Plan Review Details - Permit 17081385
Plan Review Stops For Permit 17081385
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-10-11 Cont ID  
Sent By shill Date 2017-10-11 Time 14:34 Rev Time 0.00
Received By shill Date 2017-10-11 Time 14:34 Sent To  
Notes
2017-10-11 14:35:04BUILDING PROVISO: THE APPLICANT WILL NEED TO SUBMIT FOR
 EITHER A LOCAL PRODUCT APPROVAL OR A SITE SPECIFIC
 PRODUCT APPROVAL, AND WILL NEED TO FILE OUT THE FORMS
 AND FOLLOW THE PROCEDURES TO OBTAIN A LOCAL/ SITE
 SPECIFIC PRODUCT APPROVAL.
  
 SHEET A.1 SHOWS 3 DOORS AS EXISTING OVERHEAD DOORS,
 122,123 & 124. PLEASE NOTE THAT PREVIOUS REVISION THESE
 OPENINGS WERE REVISED TO BE MODIFIED. UNDER REVISION
 17070951 THE HEADERS WERE EXPANDED, AND UNDER REVISION
 16080972 WAS APPLIED FOR OVERHEAD GARAGE DOORS WITH
 HYDRAULIC LIFTS. THIS REVISION WAS DENIED ONCE BUT HAS
 NEVER REAPPLIED IT IS AN OPEN REVISION THAT HAS TO BE
 RESOLVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE
 ISSUED.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-09-28 Cont ID  
Sent By jwitmer Date 2017-09-28 Time 09:38 Rev Time 0.00
Received By jwitmer Date 2017-09-28 Time 08:45 Sent To  
Notes
2017-09-28 09:38:49BUILDING PLAN REVIEW
 W. P. B. REVISION: 17081385
 W. P. B. PERMIT: 16041215
 ADD: 2001 S. DIXIE HWY.
 CONT: MAC ENTERPRISES
 TEL: 561-236-3627
 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: THURS. SEPT. 28/ 2017
 ACTION: DENIED
  
 1) COMPLIED. TEW & TAYLOR WILL NOT BE PROVIDING
 INSPECTION SERVICES FOR THIS PERMIT.
  
 2) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE
 STRUCTURAL ENGINEERS.
 1ST ROUND OF COMMENTS. THIS REVISION 17081385
 REFERENCED PERMIT 16041215 AS THE PRIME PERMIT. PLEASE
 NOTE UNDER THE PRIME PERMIT THE STRUCTURAL ENGINEERING
 COMPANY FOR THE PROJECT WAS BCC ENGINEERING WITH
 CHRISTIAN AQUINO THE STRUCTURAL P. E. THE SUBMITTED
 PLANS WAS CREATED BY EDGER DUENAS P. E. WITH BUNKER
 ENGINEERING. IS EDGER DUENAS P. E. EITHER A DELEGATE
 ENGINEER OR A SUCCESSOR ENGINEER?
  
 61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION. FL
 61G-15-30.006 (3). DELEGATED ENGINEER
 61G 15-27.001 SUCCESSOR PROFESSIONAL ENGINEERING.
  
 3) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE
 STRUCTURAL ENGINEERS.
 1ST ROUND OF COMMENTS. DISCREPANCY IN PLANS, THE
 ORIGINAL PERMIT 16041215 WAS DESIGNED TO 180 MPH,
 BUILDING CATEGORY III AND EXPOSURE C. SINCE THEN THERE
 HAS BEEN MEETINGS FOR EXPANDING THE SCHOOL, AND A
 FOUNDATION PERMIT APPLIED FOR. THIS NEW SECTION OR WING
 IS AN ADDITION TO THE ORIGINAL BUILDING AND THE
 OCCUPANT LOAD WILL QUALIFY THIS BUILDING TO BE A
 THRESHOLD BUILDING. THE ORIGINAL DESIGN WAS IN SINK FOR
 THE ADDITION WITH THE CLASSIFICATION AND BUILDING
 CLASSIFICATION. THE NEW BUILDING DESIGN SHOWS A WIND
 SPEED AT 170 VULT AND A EXPOSURE B. DISCREPANCY IN
 PLANS. 107.2.1.3.
  
 PLEASE REVIEW 2014 FBC-B 609.4.2 SURFACE ROUGHNESS
 CATEGORIES. SURFACE ROUGHNESS C. THIS SURFACE ROUGHNESS
 SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN SURFACE
 ROUGHNESS B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN
 100 FEET (30 M) HORIZONTALLY IN ANY DIRECTION OF OPEN
 AREAS OF SURFACE ROUGHNESS C OR D-TYPE TERRAIN THAT
 EXTENDS MORE THAN 600 FEET IN THE UPWIND DIRECTION AND
 A WIDTH GREATER THAN 150 FEET.
  
 FBC-B TABLE 1604.5. RISK CATEGORY OF BUILDINGS AND
 OTHER STRUCTURES. RISK CATEGORY III. BUILDINGS AND
 OTHER STRUCTURES CONTAINING ELEMENTARY SCHOOL,
 SECONDARY SCHOOL OR DAY CARE FACILITIES WITH AN
 OCCUPANT LOAD GREATER THAN 250.
  
 4) BUILDING PROVISO: THE APPLICANT WILL NEED TO SUBMIT
 FOR EITHER A LOCAL PRODUCT APPROVAL OR A SITE SPECIFIC
 PRODUCT APPROVAL, AND WILL NEED TO FILE OUT THE FORMS
 AND FOLLOW THE PROCEDURES TO OBTAIN A LOCAL/ SITE
 SPECIFIC PRODUCT APPROVAL.
 1ST ROUND OF COMMENTS. SHEET A.1 SHOWS 3 DOORS AS
 EXISTING OVERHEAD DOORS, 122,123 & 124. PLEASE NOTE
 THAT PREVIOUS REVISION THESE OPENINGS WERE REVISED TO
 BE MODIFIED. UNDER REVISION 17070951 THE HEADERS WERE
 EXPANDED, AND UNDER REVISION 16080972 WAS APPLIED FOR
 OVERHEAD GARAGE DOORS WITH HYDRAULIC LIFTS. THIS
 REVISION WAS DENIED ONCE BUT HAS NEVER REAPPLIED IT IS
 AN OPEN REVISION THAT HAS TO BE RESOLVED BEFORE A
 CERTIFICATE OF OCCUPANCY CAN BE ISSUED.
  
 5) COMPLIED.
  
 6) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE
 STRUCTURAL ENGINEERS.
 1ST ROUND OF COMMENTS. STRUCTURAL SHEET 1OF 1 INDICATES
 A W 14X26 STEEL BEAM AND 2 VERTICAL 4X4 LEGS. THE PLANS
 DO NOT INDICATE THE WELDS TO THE TOP OF THE VERTICAL
 LEG NOR THE BOTTOM WELDS. THE OTHER ISSUE IS THE A/C
 STAND BY OTHERS. THE VERTICAL LEGS APPEAR TO STOP AT
 THE ROOF LINE. THE PLANS INDICATE THE ROOF STAND BY
 OTHERS, THIS MEANS THE ROOF STAND MUST HAVE THEIR
 SUPPORT LEGS AT 33 INCHES APART. THIS ALSO MEANS THE
 OTHER LEGS OF THE A/C STAND WILL HAVE TO HIT THE OTHER
 SUPPORTS PERFECTLY, NO MENTION OF HOW THE ROOF STANDS
 ARE TO BE ANCHORED? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED .
  
 7) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE
 STRUCTURAL ENGINEERS.
 1ST ROUND OF COMMENTS. SHEET A1 INDICATES WITH NOTE 11
 A HOOD SYSTEM. THIS WILL REQUIRE A SEPARATE PERMIT AND
 ROOF BRACING AND FRAMING FOR THE NEW ROOF TOP OPENING
 AND ANCHORING FOR THE ROOF TOP CURBS AND INTAKE AND
 EXHAUST SYSTEMS. FOR ALL ROOF TOP EQUIPMENT, CURBS,
 FANS 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.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-09-05 Cont ID  
Sent By jwitmer Date 2017-09-05 Time 15:12 Rev Time  
Received By jwitmer Date 2017-09-05 Time 11:59 Sent To  
Notes
2017-09-05 15:12:00BUILDING PLAN REVIEW
 W. P. B. REVISION: 17081385
 W. P. B. PERMIT: 16041215
 ADD: 2001 S. DIXIE HWY.
 CONT: MAC ENTERPRISES
 TEL: 561-236-3627
 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: TUES. SEPT. 06/ 2017
 ACTION: DENIED
  
 1) PLEASE PROVIDE ADDITIONAL INFORMATION. THIS PROJECT
 HAS HAD BOTH PLAN REVIEW AND INSPECTIONS COMPLETED BY
 TEW & TAYLOR A PRIVATE PROVIDER COMPANY. A CONDITIONAL
 USE CERTIFICATE OF COMPLIANCE WAS ISSUED BY TEW &
 TAYLOR SINCE THERE HAS BEEN NO CERTIFICATE OF
 OCCUPANCY, HAS NOT BEEN ISSUED THEN SHOULDN?T TEW &
 TAYLOR CONTINUE TO PROVIDE SERVICES? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 2) THIS REVISION 17081385 REFERENCED PERMIT 16041215 AS
 THE PRIME PERMIT. PLEASE NOTE UNDER THE PRIME PERMIT
 THE STRUCTURAL ENGINEERING COMPANY FOR THE PROJECT WAS
 BCC ENGINEERING WITH CHRISTIAN AQUINO THE STRUCTURAL P.
 E. THE SUBMITTED PLANS WAS CREATED BY EDGER DUENAS P.
 E. WITH BUNKER ENGINEERING. IS EDGER DUENAS P. E.
 EITHER A DELEGATE ENGINEER OR A SUCCESSOR ENGINEER?
  
 61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION. FL
 61G-15-30.006 (3). DELEGATED ENGINEER
 61G 15-27.001 SUCCESSOR PROFESSIONAL ENGINEERING.
  
 3) DISCREPANCY IN PLANS, THE ORIGINAL PERMIT 16041215
 WAS DESIGNED TO 180 MPH, BUILDING CATEGORY III AND
 EXPOSURE C. SINCE THEN THERE HAS BEEN MEETINGS FOR
 EXPANDING THE SCHOOL, AND A FOUNDATION PERMIT APPLIED
 FOR. THIS NEW SECTION OR WING IS AN ADDITION TO THE
 ORIGINAL BUILDING AND THE OCCUPANT LOAD WILL QUALIFY
 THIS BUILDING TO BE A THRESHOLD BUILDING. THE ORIGINAL
 DESIGN WAS IN SINK FOR THE ADDITION WITH THE
 CLASSIFICATION AND BUILDING CLASSIFICATION. THE NEW
 BUILDING DESIGN SHOWS A WIND SPEED AT 170 VULT AND A
 EXPOSURE B. DISCREPANCY IN PLANS. 107.2.1.3.
  
 PLEASE REVIEW 2014 FBC-B 609.4.2 SURFACE ROUGHNESS
 CATEGORIES. SURFACE ROUGHNESS C. THIS SURFACE ROUGHNESS
 SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN SURFACE
 ROUGHNESS B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN
 100 FEET (30 M) HORIZONTALLY IN ANY DIRECTION OF OPEN
 AREAS OF SURFACE ROUGHNESS C OR D-TYPE TERRAIN THAT
 EXTENDS MORE THAN 600 FEET IN THE UPWIND DIRECTION AND
 A WIDTH GREATER THAN 150 FEET.
  
 FBC-B TABLE 1604.5. RISK CATEGORY OF BUILDINGS AND
 OTHER STRUCTURES. RISK CATEGORY III. BUILDINGS AND
 OTHER STRUCTURES CONTAINING ELEMENTARY SCHOOL,
 SECONDARY SCHOOL OR DAY CARE FACILITIES WITH AN
 OCCUPANT LOAD GREATER THAN 250.
  
 4) SHEET A.1 SHOWS 3 DOORS AS EXISTING OVERHEAD DOORS,
 122,123 & 124. PLEASE NOTE THAT PREVIOUS REVISION THESE
 OPENINGS WERE REVISED TO BE MODIFIED. UNDER REVISION
 17070951 THE HEADERS WERE EXPANDED, AND UNDER REVISION
 16080972 WAS APPLIED FOR OVERHEAD GARAGE DOORS WITH
 HYDRAULIC LIFTS. THIS REVISION WAS DENIED ONCE BUT HAS
 NEVER REAPPLIED IT IS AN OPEN REVISION THAT HAS TO BE
 RESOLVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE
 ISSUED.
  
 5) SHEET A1 SHOWS UNITS LABELED 19 & 20 A COLD WELL AND
 A HOT WELL, IS THIS PART OF A SERVING LINE? IS
 COMPLIANCE WITH 2014 FBC-ACCESS. CODE 904.5 FOOD
 SERVICE LINES REQUIRED.
  
 5A) 904.5.1 SELF-SERVICE SHELVES AND DISPENSING
 DEVICES. SELF-SERVICE SHELVES AND DISPENSING DEVICES
 FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES
 SHALL COMPLY WITH 308.
  
 5B) 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL
 BE 28 INCHES (710 MM) MINIMUM AND 34 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 6) STRUCTURAL SHEET 1OF 1 INDICATES A W 14X26 STEEL
 BEAM AND 2 VERTICAL 4X4 LEGS. THE PLANS DO NOT INDICATE
 THE WELDS TO THE TOP OF THE VERTICAL LEG NOR THE BOTTOM
 WELDS. THE OTHER ISSUE IS THE A/C STAND BY OTHERS. THE
 VERTICAL LEGS APPEAR TO STOP AT THE ROOF LINE. THE
 PLANS INDICATE THE ROOF STAND BY OTHERS, THIS MEANS THE
 ROOF STAND MUST HAVE THEIR SUPPORT LEGS AT 33 INCHES
 APART. THIS ALSO MEANS THE OTHER LEGS OF THE A/C STAND
 WILL HAVE TO HIT THE OTHER SUPPORTS PERFECTLY, NO
 MENTION OF HOW THE ROOF STANDS ARE TO BE ANCHORED?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED .
  
 7) SHEET A1 INDICATES WITH NOTE 11 A HOOD SYSTEM. THIS
 WILL REQUIRE A SEPARATE PERMIT AND ROOF BRACING AND
 FRAMING FOR THE NEW ROOF TOP OPENING AND ANCHORING FOR
 THE ROOF TOP CURBS AND INTAKE AND EXHAUST SYSTEMS. FOR
 ALL ROOF TOP EQUIPMENT, CURBS, FANS 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.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-09-01 Cont ID  
Sent By jleahy Date 2017-09-01 Time 17:01 Rev Time 0.00
Received By jleahy Date 2017-09-01 Time 17:01 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-09-26 Cont ID  
Sent By pleduc Date 2017-09-26 Time   Rev Time 0.00
Received By pleduc Date 2017-09-26 Time 11:10 Sent To  
Notes
2017-09-26 15:23:01THIS 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 NEW KITCHEN WILL BE BLOCKING THE EXIT SIGN
 LEADING TO THE DOUBLE DOOR EXIT.
  
 ADD AN EXIT SIGN AT THE NEWLY CREATED CORRIDOR TO THE
 DOUBLE DOOR EXIT.
  
  
  
 2) THE HOOD AND HOOD SUPPRESSION SYSTEMS SHALL BE
 SUBMITTED UNDER SEPARATE SHOP DRAWINGS.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-09-12 Cont ID  
Sent By pleduc Date 2017-09-12 Time   Rev Time 0.00
Received By pleduc Date 2017-09-08 Time 10:27 Sent To  
Notes
2017-09-08 10:31:37THIS 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 NEW KITCHEN WILL BE BLOCKING THE EXIT SIGN
 LEADING TO THE DOUBLE DOOR EXIT.
  
 ADD AN EXIT SIGN AT THE NEWLY CREATED CORRIDOR TO THE
 DOUBLE DOOR EXIT.
  
  
  
 2) THE HOOD AND HOOD SUPPRESSION SYSTEMS SHALL BE
 SUBMITTED UNDER SEPARATE SHOP DRAWINGS.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2017-10-11 Cont ID  
Sent By thunt Date 2017-10-11 Time 07:08 Rev Time 0.00
Received By thunt Date 2017-10-11 Time 07:08 Sent To B
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2017-10-02 Cont ID  
Sent By tklarge Date 2017-10-02 Time 10:54 Rev Time 0.00
Received By tklarge Date 2017-10-02 Time 10:48 Sent To  
Notes
2017-10-02 10:54:481) SUBMIT 2 COPIES THE MANUFACTURER'S SPECIFICATIONS
 AND INSTALLATION MANUAL FOR THE TANKLESS WATER HEATER.
 2ND REQUEST. 2014 FBC-FUEL GAS SEC.402.2, 301.3.
 2) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE GAS
 APPLIANCES. THE AIR DEDICATED FOR THE HOOD CANNOT BE
 USED FOR COMBUSTION AIR FOR THE GAS APPLIANCES. 2014
 FBC-FUEL GAS SEC.304.9.3,
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2017-09-13 Cont ID  
Sent By tklarge Date 2017-09-13 Time 12:05 Rev Time 0.00
Received By tklarge Date 2017-09-13 Time 12:00 Sent To  
Notes
2017-09-13 12:05:351. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE
 LENGTH OF ALL CUT SECTIONS OF PIPE PER 2014 FBC-FUEL
 GAS, SECS. 402.4.1, 402.4.2. OR 2014 FBC-RES SEC.
 G2413.
  
 2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE
 CORRUGATED STAINLESS STEEL TUBING
  
 (IF APPLICABLE) FOR EACH PIPE SIZE. WPB AMENDMENTS TO
 FBC SEC.107.2.1.
  
 3. TYPE OF GAS (LP OR NATURAL).
  
 4. LIST THE BTU LOAD OF EACH APPLIANCE AND THE TOTAL
 BTU LOAD ON THE SYSTEM. REFER TO THE 2014 FBC-FUEL GAS
 SECS.401.8 THRU 402.6.1 AND TABLES 402.4 (1) THRU 402.4
 (37) OR 2014 FBC-RES. SEC. G2413.
  
 5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (GAS
 METER / MP REGULATOR / LP TANK) TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND / OR SYSTEM PER THE 2014
 FBC-FUEL GAS SEC.402.4.1 OR 2014 FBC-RES. SEC. G
 2413.3.
  
 6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2014
 FBC-FUEL GAS CODE SEC.304.1, 614.5 (CLOTHES DRYERS) OR
 2014 FBC-RES. SEC. G 2407.1 AND G2439.4 (CLOTHES
 DRYERS).
  
 7. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 ON THE PLAN PER 2014 FBC-FUEL GAS SEC.402.2 OR FBC RES.
 SEC. G2413.2. .
  
 8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE,
 TERMINATION POINT, HEIGHT ABOVE THE ROOF AND ANCHORING
 DETAILS OF THE GAS VENT(S) PER 2014 FBC-FUEL GAS SECS.
 502 THRU 505 OR 2014 FBC-RES. SEC.G2426.
  
 9. SUBMIT MANUFACTURER'S SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
 COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2014 FUEL GAS CODE SEC. 402.2, AND 301.3 OR 2014
 FBC-RES. SEC. G2404.3. GAS APPLIANCES SHALL BE LISTED
 AND LABELED. THE INSTALLATION MANUALS FOR ALL GAS
 APPLIANCES / EQUIPMENT SHALL BE ONSITE AT THE TIME OF
 INSPECTION. FGC SEC.305.1, FBC-RES. SEC.G2408.1.
  
 10) EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE.
 SECS. 10.4, 10.5 OF NFPA 96-08.
  
 11) SUBMIT TWO COPIES OF THE APPLICABLE SIZING TABLES
 USED TO SIZE THE GAS SYSTEM OR PLACE A NOTE ON THE
 PLANS/DRAWINGS SPECIFYING WHICH SIZING TABLE(S) FROM
 THE GAS CODE OR OTHER STANDARD THAT WERE USED IN THE
 DESIGN OF THIS GAS SYSTEM. REFER TO THE 2014 FBC-FUEL
 GAS SECS. 401.4, 401.8 THRU 402.6.1 AND TABLES 402.4
 (1) THRU 402.4 (37) OR 2014 FBC-RES. SEC. G2412.4,
 G2412.8, G2413.1, G2413.2, & G2413.3.
  
 12) SHOW THE LOCATION OF ALL MP (STEP-DOWN) REGULATORS.
 A LISTED SHUTOFF VALVE SHALL BE INSTALLED IMMEDIATELY
 AHEAD OF EACH MP REGULATOR. FBC-FUEL GAS SEC.409.4,
 FBC-RESIDENTIAL SEC. G 2420.4.
  
 13) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 PRESSURE REGULATORS. REGULATORS INSTALLED ON THE
 EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
 INSTALLATION. 2014 FGC SEC.410.1.
  
 14) THE PLANS SHOW THE GAS WATER HEATER ON THE EXTERIOR
 OF THE BUILDING. SUBMIT DETAILS ON THE ENCLOSURE FOR
 THIS APPLIANCE. COMPLY WITH 2014 FBC-FUEL GAS
 SEC.304.6.
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-10-11 Cont ID  
Sent By shill Date 2017-10-11 Time 14:36 Rev Time 0.00
Received By shill Date 2017-10-06 Time 14:27 Sent To  
Notes
2017-10-10 14:28:51RESUB ROUTED TO TKLARGE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-10-02 Cont ID  
Sent By tklarge Date 2017-10-02 Time 10:55 Rev Time 0.00
Received By tklarge Date 2017-09-22 Time 15:26 Sent To  
Notes
2017-09-25 15:27:03B12
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-09-13 Cont ID  
Sent By tklarge Date 2017-09-13 Time 12:05 Rev Time 0.00
Received By tklarge Date 2017-08-29 Time 10:15 Sent To  
Notes
2017-08-31 10:15:57B05
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-09-05 Cont ID  
Sent By jwitmer Date 2017-09-05 Time   Rev Time  
Received By jwitmer Date 2017-09-05 Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2017-09-28 Cont ID  
Sent By ccole Date 2017-09-28 Time 09:30 Rev Time 0.00
Received By ccole Date 2017-09-27 Time 17:05 Sent To  
Notes
2017-09-28 09:30:50NO MECHANICAL PLANS SUBMITTED- SEPARATE PERMIT
 REQUIRED- CCOLE- 9/28/17
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-09-05 Cont ID  
Sent By ccole Date 2017-09-05 Time 10:05 Rev Time 0.00
Received By ccole Date 2017-09-05 Time 10:05 Sent To  
Notes
2017-09-05 10:41:231ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17081385
 9/5/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) NO MECHANICAL OR HVAC PLAN SHEETS WERE INCLUDED IN
 THE SET. THE ORIGINAL HVAC PLANS SUBMITTED UNDER THE
 MASTER PERMT #16041215 SHOW AHU- 10 & 11 FUNCTIONING IN
 THE AREA OF THE NEW KITCHEN. PLEASE NOTE THAT THESE
 SYSTEMS WERE SIZED AND DESIGNED TO CONDITION THE
 REMOVED OFFICES AND MAY HAVE TO BE ALTERED TO
 ACCOMODATE THE NEW KITCHEN. PLEASE PROVIDE UPDATED
 PLANS, AND
  
 NOTE THAT AIR SUPPLIED OR EXHAUSTED FROM A KITCHEN
 SHALL NOT BE RECIRCULATED TO OTHER ROOMS OR SPACES
 OUTSIDE OF THE KITCHEN- TABLLE 403.3 FOOTNOTE B.
  
 2) PROVIDE AN AIR BALANCE CALCULATION- SECTION 501.5.
  
 3) PROVIDE COMBUSTION AIR CALCULATIONS FOR THE NEW
 GAS-FIRED COOKING APPLIANCES- SEE SECTION 304 FBC-14
 FUEL GAS.
  
 4) SUBMIT PRODUCT DATA SHEETS FOR THE NEW COOKING
 APPLIANCES- SECTION 623.1 FBC-14 FUEL GAS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-10-02 Cont ID  
Sent By tklarge Date 2017-10-02 Time 10:27 Rev Time 0.00
Received By tklarge Date 2017-10-02 Time 08:48 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-09-13 Cont ID  
Sent By tklarge Date 2017-09-13 Time 12:00 Rev Time 0.00
Received By tklarge Date 2017-09-13 Time 09:54 Sent To  
Notes
2017-09-13 10:39:581) SHT. A.1 SHOWS 2 COLD WELLS AND ONE HOT WELL BUT THE
 HOT WELL IS NOT SHOWN ON THE PLUMBING PLAN ON SHT. P.1
 OR ON THE WATER RISER. CLARIFY.
 2) IF THE HOT AND COLD WELLS ARE PART OF A SERVING LINE
 THEN COMPLIANCE WITH 2014 FBC-ACCESS. SEC.904.5 MAY BE
 REQUIRED. CLARIFY.
 3) SHT.P.1 SHOWS A STEAMER DISCHARGING TO THE GREASY
 WASTE SYSTEM. THE MAXIMUM TEMPERATURE OF ANY DISCHARGE
 TO A DRAINAGE SYSTEM SHALL NOT EXCEED 140 DEGREES. 2014
 FBC-PLUMBING SEC.803.1. THIS SHALL ALSO APPLY TO THE
 DISHWASHING EQUIPMENT AND THE HOT WELL. CLARIFY.
 4) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE KITCHEN
 EQUIPMENT.WPB AMEND. TO FBC SEC. 107.2.1.
 5) IF THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE
 SOURCE OF HOT WATER TO THE FIXTURE(S) THAT REQUIRE HOT
 WATER EXCEEDS 50 FEET THEN A HOT WATER RECIRCULATING
 LINE SHALL BE REQUIRED PER 2014 FBC PLUMBING SEC.
 607.2. THE RECIRCULATING LINE SHALL BE INSULATED IN
 ACCORDANCE WITH THE 2014 FBC-ENERGY SEC. C404.5.
 6) SHT. P.2 - THE GREASE LINE RISER SHOWS AN EXISTING
 50 GALLON GREASE INTERCEPTOR. THE EXISTING PLANS ON
 FILE WITH THE CITY FOR THIS STRUCTURE SHOW 2 SCHIER 75
 GPM GREASE INTERCEPTORS. REVISE THE PLANS TO SHOW THE
 CORRECT INTERCEPTORS. REFER TO EXISTING PERMIT NUMBER
 16041215.
 7) SUBMIT CALCULATIONS FOR THE ESTIMATED GREASEY WASTE
 FLOW INTO THE EXISTING INTERCEPTORS. COMPLY WITH 2014
 FBC-PLUMBING SEC.1003.2, 1003.3.4.
 8) SHT. P.1 SHOWS TWO COLD WELLS BUT THE SANITARY RISER
 ON SHT. P.2 ONLY SHOWS ONE. THIS ALSO OCCURS ON THE
 WATER RISER. CLARIFY.
 9) SUBMIT DETAILS FOR THERMAL EXPANSION CONTROL FOR THE
 HOT WATER SYSTEM PER 2014 FBC-PLUMBING SEC.607.3.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2017-09-27 Cont ID  
Sent By llouie Date 2017-09-27 Time   Rev Time 0.00
Received By llouie Date 2017-09-27 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-09-01 Cont ID  
Sent By llouie Date 2017-09-01 Time   Rev Time 0.00
Received By llouie Date 2017-09-01 Time   Sent To  
Notes
***NONE***


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