Plan Review Details - Permit 15110017
Plan Review Stops For Permit 15110017
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-06-24 Cont ID  
Sent By jwitmer Date 2016-06-24 Time 07:03 Rev Time 0.00
Received By jwitmer Date 2016-06-24 Time 06:29 Sent To  
Notes
2016-06-24 06:51:52BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110017
 ADD: 1001 S. FLAGLER DR. STAIR PRESSURIZATION
 CONT: GREENVIEW CONSTRUCTION LLC
 TEL: 561-727-5013
 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.
  
 2NDREVIEW
 DATE: FRI. JUNE 24/2016
 ACTION: BUILDING PROVISO
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1) PROVIDE A DETAIL FROM THE STRUCTURAL ENGINEER ON THE
 ANCHORING OF THE CURB TO THE WALL AND THE ANCHORING OF
 THE ROOF TOP STAND AND ANCHORING OF THE FAN TO THE ROOF
 TOP STAND. 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?
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-02-18 Cont ID  
Sent By jwitmer Date 2016-02-18 Time 13:44 Rev Time 0.00
Received By jwitmer Date 2016-02-18 Time 13:44 Sent To  
Notes
2016-02-18 14:05:50BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110017
 ADD: 1001 S. FLAGLER DR. STAIR PRESSURIZATION
 CONT: GREENVIEW CONSTRUCTION LLC
 TEL: 561-727-5013
 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. FEB. 18/2016
 ACTION: DENIED
  
 1) A MEETING WAS HELD TODAY WITH THE CONTRACTOR CHRIS
 TYSON AND THE PRESIDENT OF P.B.A.U. AND MYSELF ON THE
 TOPIC OF STAIR PRESSUREIZATION AND THE COORDINATING OF
 THE PLANS FOR THE VARIOUS TRADES, WHO WILL BE THE
 DESIGNER OF RECORD FOR THE WHOLE PROJECT AND THE SHOP
 DRAWING OF THE APPROVAL BY THE DESIGNER OF RECORD. THE
 (2) SUBMITTED STAIR PRESSURE DESIGN DOCUMENTS WILL
 REFLECT THE SAME EQUIPMENT AND DESIGN, NOT TO DIFFERENT
 DESIGNS.
 2) WE ALSO TALKED ABOUT THE REQUIREMENT ON THE NEXT
 SUBMITTAL ALL EXISITNG PERMIT APPLICATIONS AND THE
 ADDITIONAL ELECTRICAL AND FIRE ALARM.
 3) THE CGC PERMIT APPLICATION WILL NEED TO BE MODIFIED
 IN THE SCOPE OF WORK TO REFLECT WHAT CAN BE COVERED
 UNDER THE CGC LICENSURE.
 4) THE CGC PERMIT AND PLANS WILL ALSO NEED TO REFLECT
 THE ROOF TOP CURBS, AND INTAKE FANS, AS WELL AS THE NEW
 A/C STANDS THAT WERE ADDED UNDER THE ROOFING PERMIT
 WHICH DOES NOT SHOW ANY OF THESE PRODUCT APPROVALS
 SUBMITTED UNDER THAT PERMIT IN FILE NET THE BUILDING
 DEPARTMENT RECORD RETENSION PROGRAM.
 THE ROOFING PERMIT ALSO INDICATES THE INSTALATION OF A
 NEW DOOR ITEM # 18 CORRIN DOOR, NO PRODUCT APPROVAL HAD
 BEEN SUBMITTED.
 , 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.
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 5) THE NEW HOLES IN EITHER THE ROOF SLAB AND OR WALL
 WILL ALSO NEED TO BE ADDRESSED AND THE REQUIRED
 ANCHORING OF THE ROOF TOP EXHAUST BACK DRAFT DAMPER.
 PLEASE PROVIDE THE WIND DESIGN CRITERIA AND ANCORING.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 6) WORK TO BE DETREMINED BY OTHERS:
 6A) NEW POWER WIRING, ELECTRICAL PLANS, DISCONNECTS BY
 ELECTRICAL CONTRACTOR.
 6B) CONTROL WIRING BY ELECTRICAL CONTRACTOR.
 6C) ROOF FLASHING FOR ROOF CURBS AND WALLS
 6D) INTERFACE OF NEW STAIRWELL PRESSURIZATION SYSTEM
 INTO THE EXISTING FIRE ALARM
 6E) EMERGENCY POWER FOR NEW STAIRWELL PRESSURIZATION
 FAN ( NOT HIGHRISE, MAY NOT HAVE A BACKUP GENERATOR)?
 6F) DOOR CLOSER AND ADJUSTMENTS
  
 7) 2014 FBC-B 909.2 GENERAL DESIGN REQUIREMENTS.
 BUILDINGS, STRUCTURES OR PARTS THEREOF REQUIRED BY THIS
 CODE TO HAVE A SMOKE CONTROL SYSTEM OR SYSTEMS SHALL
 HAVE SUCH SYSTEMS DESIGNED IN ACCORDANCE WITH THE
 APPLICABLE REQUIREMENTS OF SECTION 909 AND THE
 GENERALLY ACCEPTED AND WELL-ESTABLISHED PRINCIPLES OF
 ENGINEERING RELEVANT TO THE DESIGN. THE CONSTRUCTION
 DOCUMENTS SHALL INCLUDE SUFFICIENT INFORMATION AND
 DETAIL TO ADEQUATELY DESCRIBE THE ELEMENTS OF THE
 DESIGN NECESSARY FOR THE PROPER IMPLEMENTATION OF THE
 SMOKE CONTROL SYSTEMS. THESE DOCUMENTS SHALL BE
 ACCOMPANIED BY SUFFICIENT INFORMATION AND ANALYSIS TO
 DEMONSTRATE COMPLIANCE WITH THESE PROVISIONS.
  
 8) 2014 FBC-B 909.4 ANALYSIS. A RATIONAL ANALYSIS
 SUPPORTING THE TYPES OF SMOKE CONTROL SYSTEMS TO BE
 EMPLOYED, THEIR METHODS OF OPERATION, THE SYSTEMS
 SUPPORTING THEM AND THE METHODS OF CONSTRUCTION TO BE
 UTILIZED SHALL ACCOMPANY THE SUBMITTED CONSTRUCTION
 DOCUMENTS AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
 ITEMS INDICATED IN SECTIONS 909.4.1 THROUGH 909.4.6.
  
 9) PLEASE SEE THE REQUIREMENTS FOR ROOF TOP GUARDS,
 1013.6 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 10) 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE
 THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048
 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE
 AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30
 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW.
 THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE
 PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
  
 11) 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]
  
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-06-21 Cont ID  
Sent By pleduc Date 2016-06-21 Time   Rev Time 0.00
Received By pleduc Date 2016-06-21 Time 10:04 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-11-16 Cont ID  
Sent By pleduc Date 2015-11-16 Time   Rev Time 0.00
Received By pleduc Date 2015-11-16 Time 15:37 Sent To PC
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-07-12 Cont ID  
Sent By lmarchan Date 2016-07-12 Time 07:56 Rev Time 0.00
Received By lmarchan Date 2016-06-02 Time 08:43 Sent To  
Notes
2016-06-03 09:09:51B11

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-16 Cont ID  
Sent By pleduc Date 2015-11-16 Time   Rev Time 0.00
Received By pleduc Date 2015-11-02 Time 14:46 Sent To M
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-07-06 Cont ID  
Sent By hmoser Date 2016-07-06 Time 14:14 Rev Time 0.00
Received By hmoser Date 2016-07-06 Time 07:02 Sent To  
Notes
2016-07-06 15:15:19REFER TO SECTION
 909.9 DESIGN FIRE 2014 FBC
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2015-11-16 Cont ID  
Sent By pleduc Date 2015-11-16 Time 15:42 Rev Time 0.00
Received By hmoser Date 2015-11-03 Time 13:13 Sent To FIRE
Notes
2015-11-16 09:07:34PASS PROVISO
  
 1) PROVIDE A DETAIL FROM THE STRUCTURAL ENGINEER ON THE
 BOLT SIZE ANCHORING THE FANS TO EQUIPMENT SUPPORT,
 AT FIRST INSPECTION. PER SECTION 305.15 WIND RESISTANCE
 2014 FBC (M)
 2) REFER TO SECTION 501.3.1 LOCATION OF EXHAUST
 OUTLETS.
 KEY NOTE # 6 PAGE M-1 2014 FBC (M)
 3) TEST WILL BE REQUIRED FOR STAR PRESSURIZATION DOOR
 PULLS AND DOOR PUSH.
  
 PLAN REVIEW BY HAROLD MOSER
 OFFICE 561-805-6732
 FAX 561-805-6676


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