Plan Review Details - Permit 16060610
Plan Review Stops For Permit 16060610
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-10-17 Cont ID  
Sent By jwitmer Date 2016-10-17 Time 09:48 Rev Time 0.00
Received By jwitmer Date 2016-10-17 Time 09:48 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-08-14 Cont ID  
Sent By jwitmer Date 2016-08-14 Time 11:00 Rev Time 0.00
Received By jwitmer Date 2016-08-14 Time 10:16 Sent To M
Notes
2016-08-14 11:00:03BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16060610
 ADD: 1045 CHARLOTTE AVE.
 CONT: T.B.D./ TO BE DETERMINED
 TEL: EXT. 1053 CONTACT; DANIEL ROBERGE
 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.
  
 2ND REVIEW
 DATE: SUN. AUGUST 14/2016
 ACTION: DENIED
  
 1) COMPLIED
  
 2) SEMI-COMPLIED. THE OTHER ISSUE WITH THE MENS GANGED
 RESTROOM IS COMPLIANCE WITH 2014 FBC-ACCESS. CODE
 213.3.1.
 TOILET COMPARTMENTS. WHERE TOILET COMPARTMENTS ARE
 PROVIDED, AT LEAST ONE TOILET COMPARTMENT SHALL COMPLY
 WITH 604.8.1. IN ADDITION TO THE COMPARTMENT REQUIRED
 TO COMPLY WITH 604.8.1, AT LEAST ONE COMPARTMENT SHALL
 COMPLY WITH 604.8.2 WHERE SIX OR MORE TOILET
 COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF
 URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES.
  
 2A) COMPLIED. PLEASE SHOW COMPLIANCE WITH THE 2014
 FBC-ACCESS CODE: 604.8.2.1 SIZE. AMBULATORY ACCESSIBLE
 COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM
 AND A WIDTH OF 35 INCHES MINIMUM AND 37 INCHES MAXIMUM.
  
 2B) 2ND REQUEST. PLEASE SHOW COMPLIANCE WITH THE 2014
 FBC-ACCESS CODE: 604.8.2.2 DOORS. TOILET COMPARTMENT
 DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED
 COMPARTMENT AREA.
  
 2C) 2ND REQUEST. SEMI-COMPLIED. PLEASE REVIEW SHEET
 A-04 DETAIL 9 THE GRAB BAR IS DIMENSIONED FROM THE
 FLOOR TO CENTER LINE OF THE FIXTURE. NOTE UNDER THE
 2014 FBC-ACCESS. CODE SECTION 609.4 THE GRAB BAR IS NOW
 MEASURED FROM THE FINISH FLOOR TO THE TOP OF THE
 GRASPING SURFACE. PLEASE SHOW COMPLIANCE WITH THE 2014
 FBC-ACCESS CODE: 604.8.2.3 GRAB BARS. GRAB BARS SHALL
 COMPLY WITH 609. A SIDE-WALL GRAB BAR COMPLYING WITH
 604.5.1 SHALL BE PROVIDED ON BOTH SIDES OF THE
 COMPARTMENT.
  
 2D) 2ND REQUEST. 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.3: W.P.B. ADMINISTRATIVE CODE/SUCH INFORMATION
 SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-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.
  
 3A) 2ND REQUEST. SHEET M-1 NOTE # 5 INDICATES NEW 100 %
 OUTSIDE AIR UNIT TO REPLACE 2 EXISTING UNITS ON
 PLATFORMS. RESPONSE INDICATES THE NEW UNIT IS TO SET IN
 A WARE HOUSE MEZZANINE. 2014 FBC-M 403.2 OUTDOOR AIR
 REQUIRED.
 THE MINIMUM OUTDOOR AIRFLOW RATE SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 403.3. VENTILATION SUPPLY
 SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE
 OF OUTDOOR AIRFLOW TO THE BREATHING ZONE WITHIN EACH
 OCCUPIABLE SPACE.
  
 1ST REVIEW COMMENTS. THIS NEW ROOFTOP UNIT APPEARS TO
 BE ON A ROOF TOP CURB AND NOT ON AN A/C STAND. FOR A
 NEW RTU A HOLE WILL NEED TO BE CUT INTO THE ROOF DECK,
 PLEASE PROVIDE NEW FRAMING DETAIL AND HOW THE NEW
 FRAMING WILL TIE BACK INTO THE MWFRS (MAIN WIND FORCE
 RESISTING SYSTEM? 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
 FBC-B 1609.6.4 DESIGN PROCEDURE. THE MWFRS AND THE
 COMPONENTS AND CLADDING OF EVERY BUILDING OR OTHER
 STRUCTURE SHALL BE DESIGNED FOR THE PRESSURES
 CALCULATED USING EQUATION 16-35.
  
 3B) 2ND REQUEST. 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?
  
 3C)DEFERRED SUBMITTALS 107.3.4.2. 2014 FBC-B
 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)( C ) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES & CURBS
 (G) PRE-ENGINEERED A/C STANDS
  
 3D) DEFERRED SUBMITTALS 107.3.4.2. FBC 107.3.4.1
 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED
 BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 4) 2ND REQUEST. THE RESPONSE INDICATES THE WIND DESIGN
 CRITERIA WAS ADDED TO THE PLANS. THIS SHOULD BE ON THE
 STRUCTURAL SHEET S0.1, NOT FOUND BUT LOCATED ON THE
 ARCHITECTURAL COVERSHEET?
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. 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).
  
 5) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-06-17 Cont ID  
Sent By jwitmer Date 2016-06-17 Time 13:35 Rev Time 0.00
Received By jwitmer Date 2016-06-17 Time 10:10 Sent To  
Notes
2016-06-17 13:35:26BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16060610
 ADD: 1045 CHARLOTTE AVE.
 CONT: T.B.D./ TO BE DETERMINED
 TEL: EXT. 1053 CONTACT; DANIEL ROBERGE
 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: FRI. JUNE 17/2016
 ACTION: DENIED
  
 1) SHEET A-02 THE FLOOR PLAN INDICATES NEW ACCESSIBLE
 STALLS IN BOTH THE WOMEN?S AND MEN?S RESTROOMS. THE
 STALLS ARE NOT DIMENSIONED TO THEIR OVERALL WIDTH AND
 LENGTH. COMPLIANCE WITH 2014 FBC-ACCESS. CODE SECTION
 604.3.1 SIZE CANNOT BE DETERMINED. CLEARANCE AROUND A
 WATER CLOSET SHALL BE 60 INCHES (1525 MM) MINIMUM
 MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES
 (1420 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL.
  
 2) THE OTHER ISSUE WITH THE MEN?S GANGED RESTROOM IS
 COMPLIANCE WITH 2014 FBC-ACCESS. CODE 213.3.1.
 TOILET COMPARTMENTS. WHERE TOILET COMPARTMENTS ARE
 PROVIDED, AT LEAST ONE TOILET COMPARTMENT SHALL COMPLY
 WITH 604.8.1. IN ADDITION TO THE COMPARTMENT REQUIRED
 TO COMPLY WITH 604.8.1, AT LEAST ONE COMPARTMENT SHALL
 COMPLY WITH 604.8.2 WHERE SIX OR MORE TOILET
 COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF
 URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES.
  
 2A) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS
 CODE: 604.8.2.1 SIZE. AMBULATORY ACCESSIBLE
 COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES (1525 MM)
 MINIMUM AND A WIDTH OF 35 INCHES (890 MM) MINIMUM AND
 37 INCHES (940 MM) MAXIMUM.
  
 2B) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS
 CODE: 604.8.2.2 DOORS. TOILET COMPARTMENT DOORS,
 INCLUDING DOOR HARDWARE, SHALL COMPLY WITH 404, EXCEPT
 THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE
 COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF
 THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES
 (1065 MM) MINIMUM. THE DOOR SHALL BE SELF-CLOSING. A
 DOOR PULL COMPLYING WITH 404.2.7 SHALL BE PLACED ON
 BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET
 COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM
 REQUIRED COMPARTMENT AREA.
  
 2C) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS
 CODE: 604.8.2.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH
 609. A SIDE-WALL GRAB BAR COMPLYING WITH 604.5.1 SHALL
 BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT.
  
 2D) PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-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.
  
 3A) SHEET M-1 NOTE # 5 INDICATES NEW 100 % OUTSIDE AIR
 UNIT TO REPLACE 2 EXISTING UNITS ON PLATFORMS.
 THIS NEW ROOFTOP UNIT APPEARS TO BE ON A ROOF TOP CURB
 AND NOT ON AN A/C STAND. FOR A NEW RTU A HOLE WILL NEED
 TO BE CUT INTO THE ROOF DECK, PLEASE PROVIDE NEW
 FRAMING DETAIL AND HOW THE NEW FRAMING WILL TIE BACK
 INTO THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM?
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
 FBC-B 1609.6.4 DESIGN PROCEDURE. THE MWFRS AND THE
 COMPONENTS AND CLADDING OF EVERY BUILDING OR OTHER
 STRUCTURE SHALL BE DESIGNED FOR THE PRESSURES
 CALCULATED USING EQUATION 16-35.
  
 3B) THE ROOF TOP CURB WILL ALSO NEED TO BE SECURED TO
 THE ROOF FRAMING AS WELL AS THE NEW RTU TO THE ROOF TOP
 CURB. PLEASE PROVIDE ANCHORING SYSTEM FOR THE CURB AND
 RTU.
 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?
  
 3C) 2014 FBC-B 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)( C ) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES & CURBS
 (G) PRE-ENGINEERED A/C STANDS
  
 3D) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4) 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. 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).
  
 5) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2016-09-26 Cont ID  
Sent By vperez Date 2016-09-26 Time 15:12 Rev Time 0.00
Received By vperez Date 2016-09-26 Time 15:12 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-08-09 Cont ID  
Sent By albarran Date 2016-08-09 Time 15:34 Rev Time 0.00
Received By albarran Date 2016-08-09 Time 14:24 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-06-27 Cont ID  
Sent By vperez Date 2016-06-27 Time 17:12 Rev Time 0.00
Received By vperez Date 2016-06-27 Time 17:12 Sent To  
Notes
2016-06-27 17:12:20INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. ADDRESS MECHANICAL COMMENT REGARDING ENERGY
 REQUIREMENTS FOR AN ELECTRICAL APPROVAL.
 2. FURTHER COMMENTS MAY FOLLOW UPON RE-REVIEW. FEEL
 FREE TO CONTACT ME AT THE NUMBER BELOW SHOULD YOU HAVE
 ANY QUESTIONS OR CONCERN.
  
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-09-27 Cont ID  
Sent By pleduc Date 2016-09-27 Time   Rev Time 0.00
Received By pleduc Date 2016-09-27 Time 13:42 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-10-21 Cont ID  
Sent By skennedy Date 2016-10-21 Time 15:07 Rev Time 0.00
Received By skennedy Date 2016-09-23 Time 15:25 Sent To  
Notes
2016-09-23 15:25:57B32
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-08-19 Cont ID  
Sent By cpuell Date 2016-08-19 Time 11:00 Rev Time 0.00
Received By cpuell Date 2016-08-08 Time 15:31 Sent To  
Notes
2016-08-08 15:32:01B33
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-06-27 Cont ID  
Sent By vperez Date 2016-06-27 Time 17:13 Rev Time 0.00
Received By vperez Date 2016-06-27 Time 17:12 Sent To  
Notes
2016-06-09 13:52:52B08
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-10-21 Cont ID  
Sent By skennedy Date 2016-10-21 Time 15:07 Rev Time 0.00
Received By skennedy Date 2016-10-21 Time 15:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-08-18 Cont ID  
Sent By jvalido Date 2016-08-18 Time 17:50 Rev Time 0.00
Received By jvalido Date 2016-08-18 Time 17:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-06-13 Cont ID  
Sent By jvalido Date 2016-06-13 Time 10:35 Rev Time 0.00
Received By jvalido Date 2016-06-13 Time 09:50 Sent To  
Notes
2016-06-13 10:07:42FLORIDA ENERGY CODE FBC 2014
  
 C101.4.4 CHANGE IN OCCUPANCY OR USE.
 SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD
 RESULT IN AN INCREASE IN DEMAND FOR EITHER FOSSIL FUEL
 OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CODE. WHERE
 THE USE IN A SPACE CHANGES FROM ONE USE IN TABLE
 C405.5.2(1) OR (2) TO ANOTHER USE IN TABLE C405.5.2(1)
 OR (2), THE INSTALLED LIGHTING WATTAGE SHALL COMPLY
 WITH SECTION C405.5.
  
 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.
  
 PROVIDE ENERGY AND HEAT LOAD CALCULATIONS.
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-10-21 Cont ID  
Sent By gjohnson Date 2016-10-21 Time 15:01 Rev Time 0.00
Received By gjohnson Date 2016-10-21 Time 15:01 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-06-20 Cont ID  
Sent By gearl Date 2016-06-20 Time   Rev Time 0.00
Received By gearl Date 2016-06-20 Time 15:01 Sent To  
Notes
***NONE***


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