Plan Review Details - Permit 15110873
Plan Review Stops For Permit 15110873
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-06-01 Cont ID  
Sent By jwitmer Date 2016-06-01 Time   Rev Time 0.00
Received By jwitmer Date 2016-06-01 Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-04-20 Cont ID  
Sent By jwitmer Date 2016-04-20 Time 14:41 Rev Time 0.00
Received By jwitmer Date 2016-04-20 Time 11:57 Sent To  
Notes
2016-04-20 14:40:58BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110873
 ADD: 1237 ROEBUCK CT.
 CONT: J & M CONTRACTORS OF SOUTH FLORIDA, INC.
 TEL: 561-433-3440
 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/ 3RD REVIEW CYCLE WAS NEVER ROUTED TO
 BUILDING REVIEW
 DATE: WED. APRIL 20/ 2016
 ACTION: DENIED
  
 1-2) COMPLIED.
  
 3) UNKNOWN THE TOP ELEVATION ON THE WIND CALCULATIONS
 INDICATES A HEIGHT OF 22 FT. SHEET M1 INDICATES THE
 EXHAUST DUCT TO BE A MINIMUM OF 6 FEET ABOVE THE ROOF.
 THIS PUTS THE ROOF DECK APPROXIMATELY AT 16 FEET. HOW
 WILL COMPLIANCE WITH SECTION FBC-B 1509.6.4 BE
 ACHIEVED? NOTE THE RESPONSE WAS A 16 FOOT ALUMINUM
 EXTENSION LADDER NOT CODE COMPLIANT!!
 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 EGRESS, 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:
 3.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 3.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 3.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 3.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 3.6. 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).
 3.7. 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) 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 2016-04-01 Cont ID  
Sent By jwitmer Date 2016-04-01 Time 12:08 Rev Time 0.00
Received By jwitmer Date 2016-04-01 Time 10:56 Sent To  
Notes
2016-04-01 12:08:28BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110873
 ADD: 1237 ROEBUCK CT.
 CONT: J & M CONTRACTORS OF SOUTH FLORIDA, INC.
 TEL: 561-433-3440
 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/ 2ND REVIEW CYCLE WAS NEVER ROUTED TO
 BUILDING REVIEW
 DATE: FRIDAY, APRIL 01/ 2016
 ACTION: DENIED
  
 1) THE SUBMITTED SPRAY BOOTH PLANS APPEAR TO BE PLANS
 FROM ANOTHER LOCATION: 3200HERMOSA CT. PALM BEACH
 GARDENS? IF THIS IS THE RIGHT PLANS PLEASE CORRECT THE
 ADDRESS TO THAT LISTED ON THE PERMIT APPLICATION.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED,
  
 2) IT SEEMS THE SUBMITTED SZ SPRAYBOOTH ZONE ARE A
 GENERIC SET OF PLANS. THE DUCT DETAIL IS INDICATED
 GOING THROUGH A WOOD FRAME RAFTER/ JOIST SYSTEM WHERE
 AS SHEET M2 , THE FRONT VIEW AND SIDE VIEW BOTH
 INDICATE A CONCRETE DECK. THERE HAS BEEN NO ENGINEERING
 OF HOW THE NEW HOLE THROUGH THE ROOF CONCRETE DECK IS
 GOING TO BE ENFORCED OR HOW THE ROOF TOP DUCTWORK WILL
 BE HELD IN PLACE GOING THROUGH THE NEW HOLE. THE
 SUBMITTED ENGINEERING SHEET REFERENCES THE CALCULATIONS
 ARE FOR RIGID STRUCTURES (CH. 29) WIND ON CHIMNEYS,
 TANKS, ROOFTOP EQUIP. AND SIMILAR STRUCTURES PER FIGURE
 29.5-2. I BELIEVE THIS MAY BE A TYPO SINCE FIGURE
 29.5.2 IN THE ASCE 7-10 IS FOR OPEN SIGNS & LATTICE
 FRAMEWORK. PLEASE CORRECT THE REFERENCE NUMBER. NOTE
 M-1 ROOF CABLE HOLD DOWN DETAIL DOES NOT INDICATE HOW
 THE DUCT IS HELD FIXED IN PLACE AT THE ROOF LINE. THE 3
 LATERAL CABLES ARE ASSUMED TO BE 120 DEGREES APART? THE
 PLANS ARE DEFICIENT IN WHAT TYPE AND HOW MANY CABLE
 CLAMPS ARE REQUIRED AT EACH END OF THE 1/8 INCH CABLE?
 THE PLANS ALSO DO NOT INDICATE THE SIZE OF THE TURN
 BUCKLE OR OF WHAT MATERIAL THE TURN BUCKLE IS MADE.
  
 LATERAL FORCE-RESISTING SYSTEM2014 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?
  
 3) UNKNOWN THE TOP ELEVATION ON THE WIND CALCULATIONS
 INDICATES A HEIGHT OF 22 FT. SHEET M1 INDICATES THE
 EXHAUST DUCT TO BE A MINIMUM OF 6 FEET ABOVE THE ROOF.
 THIS PUTS THE ROOF DECK APPROXIMATELY AT 16 FEET. HOW
 WILL COMPLIANCE WITH SECTION FBC-B 1509.6.4 BE
 ACHIEVED?
 ? 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:
 3.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 3.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 3.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 3.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 3.6. 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).
 3.7. 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) 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 2 Status P Date 2016-03-03 Cont ID  
Sent By mvaldes Date 2016-03-03 Time 13:57 Rev Time 0.00
Received By mvaldes Date 2016-03-03 Time 13:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-12-07 Cont ID  
Sent By mvaldes Date 2015-12-07 Time 17:46 Rev Time 0.00
Received By mvaldes Date 2015-12-07 Time 17:46 Sent To  
Notes
2015-12-07 17:48:551ST REVIEW: FBC 2014 5TH ED. NEC 2011
 MARIO VALDES
 ELECTRICAL PLAN EXAMINER
 516-805-6700
 [email protected]
 ALTERNATE CONTACT
 PHIL PETTY
 561-805-6742
 [email protected]
  
  
  
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 ELECTRONIC MEDIA DOCUMENTS SHALL BE
 SUBMITTED WHEN APPROVED BY THE BUILDING OFFICIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES
 SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE
 FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE
 DESIGN. (SEE ALSO SECTION 107.3.5).
  
  
 FBC 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS
 SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT.
  
 PROVIDE MANUFACTURE SPECS OF EQUIPMENT
 PROVIDE LOAD CALCULATIONS AND SITE PLAN WITH LOCATION
 OF EQUIPMENT.
 TO FULLY REVIEW THIS PLAN PLEASE CHECK FIRE AND
 MECHANICAL COMMENTS.
  
2015-12-01 11:46:53SENT TO ELECT/CC
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2016-05-20 Cont ID  
Sent By pleduc Date 2016-05-20 Time   Rev Time 0.00
Received By pleduc Date 2016-05-19 Time 16:57 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2016-04-11 Cont ID  
Sent By pleduc Date 2016-04-11 Time   Rev Time 0.00
Received By pleduc Date 2016-04-11 Time 14:27 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2016-03-29 Cont ID  
Sent By pleduc Date 2016-03-29 Time   Rev Time 0.00
Received By pleduc Date 2016-03-29 Time 15:32 Sent To M
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-02-22 Cont ID  
Sent By mvaldes Date 2016-03-03 Time 14:00 Rev Time 0.00
Received By pleduc Date 2016-02-22 Time 13:47 Sent To M
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-11-30 Cont ID  
Sent By cpuell Date 2015-12-08 Time 09:10 Rev Time 0.00
Received By pleduc Date 2015-11-30 Time 11:01 Sent To M
Notes
2015-11-30 11:07:32THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 1. THE EXHAUST SYSTEM SHALL BE SUBMITTED UNDER SEPARATE
 SHOP DRAWINGS.
  
 2. THE SUPPRESSION SYSTEM SHALL BE SUBMITTED UNDER
 SEPARATE SHOP DRAWINGS.
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-06-01 Cont ID  
Sent By   Date 2016-06-01 Time   Rev Time 0.00
Received By lmarchan Date 2016-05-16 Time 09:30 Sent To  
Notes
2016-05-17 09:31:33B11
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-04-29 Cont ID  
Sent By cpuell Date 2016-04-29 Time 08:09 Rev Time 0.00
Received By cpuell Date 2016-04-06 Time 10:15 Sent To  
Notes
2016-04-07 11:31:42B17
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-04-01 Cont ID  
Sent By jwitmer Date 2016-04-01 Time 12:08 Rev Time 0.00
Received By jwitmer Date 2016-03-18 Time 09:47 Sent To  
Notes
2016-03-21 09:48:09RESUB ROUTED TO FIRE INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-03-03 Cont ID  
Sent By mvaldes Date 2016-03-03 Time 14:00 Rev Time 0.00
Received By mvaldes Date 2016-02-18 Time 16:36 Sent To FIRE
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-12-08 Cont ID  
Sent By cpuell Date 2015-12-08 Time 09:10 Rev Time 0.00
Received By cpuell Date 2015-11-20 Time 09:15 Sent To FIRE
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2016-05-24 Cont ID  
Sent By ccole Date 2016-05-24 Time 07:34 Rev Time 0.00
Received By ccole Date 2016-05-24 Time 07:34 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2016-04-08 Cont ID  
Sent By ccole Date 2016-04-08 Time 08:44 Rev Time 0.00
Received By ccole Date 2016-04-08 Time 08:44 Sent To  
Notes
2016-04-08 09:15:174TH REVIEW: FBC 2014 MECHANICAL
 PERMIT #15110873
 4/8/16
  
 1) THE PREVIOUS REVIEW COMMENTS STILL EXIST: A)
 INDICATE THE REQUIRED 30' CLEARANCE DISTANCE FROM THE
 EXHAUST OUTLET TO THE PROPERTY LINE AT THE EAST OF THE
 BUILDING. B) A CUT SHEET FOR A PORTABLE EXTENSION
 LADDER HAS BEEN SUBMITTED, HOWEVER AS NOTED IN THE
 PREVIOUS REVIEW, A PERMANENT LADDER IS REQUIRED- PLEASE
 SEE SECTION 306.5 AND REVISE THE PLANS TO SHOW
 COMPLIANCE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-03-31 Cont ID  
Sent By ccole Date 2016-03-31 Time 10:09 Rev Time 0.00
Received By ccole Date 2016-03-31 Time 10:09 Sent To  
Notes
2016-03-31 10:20:272ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15110873
 3/31/16
  
 1) COMMENT #2G FROM THE 1ST REVIEW STILL EXISTS. THE
 30" REQUIRED CLEARANCE FOR THE SPRAY EXHAUST TO THE
 EAST PROPERTY LINE IS NOT SHOWN.
 2) REFER TO SECTION 306.5 FBC-14 MECHANICAL AND
 INDICATE HOW SERVICE ACCESS WILL BE PROVIDED TO THE
 SPRAY EXHAUST DUCT TERMINATION ON THE ROOF. WILL A
 PERMANENT ROOF LADDER BE INSTALLED? PROVIDE DETAILS IF
 APPLICABLE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-02-26 Cont ID  
Sent By hmoser Date 2016-02-26 Time 13:12 Rev Time 0.00
Received By hmoser Date 2016-02-26 Time 10:53 Sent To E
Notes
2016-02-26 13:11:56PLAN DENIED
 COMMENTS FROM 1ST REVIEW WERE NOT ADDRESSED
 SEE IST REVIEW.
  
 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 F Date 2015-12-01 Cont ID  
Sent By ccole Date 2015-12-01 Time 10:16 Rev Time 0.00
Received By ccole Date 2015-12-01 Time 10:16 Sent To  
Notes
2015-12-01 11:31:381ST REVIEW 2014 MECHANICAL
 PERMIT #15110873
 12/1/15
  
 1) THE SUBMITTED SPRAY BOOTH PLAN SHEET 1-1 SHALL BEAR
 THE TITLE BLOCK, AND SIGNATURE AND SEAL OF A FLORIDA
 LICENSED ENGINEER PER SECTION 105.3.1.2 WPB AMENDMENTS
 TO THE FLORIDA BUILDING CODE- 2014.
 2) REFER TO SECTION 107.2 WPB AMENDMENTS AND SUBMIT
 LEGIBLE DIMENSIONED DRAWINGS AT MINIMUM 1/8" SCALE THAT
 DEPICT THE ENTIRE PROPOSED COMPLETE PROJECT INCLUDING:
 A) THE REQUIRED MINIMUM 3' SEPARATION DISTANCE FROM THE
 BOOTH TO A 1HR. FIRE RATED WALL- SECTION 5.3 NFPA 33.
 B) A POSITIVE MECHANICAL VENTILATION PROVIDING A
 MINIMUM OF SIX COMPLETE AIR CHANGES PER HOUR- SECTION
 502.7.2 FBC-14 MECHANICAL. CLARIFY HOW MAKE-UP AIR IS
 BEING PROVIDED AND SHOW CALCULATIONS.
 C) NOTES AND DETAILS INDICATING HOW THE VENTILATION
 SYSTEM WILL BE KEPT IN OPERATION WHILE SPRAYING
 OPERATIONS ARE BEING CONDUCTED AND FOR SUFFICIENT TIME
 THEREAFTER. PLEASE NOTE THAT SPRAYING EQUIPMENT SHALL
 BE INTERLOCKED WITH THE VENTILATION SYSTEM- INDICATE
 HOW THIS IS BEING ACCOMPLISHED- SECTION 502.7.3.1
 D) AN AIR VELOCITY CALCULATION OVER THE OPEN FACE OF
 THE BOOTH, OR BOOTH CROSS SECTION - SECTION 502.7.3.3.
 E) AN EQUIPMENT SCHEDULE FOR THE EXHAUST FAN AND DETAIL
 SHOWING THE LOCATION OF THE FAN IN RELATION TO THE
 EXHAUST DUCT- SECTION 502.7.3.6
 F) A CROSS SECTION DRAWING OF THE EXHAUST DUCT FROM THE
 BOOTH TO THE TERMINATION CAP ABOVE THE ROOF THAT
 INDICATES THE DUCT DIMENSIONS AND GAUGE OF STEEL, THE
 HEIGHT OF THE DUCT TERMINATION CAP ABOVE THE ROOF
 SURFACE, AND HOW THE DUCT WILL BE SUPPORTED BELOW AND
 ABOVE THE ROOF. PLEASE NOTE THAT SITE SPECIFIC WIND
 LOAD ENGINEERING IS REQUIRED FOR ALL ROOFTOP MECHANICAL
 EQUIPMENT- SECTION 301.15.
 G) A ROOF DRAWING SHOW THE CLEARANCE DISTANCES FROM THE
 EXHAUST TERMINATION CAP AS OUTLINED IN SECTION 501.3.1
 ITEM #1) FOR DUCTS CONVEYING EXPLOSIVE OR FLAMMABLE
 VAPORS, FUMES OR DUSTS: 30 FEET (9144 MM) FROM PROPERTY
 LINES; 10 FEET (3048 MM) FROM OPERABLE OPENINGS INTO
 BUILDINGS; 6 FEET (1829 MM) FROM EXTERIOR WALLS AND
 ROOFS; 30 FEET (9144 MM) FROM COMBUSTIBLE WALLS AND
 OPERABLE OPENINGS INTO BUILDINGS WHICH ARE IN THE
 DIRECTION OF THE EXHAUST DISCHARGE; 10 FEET (3048 MM)
 ABOVE ADJOINING GRADE.
 3) PROVIDE EQUIPMENT SCHEDULES FOR THE PAINT SPRAYERS
 AND COMPRESSOR, AND A PIPING PLAN THAT INDICATES THE
 TYPE OF PIPING, THE PIPING RUNS, AND HOW THE PIPE WILL
 BE SUPPORTED- SECTION 8.4 NFPA 33
 4) SHOW ON THE PLAN WHERE PAINT OR FINISH MATERIALS
 WILL BE STORED, THE QUANTITIES BEING STORED, AND HOW IT
 IS TO BE STORED- REFER TO SECTION 8.1 NFPA 33,
 5) CLARIFY IF A MIXING ROOM OR AREA WILL BE PROVIDED
 AND HOW IT WILL BE VENTILATED- SECTION 8.3 NFPA 33.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status N Date 2016-05-31 Cont ID  
Sent By gjohnson Date 2016-05-31 Time 16:58 Rev Time 0.00
Received By gjohnson Date 2016-05-31 Time 16:58 Sent To  
Notes
***NONE***


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