Plan Review Notes
Plan Review Notes For Permit 15100764
Permit Number 15100764
Review Stop B
Sequence Number 1
Notes
Date Text
2015-11-02 13:50:51BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100764
 ADD: 1100 W. TECHNOLOGY PL. SUITE # 110
 CONT: HEDRICK BROS. CONSTRUCION
 TEL: (561)689-8880
 E-MAIL: ???????
  
 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: MON. NOV. 02/2014
 ACTION: DENIED
  
 1) THE SUBMITTED PLANS INDICATES THIS TENANT SPACE IS A
 CHANGE OF OCCUPANCY FROM A F1 OCCUPANCY, A DRY CLEANING
 FACILITY WHERE THERE WAS A BOILER, NOT JUST A DROP OFF
 AND PICK UP FACILITY. PERMIT # 99111358 SHOULD A FULL
 SCALE DRY CLEANING FACILITY, THE NEW OCCUPANCY IS
 INDICATED AS A BUSINESS OCCUPANCY. SHEET A0.2 & M1.1
 BOTH SHOW A NEW
 RTU TO BE INSTALLED ON THE ROOF.
 2014 ENERGY CODE C101.4.5 CHANGE IN SPACE CONDITIONING.
 ANY NONCONDITIONED SPACE THAT IS ALTERED TO BECOME
 CONDITIONED SPACE SHALL BE REQUIRED TO BE BROUGHT INTO
 FULL COMPLIANCE WITH THIS CODE. PLEASE PROVIDE HOW
 COMPLIANCE WILL BE ACHIEVED?
  
 2014 C401.2 APPLICATION. COMMERCIAL BUILDINGS SHALL
 COMPLY WITH ONE OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
 NOTE THE OVERHEAD DOOR MAYBE REQUIRED TO BE INSULATED,
 DEPENDING ON THE EMERGY CALCULATIONS.
  
 2A) THE PLANS DO NOT INDICATE HOW THE ROOF IS GOING TO
 BE FRAMED IN AROUND THE NEW ROOF TOP HOLE FOR THE NEW
 RTU. PLEASE PROVIDE FRAMING MEMBERS REQUIRED, TYPE OF
 MATERIALS, BAR JOIST WILL REQUIRE STIFFENERS IN THE BAR
 JOIST, FRAMING DETAILS, AND PLEASE PROVIDE HOW THE NEW
 ROOF TOP CURB WILL BE ANCHORED TO THE BAR JOIST AND
 FRAMING MEMBERS. PLEAS ALSO PROVIDE A PRODUCT APPROVAL
 FOR THE NEW ROOF TOP CURB FOR THE RTU UNIT. MWFRS MAIN
 WIND FORCE RESISSTING SYSTEM AND 2014 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
  
 2B) THE PLANS DO NOT INDICATE HOW THE RTU ROOF TOP UNIT
 IS GOING TO BE ATTACHED TO THE ROOF TOP CURB TO RESIST
 LATERAL SLIDDING AND THE MOMENT OF OVERTURNING. PLEASE
 PROVIDE DETAIL. 2014 FBC-B 1609.6.4.4.1.
  
 3) THW PLANS DO NOT INDICATE THE ROOF ELEVATION NOR IF
 THERE IS A PAREPET AND THE HEIGHT OF THE PAREPET.
 APERMANENT LADDER MAYBE REQUIRED FOR ROOF TOP ACCESS,
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B ? 1509.6.4
 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS
  
 4) THE OTHER ISSUE MAYBE THE ARCHITECTURAL PLANS DO NOT
 PROVIE THE HEIGHT OF THE PARAPET WALL, ZONING MAY
 REQUIRE THE A/C RTU ROOF TOP UNIT TOBE SCREENED. IF SO
 PLEASE PROVIDE HOW THE FRAMEWORK WILL BE ATTACHED TO
 THE MAINWIND FORCE RESISTING SYSTEM AND HOW THE WIND
 SCREEN IS TO BE ATTACHED TO THE FRAME. WHAT WIND DESIGN
 PERAMETERS ARE GOING TO BE USED TO FORMULATE THE
 RELEASE OF THE FABRIC IN HIGH WIND EVENTS?
 1609.6.4.4.1/ 3105.4.2.1.
  
 5) 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.
  
 6) 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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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