| Date |
Text |
| 2020-03-23 11:07:15 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20030076 |
| | ADD: 185 BANYAN BLVD. 2ND FLOOR LEVEL |
| | CONT: ANF GROUP, INC. |
| | TEL: 561-260-2561 CONTACT: KIM LIDDELL |
| | 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: MON. MARCH 23/2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET G-002 CODE ANALYSIS: |
| | 1A) UNDER THE HEADING OF EXISTING BUILDING |
| | CATEGORIZATION & PHYSICAL PROPERTIES THIS SHEET LIST |
| | THE 5TH EDITION OF THE 2014 FBC UNDER WHICH THESE PLANS |
| | WERE DEVELOPED. IF IN DOING SO PLEASE ALSO REFERENCE |
| | THE SHELL BUILDING PERMIT NUMBER 17110857 WHICH WAS |
| | UNDER THE 2014 FLORIDA BUILDING CODE AND THIS PROPOSED |
| | TENANT SPACE IS THE FIRST BUILD OUT FOR THIS AREA OF |
| | THE BUILDING. SEE THE 2017 EXISTING BUILDING CODE |
| | 101.4.1. SUBSEQUENT PERMITS SHALL COMPLY WITH THE |
| | FLORIDA BUILDING CODE, BUILDING FOR ALL NEW |
| | CONSTRUCTION. |
| | |
| | 2) AREA PLUMBING CALCULATIONS LIST A D. F. = DRINKING |
| | FOUNTAIN, OWNER PROVIDED BOTTLED WATER DISPENSER. |
| | PLEASE REVIEW THE REQUIREMENTS OF THE 2017 |
| | FBC-ACCESSIBILITY CODE: |
| | 2A) DRINKING FOUNTAIN. 2017 FBC-ACCESSIBILITY CODE |
| | SECTION 211.2 MINIMUM NUMBER. NO FEWER THAN TWO |
| | DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING |
| | FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH 602.6 AND ONE |
| | DRINKING FOUNTAIN SHALL COMPLY WITH 602.7. |
| | EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES |
| | WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE |
| | PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING |
| | FOUNTAINS. |
| | |
| | 2B) 2017 FBC-ACCESSIBILITY CODE SECTION 602.1 DRINKING |
| | FOUNTAINS SHALL COMPLY WITH 307. 2. PROTRUSION LIMITS. |
| | OBJECTS WITH THE LEADING EDGE MORE THAN 27 INCHES AND |
| | NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR |
| | GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY |
| | INTO THE CIRCULATION PATH. |
| | |
| | 3) SHEET A-111 THE LOUNGE DOOR 228 IT APPEARS ON THE |
| | LATCH SIDE OF THE INSWING DOOR THERE IS APPROXIMATELY |
| | 13 ? INCHES NOT THE REQUIRED 18 INCHES OF SIDE |
| | CLEARANCE. |
| | 2017 FBC-ACCESSIBILITY CODE 404.2.4 MANEUVERING |
| | CLEARANCES. DOORS. MINIMUM MANEUVERING CLEARANCES AT |
| | DOORS AND GATES SHALL COMPLY WITH 404.2.4. MANEUVERING |
| | CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY |
| | AND THE REQUIRED LATCH SIDE FOR SIDE CLEARANCE. SEE |
| | FIGURE 404.2.1(A). |
| | 4) SHEET A-2.11: |
| | 4A) DETAIL # 06 SHOWS A TELEPHONE DEVICE NEXT TO THE |
| | DOOR IN THE LOUNGE AT A HEIGHT OF 4 FEET 6 INCHES ABOVE |
| | FINISH FLOOR. THIS HEIGHT IS ABOVE THE REACH RANGES AND |
| | OPERABLE PARTS. |
| | |
| | 4A)(1) 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. |
| | |
| | 4A)(2) 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. |
| | |
| | 4B) DETAIL # 10 SHOW A STAFF WORK AREA WITH COUNTER |
| | HEIGHT OF 4 FOOT HIGH AND A SERIES OF ELECTRICAL |
| | OUTLETS ABOVE THE COUNTER TOP. |
| | 4B) DETAIL # 06 SHOWS A TELEPHONE DEVICE NEXT TO THE |
| | DOOR IN THE LOUNGE AT A HEIGHT OF 4 FEET 6 INCHES ABOVE |
| | FINISH FLOOR. THIS HEIGHT IS ABOVE THE REACH RANGES AND |
| | OPERABLE PARTS. |
| | |
| | 4B)(1) 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) SHEET A-401: |
| | 5A) RESTROOM DETAILS BOTH A AND B BOTH SHOW THE REAR |
| | GRAB BAR BEING DIMENSIONED 6 INCHES FROM THE CORNER OF |
| | THE RESTROOMS. PLEASE SHOW COMPLIANCE WITH THE 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR WALL. THE |
| | REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG |
| | MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER |
| | CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 |
| | INCHES (610 MM) MINIMUM ON THE OTHER SIDE. |
| | |
| | 5B) MOUNTING DETAILS 1 & 2 BOTH SHOW THE GRAB BARS |
| | BEING DIMENSIONED FROM THE FLOOR TO THE CENTERLINE OF |
| | THE GRAB BAR. PLEASE UPDATE THE PLANS TO 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. |
| | |
| | 5C) MOUNTING DETAIL # 3 IS FOR THE TOILET TISSUE |
| | DISPENSER. 2017 FBC-ACCESS. CODE 604.7 DISPENSERS. |
| | TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND |
| | SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT |
| | OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE |
| | DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 |
| | INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH |
| | FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. |
| | DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS |
| | DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. |
| | |
| | 5D) MOUNTING DETAILS 8 & 9. COAT HOOKS AND SHELVES 2017 |
| | FBC-ACCESS. CODE 603.4. COAT HOOKS SHALL BE LOCATED |
| | WITHIN ONE OF THE REACH RANGES SPECIFIED IN 308. |
| | SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 |
| | INCHES MAXIMUM ABOVE THE SELF FOR AN (ACCESSIBLE |
| | SHELF). |
| | |
| | 6) SHEET A-141 & M-4; |
| | 6A) BOTH SHEETS SHOW A NEW ROOF TOP EXHAUST FAN. SHEET |
| | A-141 NOTE # 1 INDICATES NEW EXHAUST FAN SIZE ???X??? |
| | ROOF SLAB OPENING. PLEASE PROVIDE THE REQUIRED SIZE OF |
| | THE PROPOSED HOLE THROUGH THE ROOF DETAIL # 2 OF SHEET |
| | A-141 STATES FOR THE NEW GALVANIZED STEEL ANGLES REFER |
| | TO THE STRUCTURAL DRAWINGS. IN THIS REVIEW CYCLE THERE |
| | IS NO STRUCTURAL DRAWINGS TO REFER TOO. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 6B ) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THE |
| | NEW ROOF TOP COMPONENTS. 2017 FBC-B 1603.1.4 WIND |
| | DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO WIND |
| | LOADS SHALL BE SHOWN: |
| | |
| | 6B) 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. |
| | |
| | 6B)2. RISK CATEGORY. |
| | |
| | 6B) 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 6B) 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 6B) 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 6B) 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. |
| | |
| | 6C) COMMENT 6A REFERS TO NEW GALVANIZED STEEL ANGLE |
| | RE-ENFORCEMENT THAT IS GOING TO BE REQUIRED. THIS |
| | REVIEW THERE IS NO MENTION OF THE TYPE OF WELDING ,SIZE |
| | OF BEAD THAT WILL BE REQUIRED. THIS IS ADDITIONAL |
| | INFORMATION THAT WILL BE NEEDED FOR CODE COMPLIANCE. WE |
| | WILL ALSO NEED TO SHOW COMPLIANCE WITH: |
| | 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. |
| | IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS |
| | FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | |
| | 6D) DETAIL # 2 ALSO STATES TO SECURE THE ROOF CURB TO |
| | THE METAL DECK USING APPROVED FASTENERS AT 4 INCHES ON |
| | CENTER ENGINEERED TO WITHSTAND WINDLOADS. PLEASE |
| | PROVIDE THE ENGINEERING FOR THE BOLTS AND THE SIZE OF |
| | THE BOLTS TO BE INSTALLED IN THIS APPLICATION. |
| | |
| | 6E) WE WILL ALSO NEED THE PRODUCT APPROVALS FOR THE |
| | ROOF TOP COMPONENTS AND 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) (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, ROOF |
| | TOP VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 6F) NOTE # 3 NEW ROOF TOP COMPRESSORS CU-9, 10 & 11 |
| | WILL ALSO NEED TO BE ANCHORED TO THE NEW 12 FOOT LONG |
| | PRE-ENGINEERED A/C STAND. NOTE 4 INDICATES THERE IS AN |
| | EXISTING A/C COMPRESSOR STAND ANCHORED TO THE ROOF, BUT |
| | THERE WILL BE 3 NEW COMPRESSORS, C6, 7 & 8. |
| | |
| | 6G) 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. |
| | |
| | THE ROOF TOP A/C STAND PRODUCT APPROVAL TO BE SUBMITTED |
| | MUST 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. |
| | |
| | 6G) 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.. |
| | 6H) THE ROOF PLAN ALSO SHOWS AN 18 INCH X 18 INCH |
| | INTAKE GRAVITY VENTILATOR PLEASE PROVIDE THE PRODUCT |
| | APPROVAL FOR THIS ROOF TOP COMPONENT. PLEASE ALSO |
| | PROVIDE DOCUMENTATION FOR THE EF-1 ROOF TOP UPBLAST |
| | EXHAUST FAN. 1609.6.4.4.1 COMPONENTS & CLADDING. |
| | |
| | 7) 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, 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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