2016-05-14 06:46:24 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16050338 |
| ADD: 8170 OKEECHOBEE BLVD. SUITES: 1 & 2 |
| 1ST OCCUPANCY / SHELL PERMIT: 13060229 |
| CONT: ATLANTIC ENGINEERING SERVICES |
| TEL: 561-358-4140 |
| E-MAIL: [email protected] |
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| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| FLORIDA BUILDING CODE, BUILDING. |
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| 1ST REVIEW |
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| DATE: SAT. MAY 14/ 2016 |
| ACTION: DENIED |
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| 1) DISCREPENCY IN PLANS, OCCUPANT LOADS. SHEET A4 THE |
| LIFE SAFETY SHEET UNDER THE HEADING OF PROJECT DATA |
| LIST THE OCCUPANT LOAD AS 73 FOR SEATING. THE |
| COVERSHEET A-1 ALSO LIST THE SAME PROJECT DATA AND THE |
| OCCUPANT LOAD FOR SEATING AS 73. SHEET A1 THE NEXT |
| HEADING BELOW CODE REFERENCES LIST THE SEATING CAPACITY |
| AT 50. DISCREPANCY IN PLANS. 107.2.1.3 ADDITIONAL |
| INFORMATION HOW THE 50 OCCUPANTS WAS DERIVED. THE 2014 |
| FBC-B TABLE 1004.1.2 ASSEMBLY UNCONCENTRATED SEATING |
| TAKES 15 SQ. FT./ OCCUPANT. |
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| 2) THIS PLAN DID NOT PROVIDE A SITE PLAN. UNDER THE |
| SHEEL PERMIT 13060229 THE SITE PLAN PROVIDED TO THE |
| WEST OF THIS TENANT SPACE THERE IS PROVIDED A PATIO |
| AREA |
| 16 FT. X 72 FT. FOR SEASONAL SEATING THIS WILL NOT |
| EFFECT EGRESS THE SEASONAL SEATING WILL AFFECT THE |
| RESTROOM COUNT, AND THE SIZING OF THE GREASE |
| INTERCEPTOR WITH AMOUNT OF SEATS OR MEALS SERVED. |
| PLEASE SHOW ADDITIONAL SEASONAL SEATING. |
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| 3) SHEET A1 SHOWS THE 73 SEATS AND OF THE 73, 4 SEATS |
| ARE SHOWN TO BE ACCESSIBLE SEATING MEETING THE REQUIRED |
| .05% ACCESSIBLE SEATS UNDER 226.1 PLEASE NOTE IF |
| SEASONAL SEATING IS PROVIDED THEN THERE WILL BE |
| ADDTIONAL ACCESSIBLE SEATS REQUIRED. 2014 FBC-ACCESS. |
| CODE 226.1 (0.05%) ACCESSIBLE & 226.2 DISPERSION. |
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| 4) THE ARCHITECTURAL SHEETS DO NOT PROVIDE DETAILS FOR |
| COMPLIANCE WITH: 2014 FBC-ACCESS. CODE 902.4.2 HEIGHT. |
| THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES (660 |
| MM) MINIMUM AND 30 INCHES (760 MM) MAXIMUM ABOVE THE |
| FINISH FLOOR OR GROUND. |
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| 5) SHEET A1 INDICATES WITH NOTES THAT THE COUNTER TOPS |
| WILL BE ADA ACCESSIBLE COUNTER TOPS AND A ACCESSIBLE |
| SERVING LINE, BUT THERE ARE NO CUT SECTIONS THROUGH THE |
| COUNTER TOPS,SERVING LINE, PRE-ORDER AREA NOR THE SALES |
| SERVICE COUNTER PROVIDING AT WHAT HEIGHT THEY WILL BE? |
| SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE: |
| 5A) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK |
| SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34 |
| INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| GROUND. |
| 5B) 904.3.3 CHECK WRITING SURFACES. WHERE PROVIDED, |
| CHECK WRITING SURFACES SHALL COMPLY WITH 902.3. |
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| 5C) 904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE |
| LINES SHALL COMPLY WITH 904.5. |
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| 5D) 904.5.1 SELF-SERVICE SHELVES AND DISPENSING |
| DEVICES. SELF-SERVICE SHELVES AND DISPENSING DEVICES |
| FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES |
| SHALL COMPLY WITH 308. |
| 5E) 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL |
| BE 28 INCHES (710 MM) MINIMUM AND 34 INCHES (865 MM) |
| MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
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| 6) SHEET A1 THE EGRESS DOORS LOCATED ON THE WEST SIDE |
| OF THE BUILDING, DOORS 7 & 8 IN THE DOOR SCHEDULE ARE |
| NOTED UNDERTHE HARDWARE SCHEDULE NOTE NUMBER 14, STATES |
| PANIC HARDWARE NOT REQUIRED TAKING THE EXCEPTION |
| 1008.1.9.3 ITEM 2 . THAT EXCEPTION IS FOR THE MAIN EXIT |
| DOOR ONLY. SEE THE 2012 IBC-B COMMENTARY. |
| THE EXCEPTION IS TO CLARIFY THAT THE PROVISIONS FOR |
| KEY-LOCKING HARDWARE AT THE MAIN EXIT IN GROUP A |
| OCCUPANCIES ARE PERMITTED INSTEAD OF PANIC HARDWARE AT |
| THOSE SPECIFIC LOCATIONS. |
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| 7) SHEET A2 RESTROOM ELEVATION DETAILS SHOW THE GRAB |
| BARS BEING MEASURED FOR THE CENTERLINE. IN THE 2014 |
| FBC-ACCESSIBILITY CODE SECTION 609.4 THE MEASURING OF |
| GRAB BARS HAS CHANGED. 609.4 POSITION OF GRAB BARS. |
| GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, |
| 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM) |
| MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF |
| THE GRIPPING SURFACE. |
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| 8) SHEET A2 PLEASE PROVIDE COMPLIANCE WITH; 2014 |
| ACCESS. CODE 609.8 STRUCTURAL STRENGTH. ALLOWABLE |
| STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN |
| A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED |
| AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING |
| DEVICE, OR SUPPORTING STRUCTURE. |
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| 9) THIS IS A 1ST TIME TENANT FIT-UP, AND AS AN |
| RESTAURANT WITH THE REQUIREMENTS FOR HOODS, ADDTIONAL |
| INTAKE AND EXHAUST FANS REQUIRING ADDITIONA LROOF |
| PENETRATIONS AND ROOF FRAMING. THESE DETAILS ARE NOT |
| PROVIDED IN THE ARCHITECTURAL PLANS NOR THE MECHANICAL |
| PLANS. SHEET M3 HAS A GENERIC DEAIL, PLEASE PROVIDE THE |
| SPECS ON THE NEW ROOF TOP CURBS AND EQUIPMENT TO BE |
| INSTALLED ON THE ROOF. FOR ALL ROOF TOP EQUIPMENT, |
| CURBS OR A/C STANDS, DETAILED ATTACHMENT TO THE ROOF |
| FRAMING & DECK AS WELL AS FROM THE CURB OR ROOF STAND |
| TO THE EQUIPMENT ABOVE. 2014 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? |
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| 10) 2014 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. |
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| 11) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.4.1 COMPONENTS & CLADDING.FLORIDA DEPARTMENT |
| OF COMMUNITY AFFAIRS 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/ ROOF TOP, |
| CURBS |
| (G)PRE-ENGINEERED A/C STANDS & A/C CONDENSING UNITS |
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| 12) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| JURISDICTIONAL APPROVAL. |
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| 13) 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. |
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| 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| AS NECESSARY. 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. |
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| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION |
| DEVELOPMENT SERVICES DEPARTMENT |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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