Plan Review Details - Permit 16070797
Plan Review Stops For Permit 16070797
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-01-05 Cont ID  
Sent By rlecky Date 2017-01-05 Time 14:05 Rev Time 0.00
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***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-12-02 Cont ID  
Sent By jwitmer Date 2016-12-02 Time 16:31 Rev Time 0.00
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Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-07-22 Cont ID  
Sent By jwitmer Date 2016-07-22 Time 09:27 Rev Time 0.00
Received By jwitmer Date 2016-07-22 Time 05:55 Sent To  
Notes
2016-07-22 09:27:17 
 BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070797
 ADD: 3400 S. DIXIE HWY.
 CONT: TBD / TO BE DETERMINED
 TEL: 561-689-8880
 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. JULY 22/
 2016
 ACTION: DENIED
  
 1) THE SUBMITTED PLAN SP1 IS MISSING THE DESIGN
 PARAMETERS THIS ADDITION WAS DESIGNED TO? 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED. 2014 FBC-EXISTING
 BUILDING CODE, 2014 FBC-B AND THE 2016 SUPPLEMENTS TO
 THE 2014 FBC.
  
 2) THE PLAN SP-1 IS MISSING THE WIND DESIGN CRITERIA
 FOR THIS BUILDING AND ADDITION. 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:
  
 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 2.2. RISK CATEGORY.
  
 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 2.5. 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.
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) MISSING PLAN REVIEW CRITERIA, 107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS- BUILDINGS:
 OCCUPANCY TYPE FOR THE MAIN BUILDING & ADDITION
 MINIMUM BUILDING TYPE
 IS THE BUILDING CURRENTLY FIRE SPRINKLED OR NOT
 FLOOR PLAN OF THE BUILDING AND ADDITION
  
 4) SHEET SP-1 DETAIL SECTION 1-1 INDICATE A SECTION
 THROUGH THE EXTERIOR WALL, THE TYPE STYLE OF
 CONSTRUCTION IS NOT IDENTIFIED (CBS OR WOOD FRAME), IT
 IS NOT CLEAR FROM THIS DETAIL IF THIS IS AN EXISTING
 DOOR OPENING. NONE OF THE DETAILS GIVEN SHOW THE WALL
 LINE OF THE EXISTING CONSTRUCTION, THE FLOOR PLAN SHOWS
 THE NEW COOLER DOOR SWINGING TO THE INTERIOR OF THE
 EXISTING BUILDING BUT THERE IS NO CORRELATION AS WHERE
 THE EXISTING BUILDING WALL IS IN RELATIONSHIP TO THE
 COOLER DOOR. TO HAVE THE COOLER DOOR SWING INTO THE
 INTERIOR SPACE THAT OPENING HAS TO BE LARGER THAN A
 3?-0? DOOR OPENING, TO HAVE CLEARANCE FOR THE HINGES
 AND THE LOCKING MECHANISM ON THE OPPOSITE SIDE OF THE
 DOOR. PLEASE PROVIDE A DETAIL FOR THE NEW FRAMED IN
 OPENING WITH OPENING SIZE, SHOW HOW MANY FULL LENGTH
 STUDS ARE ON EACH SIDE OF THE DOOR, JACK STUDS, SIZE OF
 THE HEADER, SPAN OF THE HEADER, PLEASE SHOW ALL
 ANCHORING DEVISES SINCE THIS FRAMING IS PART OF THE
 MAIN WIND FORCE RESISTING SYSTEM (MWFRS). 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 5) SHEET SP-1 DETAIL SECTION 1-1 SHOWS A 10 INCH WIDE X
 18 INCH DEEP 3 BAR CONCRETE FOOTING WHEREAS THE PLANS
 ARE SILENT TO WHAT IS ABOVE THE BASE ASPHALT, IT IS
 UNKNOWN IF THIS IS A CONCRETE SLAB OR THE BOTTOM OF THE
 COOLER . 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. SEE
 MINIMUM REQUIREMENT THICKNESS FOR CONCRETE SLABS
 1907.1.
  
 6) PLEASE NOTE MAY OR MAY NOT BE A CODE VIOLATION
 DEPENDING ON THE END USAGE AS A COOLER. NOT HAVING A 6
 MIL POLYETHYLENE VAPOR BARRIER UNDER THE NEW ADDITION,
 2014 FBC-B 1816.1, 1907.2, AND SECTION RADON APPENDIX
 E104.2.
  
 6) THE PLANS SHEET SP-1 SHOWS NEW INTERIOR SQUARE
 FOOTAGE BEING CREATED THE DESIGNER DOES NOT INDICATE
 HOW COMPLIANCE WITH 2014 FBC-B SECTION ON 1816.1THROUGH
 1816.2 TERMITE PROTECTION.
  
 7) THE SHEET SP-1 SECTION 1-1 DOES NOT SHOW COMPLIANCE
 WITH THE 2014 FBC-B 1503.7 PROTECTION AGAINST DECAY AND
 TERMITES. CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL
 DISCHARGE AT LEAST 1 FOOT (305 MM) AWAY FROM THE
 STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL
 EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS
 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6
 INCHES (152 MM) HORIZONTAL PROJECTION EXCEPT FOR GABLE
 END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
  
 18) SHEET SP-1 THE WALL SECTION 1-1 INDICATES THE USE
 OF 6 IN. X 16 GAUGE TRACK / BOTTOM PLATE TO BE ANCHORED
 WITH (2) ? INCH X 2 INCH TAPCONS 16 INCHES O.C. THE
 PLANS DO NOT INDICATE HOW CLOSE (MINIMUM DISTANCE TO
 THE EDGE OF CONCRETE) THE TAPCONS CAN BE INSTALLED AND
 TAKE THE FULL VALUE OF THE SERVICE LOADS. THE PLANS ARE
 SILENT ON THE MINIMUM DISTANCE APART THE 2 TAPCONS CAN
 BE WITHIN THE 16 INCHES O. C. AND STILL TAKE THE FULL
 VALUE OF THE SERVICE LOAD GIVEN BY THE MANUFACTURER OF
 THE TAPCON. PLEASE SUPPLY TESTING REPORT FOR ALLOWABLE
 SERVICE DESIGN FOR THIS PRODUCT FOR SHEAR AND TENSION
 LOADS, ARE THE ALLOWABLE LOADS TAKEN WITH OR WITHOUT
 INSPECTION AT TIME OF INSTALLATION? ASTM E 488.
  
 19) THE PLANS SHEET SP-1 DOES NOT PROVIDE A DETAIL FOR
 SEALING OF THE BOTTOM METAL TRACK, FLASHING DETAIL,
 SEALING THE PLYWOOD SHEATHING, WIRE LATH AND STUCCO
 FROM THE CONCRETE FOUNDATION BELOW. 2014 FBC-B
 1405.4 FLASHING. FLASHING SHALL BE INSTALLED IN SUCH A
 MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL
 OR TO REDIRECT IT TO THE EXTERIOR. FLASHING SHALL BE
 INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW
 ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR
 WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH
 ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR
 PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
 LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING
 WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH
 SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND
 CONTINUOUSLY ABOVE PROJECTING TRIM.
  
 20) SHEET SP-1 DETAIL SECTION 1-1 IS ALSO MISSING A
 FLASHING DETAIL FOR THE NEW ROOF TO EXISTING WALL
 CONNECTION. 2014 FBC-B 1503.2 FLASHING. FLASHING SHALL
 BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE
 ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS,
 THROUGH MOISTURE-PERMEABLE MATERIALS AND AT
 INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS
 THROUGH THE ROOF PLANE.
  
 21) SHEET SP-1 DETAIL SECTION 1-1 IS ALSO MISSING THE
 ROOF JOIST CONNECTION TO THE EXISTING WALL IN IN SHEAR
 LOADS NOR THE END OF THE ROOF JOIST IN SHEAR LOAD
 VERTICAL LOADING (TENSION) AS WELL AS SHEAR LOADING
 (LATERAL LOADS) NO FASTENER INFORMATION SUPPLIED NOR IF
 THERE WAS TO HAVE STRAPS APPLIED TO MAKE A CONTINUOUS
 LOAD PATH FROM THE ROOF FRAMING MEMBERS TO THE TOP
 PLATE AND WALL FRAMING MEMBERS. THE SAME HOLDS TRUE FOR
 THE CONNECTION TO THE BOTTOM PLATE.
  
 2014 FBC-B 2211.4 WALL STUD DESIGN. WALL STUDS SHALL BE
 DESIGNED IN ACCORDANCE WITH EITHER AISI S211 OR AISI
 S100.
  
 2211.5 FLOOR AND ROOF SYSTEM DESIGN. FRAMING FOR FLOOR
 AND ROOF SYSTEMS IN BUILDINGS SHALL BE DESIGNED IN
 ACCORDANCE WITH EITHER AISI S210 OR AISI S100.
  
 2211.6 LATERAL DESIGN. LIGHT-FRAME SHEAR WALLS,
 DIAGONAL STRAP BRACING THAT IS PART OF A STRUCTURAL
 WALL AND DIAPHRAGMS USED TO RESIST WIND, SEISMIC AND
 OTHER IN-PLANE LATERAL LOADS SHALL BE DESIGNED IN
 ACCORDANCE WITH AISI S213.
  
 22A) SHEET SP-1 DETAIL SECTION 1-1 IS ALSO MISSING THE
 TYPE OF ROOF SHEATHING TO BE APPLIED TO THIS STRUCTURE,
 NOTE INDICATES A SINGLE PLY ROOF SYSTEM OVER 30 LB.
 FELT TINTAGED. 107.2.1 ADDITIONAL INFORMATION REQUIRED.
 / 107.3.5.1.1 MINIMUM REQUIREMENTS FOR PLAN REVIEW FOR
 COMMERCIAL BUILDINGS
 (8) STRUCTURAL REQUIREMENTS SHALL REQUIRE ROOF SYSTEMS.
  
 22B) PLEASE NOTE A ROOFING PERMIT WILL ALSO BE
 REQUIRED. TO DATE NO PRODUCT APPROVALS WERE SUBMITTED
 WITH THIS PERMIT PACKAGE. , 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
  
 23) THE PLANS INDICATE THE INSTALLATION OF A COOLER
 WITHIN THE NEW ADDITION. NO INFORMATION HAS BEEN
 SUBMITTED FOR THIS COOLER, IS IT A PREFABRICATED COOLER
 SYSTEM OR A SITE BUILT COOLER. PLEASE PROVIDE
 COMPLIANCE WITH: 2014 FBC-B 2603.4.1.2 COOLER AND
 FREEZER WALLS.
 FOAM PLASTIC INSTALLED IN A MAXIMUM THICKNESS OF 10
 INCHES (254 MM) IN COOLER AND FREEZER WALLS SHALL:
  
 1. HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450, WHERE
 TESTED IN A MINIMUM 4-INCH (102 MM) THICKNESS.
  
 2. HAVE FLASH IGNITION AND SELF-IGNITION TEMPERATURES
 OF NOT LESS THAN 600?F AND 800?F (316?C AND 427?C),
 RESPECTIVELY.
  
 3. HAVE A COVERING OF NOT LESS THAN 0.032-INCH (0.8 MM)
 ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A BASE
 METAL THICKNESS NOT LESS THAN 0.0160 INCH (0.4 MM) AT
 ANY POINT.
  
 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 903.3.1.1. WHERE THE COOLER OR
 FREEZER IS WITHIN A BUILDING, BOTH THE COOLER OR
 FREEZER AND THAT PART OF THE BUILDING IN WHICH IT IS
 LOCATED SHALL BE SPRINKLERED.
  
 2603.4.1.3 WALK-IN COOLERS. IN NONSPRINKLERED
 BUILDINGS, FOAM PLASTIC HAVING A THICKNESS THAT DOES
 NOT EXCEED 4 INCHES (102 MM) AND A MAXIMUM FLAME SPREAD
 INDEX OF 75 IS PERMITTED IN WALK-IN COOLERS OR FREEZER
 UNITS WHERE THE AGGREGATE FLOOR AREA DOES NOT EXCEED
 400 SQUARE FEET (37 M2) AND THE FOAM PLASTIC IS COVERED
 BY A METAL FACING NOT LESS THAN 0.032-INCH-THICK (0.81
 MM) ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A
 MINIMUM BASE METAL THICKNESS OF 0.016 INCH (0.41 MM). A
 THICKNESS OF UP TO 10 INCHES (254 MM) IS PERMITTED
 WHERE PROTECTED BY A THERMAL BARRIER.
  
 24) PLEASE NOTE COOLERS AND THEIR ASSOCIATED MECHANICAL
 EQUIPMENT DO REQUIRE A SEPARATE PERMIT FOR,
 LICENSING PURPOSES, PERMIT TRACKING OF INSPECTIONS,
 ETC. 105.1 REQUIRED. ANY CONTRACTOR, OWNER, OR AGENT
 AUTHORIZED IN ACCORDANCE WITH FLORIDA STATUTE 489 WHO
 INTENDS TO CONSTRUCT, ENLARGE, ALTER, REPAIR, MOVE,
 DEMOLISH, OR CHANGE THE OCCUPANCY OF A BUILDING OR
 STRUCTURE, OR TO ERECT, INSTALL, ENLARGE, ALTER,
 REPAIR, REMOVE, CONVERT OR REPLACE ANY IMPACT RESISTANT
 COVERINGS, ELECTRICAL, GAS, MECHANICAL, PLUMBING OR
 FIRE PROTECTION SYSTEM, OR ACCESSIBLE OR FLOOD
 RESISTANT SITE ELEMENT, THE INSTALLATION OF WHICH IS
 REGULATED BY THIS CODE, OR TO CAUSE ANY SUCH WORK TO BE
 DONE, SHALL FIRST MAKE APPLICATION TO THE BUILDING
 OFFICIAL AND OBTAIN THE REQUIRED PERMIT.
  
 25) SHEET SP-1 SHOWS THE COOLER CONDENSER TO BE
 INSTALLED ON TOP OF THE EXISTING SLOPED ROOF. PLEASE
 PROVIDE THE SLOPE OF THE ROOF. PLEASE SHOW COMPLIANCE
 WITH: 2014 FBC-B 1509.4. 1509.6.4 EQUIPMENT AND
 APPLIANCES ON ROOFS OR ELEVATED STRUCTURES. 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).
  
 26) SHEET SP-1 INDICATES THE NEW COOLER CONDENSER TO BE
 MOUNTED TO A CONDENSER STAND. PLEASE PROVIDE THE
 ENGINEERING FOR THE BLOCKING BENEATH THE ROOF DECK TO
 ANCHOR THE NEW CONDENSER UNIT TO, ALSO PROVIDE HOW A
 WATER TIGHT PENETRATION WILL BE ACHIEVED? 107.2.1
 MISSING INFORMATION.
 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?
 1503.2 FLASHING. FLASHING SHALL BE INSTALLED IN SUCH A
 MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND
 ROOF THROUGH JOINTS IN COPINGS, THROUGH
 MOISTURE-PERMEABLE MATERIALS AND AT INTERSECTIONS WITH
 PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF
 PLANE.
  
 27A) MISSING THE PRODUCT APPROVAL FOR THE ROOFTOP
 PRE-ENGINEERED A/C STAND. 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) (G) PRE-ENGINEERED A/C STANDS.
  
 27B) 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..
  
 28) 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 .
  
 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 2017-01-05 Cont ID  
Sent By rlecky Date 2017-01-05 Time 14:05 Rev Time 0.00
Received By rlecky Date 2017-01-05 Time 14:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-12-14 Cont ID  
Sent By vperez Date 2016-12-14 Time 09:46 Rev Time 0.00
Received By vperez Date 2016-12-14 Time 09:08 Sent To  
Notes
2016-12-14 09:49:51ELECRTRICAL SCOPE NOW SHOWN ON CONSTRUCTION DOCUMENTS
 INDICATING NEW LOADS BEING ADDED TO EXISTING
 PANELBOARD, PLEASE PROVIDE A REVISED ELECTRICAL PANEL
 SCHEDULE AND CALCULATIONS TO VERIFY ADDED LOADS TO
 PANELBOARD. FBC 107.3.5
  
 RECEPTACLE ADDED TO BE GFCI PROTECTED
  
 ADDRESS ZONING COMMENTS
  
 VAL PEREZ\
 *6717
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-27 Cont ID  
Sent By vperez Date 2016-07-27 Time 07:25 Rev Time 0.00
Received By vperez Date 2016-07-26 Time 07:51 Sent To  
Notes
2016-07-27 07:28:40INITIAL 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- PLEASE ADDRESS FIRE AND BUILDING COMMENTS FOR A
 COMPLETE ELECTRICAL REVIEW. FBC 107.3.5
 2- PROVIDE PER FBC 107.3.5 MINIMUM CRITERIA PLAN
 REVIEW, ALL REQUIRED ELECTRICAL SCOPE ON PLANS.
 3- COMMENT TO FOLLOW UPON RESUBMITTAL.
  
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-01-05 Cont ID  
Sent By pleduc Date 2017-01-05 Time   Rev Time 0.00
Received By pleduc Date 2017-01-05 Time 11:17 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-11-16 Cont ID  
Sent By pleduc Date 2016-11-16 Time   Rev Time 0.00
Received By pleduc Date 2016-11-16 Time 15:42 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-07-22 Cont ID  
Sent By pleduc Date 2016-07-22 Time   Rev Time 0.00
Received By pleduc Date 2016-07-22 Time 14:22 Sent To  
Notes
2016-07-22 15:03:36THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET SP 1- THERE IS NO INDICATION OF THE TYPE OF
 OCCUPANCY OF THE EXISITNG BUILDING THAT IS BEING ADDED
 ON TO TO ENSURE THE TYPE OF FIRE PROTECTION IS REQUIRED
 TO BE COMPLIED WITH.
  
 PER NFPA 1 1.14 PLAN REVIEW.
  
 1.14.1 WHERE REQUIRED BY THE AHJ FOR NEW CONSTRUCTION,
 MODIFICATION, OR REHABILITATION, CONSTRUCTION DOCUMENTS
 AND SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED, AND
 APPROVED PRIOR TO THE START OF SUCH WORK AS PROVIDED IN
 SECTION 1.14.
  
 1.14.2 THE APPLICANT SHALL BE RESPONSIBLE TO ENSURE
 THAT THE FOLLOWING CONDITIONS ARE MET:
 (1) THE CONSTRUCTION DOCUMENTS INCLUDE ALL OF THE FIRE
 PROTECTION REQUIREMENTS.
 (2) THE SHOP DRAWINGS ARE CORRECT AND IN COMPLIANCE
 WITH THE APPLICABLE CODES AND STANDARDS.
 (3) THE CONTRACTOR MAINTAINS AN APPROVED SET OF
 CONSTRUCTION DOCUMENTS ON SITE.
  
 CHAPTER 6 CLASSIFICATION OF OCCUPANCY AND HAZARD OF
 CONTENTS
 6.1 CLASSIFICATION OF OCCUPANCY.
 6.1.1 GENERAL.
 6.1.1.1 OCCUPANCY CLASSIFICATION. THE OCCUPANCY OF A
 BUILDING OR STRUCTURE, OR PORTION OF A BUILDING OR
 STRUCTURE, SHALL BE CLASSIFIED IN ACCORDANCE WITH 6.1.2
 THROUGH 6.1.13. OCCUPANCY CLASSIFICATION SHALL BE
 SUBJECT TO THE RULING OF THE AUTHORITY HAVING
 JURISDICTION WHERE THERE IS A QUESTION OF PROPER
 CLASSIFICATION IN ANY INDIVIDUAL CASE.
  
 PLEASE PROVIDE THE EXISTING OCCUPANCY AND ALL THE
 REQUIRED FIRE PROTECTION REQUIREMENTS RELATED TO IT AND
 THE PROPSOED.
  
  
  
  
 2) SHEET SP 1 - THERE IS NO INDICATIONS TO THE ENTRACE
 TO OR EXIT FROM THE PROPOSED 400 SQ FT COVERED SEATING
 AREA.
  
 PER NFPA 1 1.14 PLAN REVIEW.
  
 1.14.5 WHEN REQUIRED BY THE AHJ, REVISED CONSTRUCTION
 DOCUMENTS OR SHOP DRAWINGS SHALL BE PREPARED AND
 SUBMITTED FOR REVIEW AND APPROVAL TO ILLUSTRATE
 CORRECTIONS OR MODIFICATIONS NECESSITATED BY FIELD
 CONDITIONS OR OTHER REVISIONS TO APPROVED PLANS.
  
 CHAPTER 7 MEANS OF EGRESS
 7.1 GENERAL.
 7.1.1* APPLICATION. MEANS OF EGRESS FOR BOTH NEW AND
 EXISTING BUILDINGS SHALL COMPLY WITH THIS CHAPTER.
  
 PLEASE PROVIDE A COMPLETE LIFE SAFETY PLAN FOR THE
 OCCUPANCY INCLUDING ALL OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
  
  
 3) SHEET SP 1 - THERE IS NO INDICATION OF COMPLIANCE
 WITH THE CURRENT FLORIDA LIFE SAFETY CODE.
  
 PER NFPA 101, CHAPTER 1 ADMINISTRATION
  
 1.1* SCOPE.
 1.1.1.1 ANYTIME A REFERENCE IS MADE TO NFPA 1 OR NFPA
 101 WITHIN THIS CODE, IT SHALL BE THE FLORIDA SPECIFIC
 VERSION OF NFPA 1 AND NFPA 101.
  
 1.3 APPLICATION.
 1.3.1* NEW AND EXISTING BUILDINGS AND STRUCTURES. THE
 CODE SHALL APPLY TO BOTH NEW CONSTRUCTION AND EXISTING
 BUILDINGS AND EXISTING STRUCTURES.
  
 PLEASE ENSURE COMPLAINCE AND PROVIDE A NOTE INDICATING:
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
  
  
  
 4) THERE IS INSUFFICIENT DETAIL TO PROVIDE A THOROUGH
 AND DETAIL REVIEW OF THIS PLAN REGARDING COMPLIANCE
 WITH THE FLORIDA FIRE PREVENTION CODE AND THE EXISITNG
 OR PROPOSED OCCUPANCY.
  
 PLEASE PROVIDE GREATER DETAIL BASED ON THE COMMENTS
 ABOVE AND RESUBMIT.
  
  
  
 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-01-05 Cont ID  
Sent By lmarchan Date 2017-01-05 Time 16:28 Rev Time 0.00
Received By lmarchan Date 2016-12-30 Time 10:45 Sent To  
Notes
2016-12-30 10:46:12B12
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-12-14 Cont ID  
Sent By vperez Date 2016-12-14 Time 09:51 Rev Time 0.00
Received By vperez Date 2016-12-14 Time 09:51 Sent To  
Notes
2016-11-14 11:41:42B09
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-07-29 Cont ID  
Sent By cpuell Date 2016-07-29 Time 09:10 Rev Time 0.00
Received By cpuell Date 2016-07-20 Time 10:55 Sent To  
Notes
2016-07-21 10:58:29B08
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2017-01-05 Cont ID  
Sent By rlecky Date 2017-01-05 Time 14:32 Rev Time 0.00
Received By rlecky Date 2017-01-05 Time 14:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-11-22 Cont ID  
Sent By ccole Date 2016-11-22 Time 08:46 Rev Time 0.00
Received By ccole Date 2016-11-22 Time 08:09 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-07-27 Cont ID  
Sent By ccole Date 2016-07-27 Time 11:37 Rev Time 0.00
Received By ccole Date 2016-07-27 Time 11:36 Sent To  
Notes
2016-07-27 14:14:231ST REVIEW MECHANICAL
 PERMIT #16070797
 7/27/16
  
 1) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE WALK-IN
 COOLER AND REFRIGERATION EQUIPMENT WITH APPROVAL
 SIGNATURES BY THE ARCHITECT OF RECORD.
  
 2) PROVIDE A REFRIGERATION EQUIPMENT SCHEDULE ON THE
 PLAN INCLUDING MAKES AND MODELS OF THE CONDENSER AND
 EVAPORATOR AND COOLING CAPACITIES.
  
 3) SUBMIT A FL. PRODUCT APPROVAL FOR THE CONDENSER
 STAND WITH APPROVAL SIGNATURE BY THE ARCHITECT OF
 RECORD.
  
 4) PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE
 EVAPORATOR- SHOW PIPING RUN, DISCHARGE LOCATION, TYPE
 AND SIZE OF PIPING.
  
 5) PLEASE REVIEW THE BUILDING REVIEW COMMENTS AND
 REVISE THE PLANS ACCORDINGLY.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop Z ZONING
Rev No 4 Status P Date 2017-01-06 Cont ID  
Sent By njwira Date 2017-01-06 Time 09:19 Rev Time 0.00
Received By njwira Date 2017-01-06 Time 09:19 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2017-01-05 Cont ID  
Sent By njwira Date 2017-01-05 Time 16:04 Rev Time 0.00
Received By njwira Date 2017-01-05 Time 16:04 Sent To I
Notes
2017-01-05 16:05:481/5/17- FAILED
  
 STRIPING DETAIL IS INCORRECT
 RIGHT OF WAY PARKING IS NOT PERMITTED
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-11-17 Cont ID  
Sent By njwira Date 2016-11-17 Time 16:57 Rev Time 0.00
Received By njwira Date 2016-11-17 Time 15:38 Sent To  
Notes
2016-11-17 16:58:5611/17/16- FAILED
  
 NONE OF THE PREVIOUS COMMENTS HAVE BEEN ADDRESSED
  
 1. WHERE ARE THE HANDICAPPED SPACES?
 2. FAILS TO MEET REQUIRED PARKING SPACES.
 3. TEXACO STORAGE CONTAINER MUST BE REMOVED.
 4. WORK HAS BEEN DONE WITHOUT A PERMIT
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-07-28 Cont ID  
Sent By nwiar Date 2016-07-28 Time 09:51 Rev Time 0.00
Received By njwira Date 2016-07-27 Time 15:11 Sent To  
Notes
2016-07-28 10:25:267/2/16- FAILED
  
 1. REQUIRES A SEPORATE PERMIT FOR A DUMPSTER ENCLOSURE.
 CURRENT ONE DOES NOT HAVE A PERMIT AND TAKES UP
 REQUIRED PARKING SPACES.
 2. METAL TEXACO BUILDING TAKES UP REQUIRED PARKING THAT
 IS SHOWN IN SITE PLAN AND MUST BE REMOVED IMMEDIATELY
 TO MEET THE PARKING REQUIREMENT.
 3. MUST PROVIDE LANDSCAPING BETWEEN PATIO AND COOLER
 SHOWN IN PLANS TO CUT SOME OF THE NON-CONFORMITY OF
 LACKING 30% LANDSCAPING AROUND THE BUILDING.
 4. HANDICAPPED SPACE IS NOT STRIPED CORRECTLY.
 5. COOLER DRAWING ACTUALLY IS A DRAWING OF THE PATIO.
  
 PLEASE CONTACT:
 NATHAN WIRA
 (561)822-1442
 [email protected]
  


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