Plan Review Details - Permit 15090855
Plan Review Stops For Permit 15090855
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-12-17 Cont ID  
Sent By jwitmer Date 2015-12-17 Time 13:13 Rev Time 0.00
Received By jwitmer Date 2015-12-16 Time 08:34 Sent To  
Notes
2015-12-17 12:27:23BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090855
 ADD: 1703 PALM BEACH LAKES SUITE # H03
 CONT: TBD
 TEL: (561)348-4805
 E-MAIL: [email protected]
 2ND REVIEW
 DATE: THURS. DEC. 17/2015
 ACTION: BUILDING PROVISO
  
 1) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION. 107.3.4.2 DEFERRED SUBMITTALS. FOR THE
 PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 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 ( CURBS FOR
 INTAKE AND EXHAUST FANS)
  
 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 2 Status F Date 2015-11-25 Cont ID  
Sent By jwitmer Date 2015-11-25 Time 11:36 Rev Time 0.00
Received By jwitmer Date 2015-11-25 Time 09:53 Sent To  
Notes
2015-11-25 11:36:32BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090855
 ADD: 1703 PALM BEACH LAKES SUITE # H03
 CONT: TBD
 TEL: (561)348-4805
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: WED. NOV. 25/2015
 ACTION: DENIED
  
 1)2ND REQUEST.
 1A) SHEET A101 NOTES 13 & 15 SHOW A NEW EXTERIOR DOOR,
 TRANSOM & SIDELIGHT WINDOW. SHEET A401 SHOW THE
 ELEVATION AND DIMENSIONS FOR THE NEW OPENING. THIS
 REVIEW NO PRODUCT APPROVALS WERE SUBMITTED. PLEASE SHOW
 COMPLIANCE WITH :
 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)(A) EXTERIOR DOORS. SUBMIT (2) APPROVALS, ONLY 1
 SUBMITTED, NOT REVIEWED BY THE DESIGNER OF
 RECORD.
 (B) WINDOWS. . SUBMIT (2) APPROVALS, ONLY 1 SUBMITTED,
 NOT REVIEWED BY THE DESIGNER OF RECORD.
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES ( CURBS FOR INTAKE
 AND EXHAUST FANS). NO PRODUCT APPROVALS
 WERE SUBMITTED FOR THE ROOFING REPAIRS, CURBS NOR ROOF
 TOP FAN OR OTHER EQUIPMENT.
  
 1B) SUBMIT (2) OF ALL PRODUCT APPROVALS. 107.1 GENERAL.
 SUBMITTAL DOCUMENTS CONSISTING OF CONSTRUCTION
 DOCUMENTS, STATEMENT OF SPECIAL INSPECTIONS,
 GEOTECHNICAL REPORT AND OTHER DATA SHALL BE SUBMITTED
 IN TWO OR MORE SETS WITH EACH PERMIT APPLICATION.
  
 1C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 2) 2ND REQUEST. SEMI ?COMPLIED. WITH THE MENTION ABOVE
 OF THE NEW CURBS, ROOF TOP UNITS AND EXHAUST FANS IT
 WAS ASSUMED THAT ROOF TOP PRESSURES FOR ZONES 1, 2 & 3
 WOULD BE SUBMITTED IN VULT AND VASD.
  
 1ST ROUND OF COMMENTS. WITH THE NEW DOOR AND WINDOW
 OPENINGS PLEASE PROVIDE THE WIND DESIGN CRITERIA .
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. NOTE SHEET A101
 REFERENCE?S THE WIND DESIGN OF 140, VASD, THIS WAS
 UNDER THE 2010 FBC.
 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 (KM/HR) 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 (KN/
 M2).
  
 2.6TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 2.7 PLEASE CONVERT PRESSURES FROM VULT TO VASD SINCE
 ALL OF THE TESTING FOR THE PRODUCT APPROVALS ARE IN
 VASD. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) 2ND REQUEST. SHEET S1.0 TYPICAL ROOF TOP MECHANICAL
 UNIT SUPPORT. THIS DETAIL DOESN?T FIT THIS APPLICATION.
 THE ROOF TOP UNITS SIT ON A PRE-MANUFACTURED CURB. THIS
 DETAIL IS SIMILAR TO BACK WHEN 4X4 SLEEPERS WERE
 ATTACHED TO THE ROOF DECK WITH PITCH PANS. THE CODE
 REQUIRES EITHER CURBS FOR DOWN UNITS OR FOR REMOTE
 CONDENSING UNITS COMPLIANCE WITH 2014 FBC-B TABLE
 1509.6.5 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL
 UNITS.
 1ST REVIEW COMMENT. SHEET A301 & M103 BOTH SHOW GENERIC
 HOOD, INTAKE AND EXHAUST FANS AND CURBS. PLEASE PROVIDE
 THE STRUCTURAL DETAILS FOR THE RE-ENFORCEMENT OF THE
 BAR JOIST AND THE STEEL ANGLE IRON RE-ENFORCEMENT THAT
 WILL BE USED TO ANCHOR THE ROOF TOP CURB FOR BOTH THE
 INTAKE AND EXHAUST FANS. THIS WILL BE PART OF THE MWFRS
 MAIN WIND FORCE RESISTING SYSTEM.
  
 4) 2ND REQUEST. PLEASE SHOW COMPLIANCE WITH ROOF TOP
 ACCESS TO THE MECHANICAL EQUIPMENT ON THE ROOF.
 A 11X17 SHEET WITH CUHACI & PETERSON ARCHITECTS ROOF
 PLAN WAS SUBMITTED. NOTE THIS SHEET WAS NOT SIGNED NOR
 SEALED.
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G16.003 ARCHITECTS.
 THIS ROOFTOP PLAN DOES SHOW COMPLIANCE FOR ROOF TOP
 ACCESS. IF SIGNED AND SEALED IT WOULD MEET CODE
 COMPLIANCE.
  
 1ST ROUND COMMENT. PLEASE SHOW COMPLIANCE WITH ROOF TOP
 ACCESS TO THE MECHANICAL EQUIPMENT ON THE ROOF. THE
 PLANS DO NOT INDICATE 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
  
 5) SEMI-COMPLIED. THE NEW S1.0 DOES PROVIDE DETAILS OF
 A ROOF TOP CONDENSING UNIT BEING TIED DOWN WITH CLIPS
 L2X2X16 GAX0?-4? LG.
 (2)@ EA. CORNER (8) TOTAL
 W/(2) # 10-16 TEK EACH LEG.
 THERE ARE 2 QUESTIONS, (1) TYPE OF MATERIAL ARE THE
 CLIPS?
 2ND 8 ? X 11 SHEETS SIGNED AND SEALED BY NICHOLAS
 STEINERT DOES NOT REFERENCE HOW MANY SHEETS ARE COVERED
 UNDER THIS SEAL, NO INDEX ON THE SEALED SHEET
 (61G15-23.002(2) FL. ADMIN. CODE). THE LAST SHEET OF
 ENGINEERING REFERENCES CLIPS BUT THE SIZE AND MATERIAL
 OF THE CLIPS IS NOT PROVIDED.
  
 1ST REVIEW COMMENT. NEITHER THE ARCHITECTURAL NOR
 MECHANICAL PLANS PROVIDE HOW THE ROOF TOP FANS ARE
 GOING TO BE ANCHORED TO THE CURB TO RESIST THE MOMENT
 OF OVERTURNING. COMPONENTS AND CLADDING. 1609.6.4.4.1.
  
 6) COMPLIED.
  
 7) NOTE ALL WIELDING ON THE ROOF FRAMING MEMBERS, BAR
 JOIST AND ROOF DECK WILL NEED 3RD PARTY CERTIFICATION
 FOR WELDS. 110.3.9.1 AFFIDAVIT FOR INSPECTION. WITH
 SPECIFIC PRIOR APPROVAL OF, AND IN A FORMAT ACCEPTABLE
 TO THE BUILDING OFFICIAL, AN AFFIDAVIT FOR
 CERTIFICATION OF INSPECTION MAY BE ACCEPTED FROM THE
 3RD PARTY INSPECTOR. CONTACT KEN CONRAD MANAGER OF THE
 THRESHOLD & SPECIAL INSPECTOR PROGRAM.
 KEN CONRAD
 TEL: (561)805-6666
 E-MAIL: [email protected]
  
 8) 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-09-29 Cont ID  
Sent By jwitmer Date 2015-09-29 Time 14:52 Rev Time 0.00
Received By jwitmer Date 2015-09-29 Time 13:34 Sent To  
Notes
2015-09-29 14:52:36BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090855
 ADD: 1703 PALM BEACH LAKES SUITE # H03
 CONT: TBD
 TEL: (561)348-4805
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. SEPT. 29/2015
 ACTION: DENIED
  
 1) SHEET A101 NOTES 13 & 15 SHOW A NEW EXTERIOR DOOR,
 TRANSOM & SIDELITE WINDOW. SHEET A401 SHOW THE
 ELEVATION AND DIMENSIONS FOR THE NEW OPENING. THIS
 REVIEW NO PRODUCT APPROVALS WERE SUBMITTED. PLEASE SHOW
 COMPLIANCE WITH :
 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES ( CURBS FOR INTAKE
 AND EXHAUST FANS)
  
 2) WITH THE NEW DOOR AND WINDOW OPENINGS PLEASE PROVIDE
 THE WIND DESIGN CRITERIA .
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. NOTE SHEET A101
 REFERANCES THE WIND DESIGN OF 140, VASD, THIS WAS UNDER
 THE 2010 FBC.
 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 (KM/HR) 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 (KN/
 M2).
  
 2.6TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 2.7 PLEASE CONVERT PRESSUES FROM VULT TO VASD SINCE ALL
 OF THE TESTING FOR THE PRODUCT APPROVALS ARE IN VASD.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 3) SHEET A301 & M103 BOTH SHOW GENERIC HOOD, INTAKE AND
 EXHAUST FANS AND CURBS. PLEASAE PROVIDE THE STRUCTURAL
 DETAILS FOR THE RE-INFORCEMENT OF THE BAR JOIST AND THE
 STEEL ANGLE IRON RE-INFORCEMENT THAT WILL BE USED TO
 ANCHOR THE ROOF TOP CURB FOR BOTH THE INTAKE AND
 EXHAUST FANS. THIS WILL BE PART OF THE MWFRS MAIN WIND
 FORCE RESISSTING SYSTEM.
  
 4) PLEASE SHOW COMPLIANCE WITH ROOF TOP ACCESS TO THE
 MECHANICAL EQUIPMENT ON THE ROOF. THE PLANS DO NOT
 INDICATE 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
  
 5) NEITHER THE ARCHITECTURAL NOR MECHANICAL PLANS
 PROVIDE HOW THE ROOF TOP FANS ARE GOING TO BE ANCHORED
 TO THE CURB TO RESIST THE MOMENT OF OVERTURNING.
 COMPONENTS AND CLADDING. 1609.6.4.4.1.
  
 6) PLEASE NOTE ZONING MAY REQUIRE MECHANICAL EQUIPMENT
 SCREENS IF THE PARAPET WALLS DO NOT BLOCK THE
 EQUIPMENT. IF MECHANICAL SCREENING IS A REQUIREMENT
 THEN PLEASE PROVIDE THE FRAMING AND ANCHORING DESIGN
 FOR SCREEN WALL TO THE WIND DESIGN CRITERIA FOR 170
 MPH, EXPOSURE C PLEASE ALSO PROVIDE THE MEAN ROOF
 HEIGHT.
  
 7) NOTE ALL WEILDING ON THE ROOF FRAMING MEMBERS, BAR
 JOIST AND ROOF DECK WILL NEED 3RD PARTY CERTIFICATION
 FOR WELDS. 110.3.9.1 AFFIDAVIT FOR INSPECTION. WITH
 SPECIFIC PRIOR APPROVAL OF, AND IN A FORMAT ACCEPTABLE
 TO THE BUILDING OFFICIAL, AN AFFIDAVIT FOR
 CERTIFICATION OF INSPECTION MAY BE ACCEPTED FROM THE
 3RD PARTY INSPECTOR. CONTACT KEN CONRAD MANAGER OF THE
 THRESHOLD & SPECIAL INSPECTOR PROGRAM.
 KEN CONRAD
 TEL: (561)805-6666
 E-MAIL: [email protected]
  
 8) 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 E ELECTRICAL
Rev No 1 Status P Date 2015-11-03 Cont ID  
Sent By dharvey Date 2015-11-03 Time 13:16 Rev Time 0.00
Received By dharvey Date 2015-11-03 Time 11:05 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2015-12-30 Cont ID  
Sent By scaldero Date 2015-12-30 Time 13:19 Rev Time 0.00
Received By scaldero Date 2015-12-30 Time 13:19 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-11-19 Cont ID  
Sent By scaldero Date 2015-11-19 Time 09:43 Rev Time 0.00
Received By scaldero Date 2015-11-19 Time 09:43 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-09-23 Cont ID  
Sent By scaldero Date 2015-09-23 Time 15:38 Rev Time 0.00
Received By scaldero Date 2015-09-23 Time 15:29 Sent To  
Notes
2015-09-23 15:38:37PERMIT #15090855
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 1) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 2) EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED SEATS
 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 3) PROVIDE DRAWING NOTE INDICATING, ?FIRE PROTECTION
 SYSTEMS SHALL REMAIN ACTIVE DURING DEMOLITION AND
 RENOVATION ACTIVITIES. IN THE EVENT A FIRE PROTECTION
 SYSTEM IS OUT OF SERVICE FOR MORE THAN 4-HOURS IN A
 24-HOUR PERIOD, THE BUILDING SHALL BE PLACED UNDER A
 FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED
 BY EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.?
  
 4) ENTRY DOORS: THUMB-TURN LOCK TO BE EQUIPPED WITH A
 LOCK/UNLOCK INDICATOR. (SHOULD BE EXISTING.)
  
  
 SUE ELLEN CALDERON
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 644-7326
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2015-12-20 Cont ID  
Sent By tklarge Date 2015-12-20 Time 05:41 Rev Time 0.00
Received By tklarge Date 2015-12-20 Time 05:27 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2015-11-29 Cont ID  
Sent By tklarge Date 2015-11-29 Time 07:15 Rev Time 0.00
Received By tklarge Date 2015-11-29 Time 06:37 Sent To Z
Notes
2015-11-29 07:14:231) SUBMIT DETAILS ON THE PLAN AS TO HOW THE GAS STANDS
 ARE TO BE ATTACHED TO THE ROOF ( TYPE, DIAMETER &
 LENGTH OF FASTENERS, SPACING, ETC.).WPB AMEND. TO FBC
 SEC. 107.2.1.
 2) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE GAS
 APPLIANCES IN ACCORDANCE WITH THE 2014 FBC-FUEL GAS
 SEC.304. WHERE COMBUSTION AIR IS PROVIDED BY THE
 BUILDING'S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
 SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
 ADDITION TO THE REQUIRED VENTILATION AIR.2014 FBC
 SEC.304.9.3. THIS WAS OVERLOOKED IN MY FIRST REVIEW.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2015-10-03 Cont ID  
Sent By tklarge Date 2015-10-03 Time 06:00 Rev Time 0.00
Received By tklarge Date 2015-10-03 Time 05:58 Sent To  
Notes
2015-10-03 05:59:461) SHT. P103-DETAIL #5 - INDICATE ON THE PLAN HOW THE
 GAS PIPE SUPPORTS WILL BE ATTACHED TO THE ROOF.
 2) INDICATE THE TYPE OF GAS PIPE TO BE INSTALLED.
 3) SUBMIT MANUF. SPECS FOR THE GAS REGULATORS.
 4) SUBMIT MANUF. SPECS ON ALL GAS EQUIPMENT. EQUIPMENT
 SHALL BE LISTED AND LABELED PER FBC-GAS SEC. 301.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-12-31 Cont ID  
Sent By cpuell Date 2015-12-31 Time 10:09 Rev Time 0.00
Received By cpuell Date 2015-12-11 Time 15:57 Sent To  
Notes
2015-12-11 15:57:57B29
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-12-09 Cont ID  
Sent By eschneid Date 2015-12-09 Time 09:26 Rev Time 0.00
Received By eschneid Date 2015-11-17 Time 09:01 Sent To  
Notes
2015-11-18 09:02:13B28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-03 Cont ID  
Sent By cpuell Date 2015-11-03 Time 15:27 Rev Time 0.00
Received By cpuell Date 2015-09-21 Time 14:37 Sent To  
Notes
2015-09-21 14:37:34B28
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-12-18 Cont ID  
Sent By ccole Date 2015-12-18 Time 12:09 Rev Time 0.00
Received By ccole Date 2015-12-18 Time 12:08 Sent To  
Notes
2015-12-18 12:15:26PERMIT #15090855
 MECHANICAL PROVISO
 12/18/15
  
 COMPLETE THE MECHANICAL PORTION OF THE MANDATORY
 REQUIREMENTS CHECKLIST- PAGE 10-15 OF ENERGY EFFICIENCY
 FORM 506-2014.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-11-24 Cont ID  
Sent By ccole Date 2015-11-24 Time 07:42 Rev Time 0.00
Received By ccole Date 2015-11-23 Time 17:05 Sent To  
Notes
2015-11-24 07:48:322ND REVIEW 2014 MECHANICAL
 PERMIT #15090855
 11/24/15
  
 1) TWO SEPARATE ENERGY GAUGE PERFORMANCE CALCULATIONS
 HAVE BEEN SUBMITTED: PLEASE REMOVE THE OUTDATED FORM
 506-2010, AND RE-SUBMIT FORM 506-2014 WITH THE COVER
 SHEET ATTACHED AT THE FRONT OF THE DOCUMENT AND THE
 MANDATORY REQUIREMENTS CHECKLIST FILLED OUT.
 2) AS PREVIOUSLY REQUESTED SHOW A MEANS OF SERVICE
 ACCESS FOR THE ROOFTOP MECHANICAL EQUIPMENT- SEE
 SECTION 306.5 FBC-14 MECHANICAL.
 3) THE WIND LOAD SUBMITTAL FROM THE ENGINEER OF RECORD
 DOES NOT SPECIFY THE SIZE DIMENSIONS OR GAUGE FOR THE
 STEEL CLIPS USED TO TIE THE RTU'S TO THE CURB- PLEASE
 PROVIDE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-09-30 Cont ID  
Sent By ccole Date 2015-09-30 Time 16:05 Rev Time 0.00
Received By ccole Date 2015-09-30 Time 16:05 Sent To  
Notes
2015-09-30 16:41:071ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15090855
 9/30/15
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW RTU'S IN COMPLIANCE WITH SECTION C403.2.1 FBC-14
 ENERGY CONSERVATION.
 2) PROVIDE ENERGY CALCULATIONS FOR THE PROPOSED NEW
 RESTAURANT IN ACCORDANCE WITH C101.4.3 FBC-14 ENERGY
 CONSERVATION.
 3) SHEET M101: THE PLAN SHOWS DUCT SMOKE DETECTORS IN
 THE SUPPLY DUCTS OF THE RTU'S, HOWEVER THE DEVICES ARE
 REQUIRED TO BE INSTALLED IN THE RETURN AIR SYSTEMS- SEE
 SECTION 606.2.1 FBC-14 MECHANICAL.
 4) M103: SITE SPECIFIC WIND LOAD TIE DOWN ENGINEERING
 IS REQUIRED FOR INSTALLATION OF THE RTU'S, CONDENSERS,
 AND ROOF FANS- SEE SECTION 301.15 FBC-14 MECHANICAL.
 THE ENGINEER OF RECORD MUST PROVIDE WIND LOAD DESIGN
 CRITERA, DESIGN PRESSURES, AND COMPLETE DETAILS FOR TIE
 DOWN OF THE APPLIANCES. PLEASE NOTE THAT STRUTURAL
 DETAILS FOR THE ROOF OPENINGS SHALL ALSO BE PROVIDED.
 5) PLACE A NOTE ON THE PLANS INDICATING SEPARATE
 PERMITS ARE REQUIRED FOR THE KITCHEN HOOD & EXHAUST
 SYSTEM, DISHWASHER HOOD AND EXHAUST SYSTEM, AND THE
 WALK-IN COOLERS AND FREEZERS.
 6) THE PLANS DON'T INDICATE HOW SERVICE ACCESS IS BEING
 PROVIDED FOR THE ROOFTOP MECHANICAL EQUIPMENT: REFER TO
 SECTION 306.5 FBC-14 MECHANICAL AND SHOW COMPLIANCE.
 7) PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE AC
 EQUIPMENT INCLUDING THE THE TYPE AND SIZE OF PIPING,
 PIPING RUNS, PIPING DISCHARGE LOCATIONS, AND PIPI NG
 SUPPORT AND PROTECTION- SEESECTION 307 FBC-14
 MECHANICAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-12-20 Cont ID  
Sent By tklarge Date 2015-12-20 Time 05:27 Rev Time 0.00
Received By tklarge Date 2015-12-20 Time 05:00 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-11-29 Cont ID  
Sent By tklarge Date 2015-11-29 Time 07:41 Rev Time 0.00
Received By tklarge Date 2015-11-29 Time 07:15 Sent To  
Notes
2015-11-29 07:21:211) THE ISLAND SINK DETAIL SHOWS A FLAT DRY VENT
 CONNECTED TO A SANITARY TEE ( SEE KEYED NOTE #3). DRY
 VENT CONNECTIONS TO A HORIZONTAL DRAIN SHALL CONNECT
 ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN PIPE PER
 FBC-PLUMBING SEC.905.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-10-03 Cont ID  
Sent By tklarge Date 2015-10-03 Time 05:57 Rev Time 0.00
Received By tklarge Date 2015-10-03 Time 04:05 Sent To  
Notes
2015-10-03 05:49:521) SHT. P101- THE GREASE TRAP SIZING CALCULATIONS REFER
 TO THE 2010 FLORIDA PLUMBING CODE. REVISE THE NOTE TO
 READ THE 2014 FLORIDA PLUMBING CODE.
 2) ANY FLOOR DRAIN NOT RECEIVING THE DISCHARGE OF AN
 INDIRECT WASTE SHALL BE EQUIPPED WITH A TRAP PRIMER PER
 FBC-PLUMBING SEC.1002.4.
 3) CLEANOUTS ARE REQUIRED ON THE RISERS FOR THE ISLAND
 VENT PER 2014 FBC- PLUMBING SEC.916.3.
 4) SHOW FIXTURES # K28, K32 & K73 ON THE SANITARY
 DRAINAGE PLAN.
 5) SHOW THE LOCATION OF THE GREASE TRAPS ON THE PLAN.
 WPB AMEND. TO FBC SEC. 107.2.1.
 6) ARE THE GREASE TRAPS SERVING ANY OTHER RESTAURANT
 BESIDES THIS ONE?. INDICATE ON THE PLANS. IF SO, SUBMIT
 REVISED SIZING CALCS.
 7) SHT. P103-DETAIL #5 - INDICATE ON THE PLAN HOW THE
 GAS PIPE SUPPORTS WILL BE ATTACHED TO THE ROOF.
 8) INDICATE THE TYPE OF GAS PIPE TO BE INSTALLED.
 9) SUBMIT MANUF. SPECS FOR THE GAS REGULATORS.
 10) SUBMIT MANUF. SPECS ON ALL GAS EQUIPMENT. EQUIPMENT
 SHALL BE LISTED AND LABELED PER FBC-GAS SEC. 301.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 2015-12-31 Cont ID  
Sent By eschneid Date 2015-12-31 Time 08:55 Rev Time 0.25
Received By eschneid Date 2015-12-30 Time 17:26 Sent To PC
Notes
2015-12-31 08:34:29SIGNS REQUIRE SEPARATE PERMIT, WITH PLANS.
Review Stop Z ZONING
Rev No 2 Status F Date 2015-12-09 Cont ID  
Sent By eschneid Date 2015-12-09 Time 08:34 Rev Time 0.50
Received By eschneid Date 2015-12-09 Time 08:34 Sent To  
Notes
2015-12-09 09:25:41FAILED
  
 1) REVISED COMMENT: THANK YOU FOR PROVIDING SIGHT LINE
 DRAWINGS FROM PERPENDICULAR TO THE BUILDING WALLS.
 STAFF NEEDS TO SEE A SIGHT LINE ACROSS THE CORNER
 BETWEEN SURVEY POINTS #1 AND #4 FROM THE FURTHEST
 PROPERTY CORNER TO THE ROOF. THIS AREA HAS THE LOWER
 PARAPET AND STAFF IS CONCERNED THAT THE 10 TON RTU-3
 MAY BE VISABLE ABOVE THE PARAPET.
  
 2) REMAINDER OF PLANS COMPLY WITH ZONING REQUIREMENTS.
  
 3) NOTE: SIGNS REQUIRE SEPARATE PERMITS WITH PLANS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
Review Stop Z ZONING
Rev No 1 Status F Date 2015-10-05 Cont ID  
Sent By eschneid Date 2015-10-05 Time 11:28 Rev Time 1.00
Received By eschneid Date 2015-10-05 Time 11:28 Sent To  
Notes
2015-10-05 12:24:39FAILED
  
 1) THE LANDLORD APPROVAL STAMP IS NOT INCLUDED ON THE
 PLANS.
  
 2) THE MINOR AMENDMENT SUBMITTAL CURRENTLY UNDER REVIEW
 BY THE PLANNING DIVISION SHALL BE UPDATED TO REFLECT
 THE NEW EXIT DOOR AND SIDEWALK.
  
 3) THE EXISTING GLAZING ON THE SOUTH SIDE OF THE
 BUILDING (FOR THE OFFICE AND REAR EXIT DOOR) MAY NOT BE
 COVERED BY GRAPHIC FILM. IN ACCORDANCE WITH THE PALM
 BEACH OUTLETS DESIGN GUIDELINES, THERE SHALL BE A VIEW
 INTO THE TENANT SPACE THROUGH THE GLAZING.
  
 4) THE PLANS SHOW AN OBJECT LABELED AS "FEATURE CHAIR"
 AND THE RECTANGULAR ITEMS ADJACENT TO THE CHAIR ARE NOT
 PERMITTED WITHIN THE LANDSCAPE.
  
 5) SIGNS, TO INCLUDE THE FRONT DOOR DECAL, REQUIRE
 SEPARATE PERMITS WITH PLANS.
  
 6) THE PLANS SHOW NEW ROOFTOP A/C UNITS, EXHAUST FANS,
 EXT. IN ACCORDANCE WITH THE DESIGN GUIDELINES, PROVIDE
 LINE OF SIGHT DRAWINGS FROM THE EXTERIOR OF THE SITE TO
 PROVIDE VERIFICATION THAT THE SPECIFIC UNITS (AND THEIR
 HEIGHTS) BEING PROPOSED ARE NOT VISIBLE.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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