL BE RETURNED TO THE JOB SITE BEFORE ANY |
| | OF THE ABOVE ARE INSTALLED ON THE JOB. |
| | |
| | 1F) INFORMATIONAL, NO NEED TO RESPOND. PLEASE CALL THE |
| | CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE |
| | INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS |
| | INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS. |
| | |
| | 2) THE GFA INTERNATIONAL SOILS REPORTS, (3) WERE |
| | SUBMITTED BUT THEY ARE NOT ORIGINAL SIGNED AND SEALED |
| | DOCUMENTS. THEY WERE DOWNLOADED AND PRINTED. THE |
| | SIGNATURE WAS TO BE DIGITAL WITH THE COSIGN BEING ABLE |
| | TO VERIFY THE SIGNATURE. |
| | |
| | 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 |
| | ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 3) SHEET A3.0 AND SHEET S2.0 BOTH INDICATE THE FINISH |
| | FLOOR ELEVATION AT 0 FEET 0 INCHES. SHEET S2.0 NOTE # 2 |
| | INDICATES SEE CIVIL FOR ACTUAL ELEVATION. CIVIL SHEET |
| | GN-1 NOTE # 4 INDICATES VERTICAL DATUM. NORTH AMERICAN |
| | VERTICAL DATUM OF ELEVATION = 1988 (NAVD 88) AND |
| | REFERENCED TO PALM BEACH COUNTY BENCHMARK (BIRCH) |
| | ELEVATION 19.04 CONVERSION EQUATION NAVD 88 = NGVD 29 - |
| | 1.529. |
| | SHEET PD-0 STATE THE FINISH FLOOR FOR THE ATHLETIC |
| | BUILDING ARE A MINIMUM ELEVATION OF 16.50 AFF MINIMUM. |
| | IN THE BOTTOM LEFT HAND SIDE OF THE SAME SHEET IT |
| | STATES ELEVATIONS ARE REFER TO VERTICAL DATUM OF NAVD |
| | 88. CONVERSION EQUATION: NAVD 88 = NGVD 29 ? 1.529. |
| | |
| | PLEASE NOTE AS OF OCT. 05/ 2017 THE CITY OF WEST PALM |
| | BEACH ADOPTED THE NEW FLOOD MAPS WHICH ARE IN NAVD 88. |
| | PLEASE REFERENCE NOT ONLY IN THE CIVIL BUT ALSO THE |
| | A3.0 AND S2.0 THE VERTICAL DATUM OF NAVD 88 AND THE |
| | FINISH FLOOR HEIGHT IN NAVD 88. THERE HAS BEEN A |
| | BUILDING THAT STARTED BUILDING 18 INCHES TO LOW. THIS |
| | BUILDING IS NOT IN A FLOOD ZONE REQUIRING A FLOOD |
| | ELEVATION CERTIFICATE AT THE POURING OF THE FLOOR SLAB. |
| | THAT WOULD BE WHEN IT WOULD BE CAUGHT IT WAS POURED TO |
| | LOW!!!! 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED. |
| | THE CITY HAS BUILDINGS THAT ARE BEING BUILT UNDER BOTH |
| | VERTICAL DATUMS PERMITS THAT CAME IN BEFORE 10/05/17 |
| | OLD VERTICAL DATUM (NGVD 29) AND AFTER OCT. 05/ 17 THE |
| | NEW VERTICAL DATUM (NAVD88). |
| | |
| | 4) DISCREPANCY IN PLANS SHEET A2.0 UNDER THE HEADING |
| | BUILDING DATA INDICATES THE ROOF SYSTEM TO BE RIGID |
| | INSULATION ON METAL DECK. SHEET A6.1 DETAIL NUMBER 3 |
| | INDICATES 3.1 INCHES OF RIGID ISO INSULATION BOARD |
| | MINIMUM R-19. |
| | THE ENERGY CALCULATIONS PAGE 4 INDICATES A R VALUE OF |
| | 20.3 BATT INSULATION & 3/8 INCH BUILT UP ROOF. WHEREAS |
| | SHEET A6.1 DETAIL NUMBER 2 INDICATES FIBER TITE SM |
| | SINGLE PLY MEMBRANE ROOFING. |
| | PLEASE ALSO REVIEW THE SHEET S4.1 DETAIL 8 INDICATES A |
| | 3 INCH CONCRETE ROOF ON METAL DECKING. THERE IS A |
| | DISCREPANCY BETWEEN THE ENERGY CALCULATIONS, |
| | ARCHITECTURAL SHEETS AND STRUCTURAL SHEETS AS TO THE |
| | ROOFING ASSEMBLY AND INSULATION. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 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, FASTENING REQUIREMENTS, FLASHING |
| | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE |
| | REQUIRED TO BE INSTALLED. |
| | |
| | 5) DISCREPANCY BETWEEN THE PLANS AND ENERGY |
| | CALCULATIONS. SHEET A4.0 LIST DOORS AND SHEET A11.0 |
| | TYPES OF DOORS: |
| | DOOR NUMBER 01 & 11 AS ALUMINUM STOREFRONT |
| | DOOR NUMBERS 15, 16, 17, 20, 21, 22, 26, 28 & 29 AS |
| | FLUSH 1 ? INCH 16 GA. INSULATED H METAL DOORS WHEREAS |
| | THE ENERGY CALCS PAGE 08 INDICATE THE DOORS ARE TO BE |
| | 2.25 SOLID CORE FLUSH DOORS. DISCREPANCY IN THE ENERGY |
| | CODE AND THE PLANS. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 6) SHEET A7.0 AND A7.1 ZONE 4 THE NEGATIVE PRESSURES |
| | ARE 2.9 LBS. LOW, ZONE 5 THE NEGATIVE PRESSURES ARE 4.2 |
| | LBS. LOW EVEN WHEN YOU ARE FIGURING THE MEAN ROOF |
| | HEIGHT OF 15 FEET. FBC-B 1603.1.4 & TABLE 1609.7(2). |
| | |
| | 7) SHEET S2.1 INDICATES THE ROOF PRESSURES FOR ROOF |
| | ZONES 1 AND 2, PRESSURES ARE GOOD, BUT THE PLANS DO NOT |
| | INDICATE A ROOF ZONE 3. ASCE 7-10 FIGURE 30.4-2A NOTE # |
| | 5 REQUIRES THE PARAPET EQUAL TO OR HIGHER THAN 3 FEET |
| | IS PROVIDED AROUND THE PERIMETER OF THE ROOF WITH 0 |
| | DEGREES AND NOT MORE THAN OR EQUAL TO 7 DEGREES. THE |
| | ROOF TOP PARAPET IS LESS THAN 3 FEET IN MANY AREAS. |
| | PLEASE PROVIDE THE ROOF TOP PRESSURES FOR ZONE 3. |
| | |
| | 8) PLEASE PROVIDE COMPLIANCE WITH 2014 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 |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 9A) 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. 2014 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. |
| | |
| | 9B) 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. |
| | |
| | 10A) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | 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.. |
| | |
| | 10B)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. |
| | |
| | 10C) 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) SHEET A4.0 RESTROOMS 114, 118 & 121 ALL SHOW 6 OR |
| | MORE WATER CLOSETS AND OR COMBINATION OF WATER CLOSETS |
| | AND URINALS. PLEASE SHOW COMPLIANCE WITH THE 2014 |
| | ACCESSIBILITY CODE 213.3.1 TOILET COMPARTMENTS. WHERE |
| | TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE TOILET |
| | COMPARTMENT SHALL COMPLY WITH 604.8.1. IN ADDITION TO |
| | THE COMPARTMENT REQUIRED TO COMPLY WITH 604.8.1, AT |
| | LEAST ONE COMPARTMENT SHALL COMPLY WITH 604.8.2 WHERE |
| | SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR WHERE |
| | THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX |
| | OR MORE FIXTURES. |
| | 604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. |
| | FIGURE 604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT |
| | 604.8.2.1 SIZE. |
| | 604.8.2.2 DOORS. |
| | 604.8.2.3 GRAB BARS. |
| | |
| | 12) SHEET A4.6 PLANS SHOWING TYPICAL A.D.A. COMPLIANCE |
| | DETAILS. |
| | |
| | 12A) SIGNAGE AT DOORS, SIGNAGE CENTERED 60 INCHES ABOVE |
| | THE FLOOR. PLEASE REVIEW SECTION 703.4.1. FOR THE |
| | HEIGHT OF TACTILE CHARACTERS. |
| | 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE |
| | CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES |
| | (BRAILLE, TOP OF BRAILLE, REACH RANGES) MINIMUM ABOVE |
| | THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE |
| | BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES |
| | (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND |
| | SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST |
| | TACTILE CHARACTER. |
| | |
| | 12B) HIGH & LOW SIDE REACH RANGE SHOWS A 54 INCHES |
| | PLEASE REVIEW 2014 FBC-ACCESSIBILITY CODE 308.3.1. |
| | |
| | 13) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. |
| | THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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