| Date |
Text |
| 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] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 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. |
| | |
| | |
| | 1ST REVIEW |
| | DATE: THURS. DEC.17/2015 |
| | ACTION: DENIED |
| | |
| | 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. |
| | |
| | 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] |
| | |
| | 2A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 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. |
| | |
| | 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 |
| | |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 5.2. FOR MULTIPLE-LAYER GLAZING SYSTEMS, EACH LIGHT OR |
| | LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS |
| | SPECIFIED IN ITEM 1 ABOVE. |
| | |
| | ANNEALED GLASS IS PERMITTED TO BE USED AS SPECIFIED |
| | WITHIN EXCEPTIONS 2 AND 3 OF SECTION 2405.3. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | (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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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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