2015-12-17 10:14:54 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15110808 |
| ADD: 6870 OKEECHOBEE BLVD |
| CONT: NORTH AMERICAN AUTO SERVICES |
| TEL: 772-418-1384 |
| 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 |
| DATE: THURS. DEC.17/2015 |
| ACTION: DENIED |
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| 1) SHEET S-1 MENTIONS SLAB ON GRADE COMPACTION, BUT THE |
| PLANS DO NOT PROVIDE WHAT THE MINIMUM SAFE BEARING |
| VALUE WOULD BE FOR THE ADDITION, NEITHER WAS A SOILS |
| REPORT SUBMITTED REVIEWED BY THE ENGINEER OF RECORD. |
| 2014 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. |
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| 2) THE STRUCTURAL SHEETS INDICATE THE USE OF STRUCTURAL |
| STEEL CONSTRUCTION. THIS BUILDING QUALIFIES FOR A |
| RESIDENT INSPECTOR BECAUSE OF EITHER BOLTED STEEL |
| CONNECTIONS OR WELDED CONNECTIONS. RESIDENT INSPECTORS |
| ARE HIRED THROUGH THE OWNER AND PAID THROUGH THE OWNER. |
| UNDER A RESIDENT INSPECTOR THE INSPECTIONS CAN BE |
| LIMITED TO THE STRUCTURAL STEEL CONNECTIONS AND WELDED |
| CONNECTIONS. FOR MORE INFORMATION PLEASE CALL KEN |
| CONRAD AT 561-805-6666. THE CITY WILL SUBMIT FORMS TO |
| THE OWNERS REPRESENTATIVE: [email protected] |
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| 2A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| DEPARTMENT. |
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| 2B) 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'. |
| 2C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| 2D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS (PLANS & |
| PRODUCT APPROVALS) ARE REQUIRED |
| 2E) 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. |
| 3) THE CONTRACTOR AND OR DESIGNER OF RECORD HAS NOT |
| SUPPLIED THE PRODUCT APPROVALS FOR THE REMODEL AND |
| ADDITION. THE PRODUCT APPROVALS CAN BE SUBMITTED AT THE |
| NEXT REVIEW OR ON WRITTEN REQUEST BE CONSIDERED AS A |
| DEFERRED SUBMITTAL. |
| 3A) 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. |
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| 3B) 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)(A) EXTERIOR DOORS. |
| (B) WINDOWS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS, |
| INTAKE OR EXHAUST FANS |
| (G) PRE-ENGINEERED A/C STANDS |
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| 3C) 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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| 4) SHEET S-1 THE WIND DESIGN CRITERIA HAVE BEEN |
| PROVIDED BUT THE PRESSURES HAVE NOT BEEN PROVIDED FOR |
| ZONES 1-5, NOR THE MEAN ROOF HEIGHT FOR THE BUILDING. |
| PLEASE PROVIDE COMPLIANCE WITH: 2014 FBC-B 1603.1.4(5) |
| 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| M2). |
| SEE: TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. |
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| 5) SHEET A1 SHOWS IN THE ADDITION AREA VEHICLE DELIVERY |
| AREA AN ENCLOSED GARAGE. THE PLANS INDICATE A DETAIL 2/ |
| A12.0. THIS DETAIL IS FOR AN OVERHEAD IMPACT GLASS DOOR |
| SYSTEM . PLEASE PROVIDE COMPLIANCE WITH SECTION : 2014 |
| FBC-B 2405.2 ALLOWABLE GLAZING MATERIALS AND |
| LIMITATIONS. |
| SLOPED GLAZING SHALL BE ANY OF THE FOLLOWING MATERIALS, |
| SUBJECT TO THE LISTED LIMITATIONS. |
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| 5. 1. FOR MONOLITHIC GLAZING SYSTEMS, THE GLAZING |
| MATERIAL OF THE SINGLE LIGHT OR LAYER SHALL BE |
| LAMINATED GLASS WITH A MINIMUM 30-MIL (0.76 MM) |
| POLYVINYL BUTYRAL (OR EQUIVALENT) INTERLAYER, WIRED |
| GLASS, LIGHT-TRANSMITTING PLASTIC MATERIALS MEETING THE |
| REQUIREMENTS OF SECTION 2607, HEAT-STRENGTHENED GLASS |
| OR FULLY TEMPERED GLASS. |
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| 5.2. FOR MULTIPLE-LAYER GLAZING SYSTEMS, EACH LIGHT OR |
| LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS |
| SPECIFIED IN ITEM 1 ABOVE. |
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| ANNEALED GLASS IS PERMITTED TO BE USED AS SPECIFIED |
| WITHIN EXCEPTIONS 2 AND 3 OF SECTION 2405.3. |
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| 6) PLEASE SHOW COMPLIANCE WITH: 2014 FBC-B 406.6.2 |
| VENTILATION. A MECHANICAL VENTILATION SYSTEM SHALL BE |
| PROVIDED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| MECHANICAL. SEE MECHANICAL COMMENTS. |
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| 7) SHEET THE COVERSHEET INDICATES THERE ARE COMPONENTS |
| OF THIS PROJECT TO BE CONSIDERED NEW WORK (ADDITION) |
| BUT THERE ARE NO FIRE SPRINKLER PLANS WITHIN THIS |
| SUBMITTAL. 107.3.5.1.1 MINIMUM PLAN REVIEW CRITERIA FOR |
| COMMERCIAL BUILDINGS. (5) SCHEMATIC FIRE SPRINKLERS. |
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| 8) SHEET A10.0SHOWS 3 AREAS OF CONCERN FOR |
| ACCESSIBILITY: |
| 8A) THE CAF? HAS 2 AREAS IN QUESTION; (1) 226.1 |
| GENERAL. WHERE DINING SURFACES ARE PROVIDED FOR THE |
| CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| SEATING SPACES AND STANDING SPACES AT THE DINING |
| SURFACES SHALL COMPLY WITH 902. IN ADDITION, WHERE WORK |
| SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES, |
| AT LEAST 5 PERCENT SHALL COMPLY WITH 902. |
| 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. |
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| (2) THE HEIGHT OF COFFEE BAR. 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. |
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| 8B) PARTS RETAIL COUNTER / 116. 904.3.2 COUNTER. THE |
| COUNTER SURFACE HEIGHT SHALL BE 38 INCHES (965 MM) |
| MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE TOP OF |
| THE COUNTER EDGE PROTECTION SHALL BE 2 INCHES (51 MM) |
| MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE |
| AISLE SIDE OF THE CHECK-OUT COUNTER. |
| 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS AND |
| SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR 904.4.2. |
| THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND |
| THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. |
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| 8C) SALES MANAGERS COUNTER 104. . THE COUNTER SURFACE |
| HEIGHT SHALL BE 38 INCHES (965 MM) MAXIMUM ABOVE THE |
| FINISH FLOOR OR GROUND. THE TOP OF THE COUNTER EDGE |
| PROTECTION SHALL BE 2 INCHES (51 MM) MAXIMUM ABOVE THE |
| TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE |
| CHECK-OUT COUNTER. |
| 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS AND |
| SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR 904.4.2. |
| THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND |
| THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. |
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| 9) 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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| 10) 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. |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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