Plan Review Details - Permit 15100870
Plan Review Stops For Permit 15100870
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-12-16 Cont ID  
Sent By jwitmer Date 2015-12-16 Time 07:45 Rev Time 0.00
Received By jwitmer Date 2015-12-16 Time 07:30 Sent To  
Notes
2015-12-16 07:41:50BUILDING PLAN REVIEW
 W. P. B. PERMITS: 15100870 STADIUM, NATIONAL CLUBHOUSE
 ________________ 15100871 ASTROS CLUBHOUSE
 ________________ 15100834 TEAM/ STORAGE/ BAR
  
 ADD: 5444 N. HAVERHILL RD.
 CONT: HUNT CONSTRUCTION
 TEL: (561)568-8045 / MICHAEL SANCHEZ
 E-MAIL: [email protected]
  
 HCS ARCHITECT/ INTERIOR DESIGNER
  
 ASSOCIATE ARCHITECT/ INTERIOR DESIGNER
 GLIDDEN SPINA INTERIORS
  
 STRUCTURAL ENGINEER
 BLISS & NYITRAY, INC
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: WED. DEC. 16/2015
 ACTION: PASSED/ PROVISOS
  
 1) NOTICE!!! NO RESPONSE NECESSARY. THIS PERMIT IS A
 STRUCTURE ONLY PERMIT, (SHELL) AND IS A PHASED PERMIT.
 2014 FLORIDA BUILDING CODE WITH 2014 WEST PALM BEACH
 AMENDMENTS 107.3.3 PHASED APPROVAL. THE HOLDER OF SUCH
 PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING
 (STRUCTURE ONLY) SHALL PROCEED AT THE HOLDERS? OWN RISK
 WITH THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT
 A PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
  
 2) PLEASE NOTE THIS PROJECT WILL REQUIRE A THRESHOLD
 INSPECTOR PLEASE SEE FLORIDA STATUTE FL S. S. 553.71(7)
 ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) COMPLIED. SHEET 0552_S0.02. 109.3.6.1 THRESHOLD
 INSPECTION PLAN.
  
 2B) COMPLIED. THRESHOLD INSPECTOR FORMS.
  
 2C) COMPLIED. THRESHOLD BLDG., REQUIRED STATEMENT:
 W.P.B. AMENDMENT 110.3.7.4.4
  
 2D) ) COMPLIED. FOR THE SPECIAL INSPECTOR PLEASE
 PROVIDE A RESUME'.
  
 2E)COMPLIED. CONTRACTOR JOB SUMMARY OR HISTORY FOR THIS
 TYPE OF CONSTRUCTION.
  
 2F) PROVISO: NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS
 ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
  
 2G) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACH?S
 AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)
 FOR ALL BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3-4) COMPLIED.
  
 5) PROVISO: DEFERRED SUBMITTALS. COMPONENTS & CLADDING
 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, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES ROOF TOP CURBS,
 ROOF TOP EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 6) PROVISO107.3.4.2 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.
  
 7-25) COMPLIED.
  
 26A) PROVISO: TO BE PART OF THE MAIN BUILDING PERMIT OR
 REVISION TO SHELL. CONCERN IN ROOF FRAMING PLANS,
 0584_S2.131 THROUGH 0594_S2.145 THE PLANS SHOW NO
 THROUGH PENETRATIONS OF THE ROOF FRAMING WHERE ROOF TOP
 RTU UNITS WILL BE LOCATED. SHEET 0629_S7.33 ROOF
 FRAMING PLAN DOES SHOW A LATERAL BRACING LARGE
 OPENINGS. THERE WERE NO MECHANICAL SHEETS SUBMITTED FOR
 ROOF TOPS TO DETERMINE IF THERE ARE IN FACT ROOF TOP
 RTU UNITS ON THE ROOF TOP. THE ISSUE IS IF THERE ARE
 UNITS ADDITIONAL BRACING BETWEEN THE BAR JOIST,
 ATTACHMENT OF CURB TO THE MWFRS (MAIN WIND FORCE
 RESISTING SYSTEM).
  
 26B) COMPLIED. THE ROOFTOP SCREENING FRAMING BE
 ANCHORED TO THE MWFRS (MAIN WIND FORCE RESISTING
 SYSTEM). 2014 FBC-B 1509.6 MECHANICAL EQUIPMENT
 SCREENS.
  
 26C) PROVISO: TO BE PART OF THE MAIN BUILDING PERMIT.
 SHOW COMPLIANCE WITH: 2014 FBC-B 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.
  
 27) COMPLIED.
  
 28) PROVISO: SHEET 0599_S2.511 & 0560_S2.512. BOTH
 THESE SHEETS INDICATE THESE BUILDINGS ARE TO BE
 PRE-ENGINEERED METAL BUILDINGS BY A DELEGATE ENGINEER.
  
 29-30) COMPLIED. REMOVED FROM THIS PORTION OF PROJECT.
  
 31) COMPLIED. STEEL EMBED PLATE/ NELSON BOLT.
  
 32) COMPLIED) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE
 STRUCTURE. SEPARATE PERMIT REQUIRED.
 1,000 GALLON TANK
 500 GALLONS GASOLINE
 500 GALLONS DIESEL FUEL
 TANK SPECIFICATIONS UL 2085
 FIRE GUARD TANK/ DOUBLE HULL W/ SECONDARY CONTAINMENT.
  
 33) COMPLIED. NO FERTILIZERS TO BE STORED IN DIRT BIN
 /GAS STORAGE STRUCTURE.
  
 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 2015-12-12 Cont ID  
Sent By jwitmer Date 2015-12-12 Time 13:31 Rev Time 0.00
Received By jwitmer Date 2015-12-12 Time 09:31 Sent To  
Notes
2015-12-12 13:31:26BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100870 STADIUM, NATIONAL CLUBHOUSE
 15100871 ASTROS CLUBHOUSE
 15100834 TEAM/ STORAGE/ BAR
 15100808 SOUTH OBSERVATION TOWER
 15100826 NORTH OBSERVATION TOWER
  
 ADD: 5444 N. HAVERHILL RD.
 CONT: HUNT CONSTRUCTION
 TEL: (561)568-8045 / MICHAEL SANCHEZ
 E-MAIL: [email protected]
  
 HCS ARCHITECT/ INTERIOR DESIGNER
  
 ASSOCIATE ARCHITECT/ INTERIOR DESIGNER
 GLIDDEN SPINA INTERIORS
  
 STRUCTURAL ENGINEER
 BLISS & NYITRAY, INC
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SAT. OCT. 31/2015
 ACTION: DENIED
  
 1) NOTICE!!! NO RESPONSE NECESSARY. THIS PERMIT IS A
 STRUCTURE ONLY PERMIT, (SHELL) AND IS A PHASED PERMIT.
 2014 FLORIDA BUILDING CODE WITH 2014 WEST PALM BEACH
 AMENDMENTS 107.3.3 PHASED APPROVAL. THE HOLDER OF SUCH
 PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING
 (STRUCTURE ONLY) SHALL PROCEED AT THE HOLDERS? OWN RISK
 WITH THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT
 A PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
  
 2) PLEASE NOTE THIS PROJECT WILL REQUIRE A THRESHOLD
 INSPECTOR PLEASE SEE FLORIDA STATUTE FL S. S. 553.71(7)
 ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) COMPLIED. SHEET 0552_S0.02. 109.3.6.1 THRESHOLD
 INSPECTION PLAN.
  
 2B) COMPLIED. THRESHOLD INSPECTOR FORMS.
  
 2C) COMPLIED. THRESHOLD BLDG., REQUIRED STATEMENT:
 W.P.B. AMENDMENT 110.3.7.4.4
  
 2D) ) COMPLIED. FOR THE SPECIAL INSPECTOR PLEASE
 PROVIDE A RESUME'.
  
 2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2F) PROVISO: NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS
 ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
  
 2G) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACH?S
 AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)
 FOR ALL BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3-4) COMPLIED.
  
 5) PROVISO: DEFERRED SUBMITTALS. COMPONENTS & CLADDING
 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, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES ROOF TOP CURBS,
 ROOF TOP EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 6) PROVISO107.3.4.2 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.
  
 7-25) COMPLIED.
  
 26A) PROVISO: TO BE PART OF THE MAIN BUILDING PERMIT OR
 REVISION TO SHELL. CONCERN IN ROOF FRAMING PLANS,
 0584_S2.131 THROUGH 0594_S2.145 THE PLANS SHOW NO
 THROUGH PENETRATIONS OF THE ROOF FRAMING WHERE ROOF TOP
 RTU UNITS WILL BE LOCATED. SHEET 0629_S7.33 ROOF
 FRAMING PLAN DOES SHOW A LATERAL BRACING LARGE
 OPENINGS. THERE WERE NO MECHANICAL SHEETS SUBMITTED FOR
 ROOF TOPS TO DETERMINE IF THERE ARE IN FACT ROOF TOP
 RTU UNITS ON THE ROOF TOP. THE ISSUE IS IF THERE ARE
 UNITS ADDITIONAL BRACING BETWEEN THE BAR JOIST,
 ATTACHMENT OF CURB TO THE MWFRS (MAIN WIND FORCE
 RESISTING SYSTEM).
  
 26B) COMPLIED. THE ROOFTOP SCREENING FRAMING BE
 ANCHORED TO THE MWFRS (MAIN WIND FORCE RESISTING
 SYSTEM). 2014 FBC-B 1509.6 MECHANICAL EQUIPMENT
 SCREENS.
  
 26C) PROVISO: TO BE PART OF THE MAIN BUILDING PERMIT.
 SHOW COMPLIANCE WITH: 2014 FBC-B 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.
  
 27) COMPLIED.
  
 28) PROVISO: SHEET 0599_S2.511 & 0560_S2.512. BOTH
 THESE SHEETS INDICATE THESE BUILDINGS ARE TO BE
 PRE-ENGINEERED METAL BUILDINGS BY A DELEGATE ENGINEER.
  
 29-30) COMPLIED. REMOVED FROM THIS PORTION OF PROJECT.
  
 31) COMPLIED. STEEL EMBED PLATE/ NELSON BOLT.
  
 32) COMPLIED) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE
 STRUCTURE. SEPARATE PERMIT REQUIRED.
 1,000 GALLON TANK
 500 GALLONS GASOLINE
 500 GALLONS DIESEL FUEL
 TANK SPECIFICATIONS UL 2085
 FIRE GUARD TANK/ DOUBLE HULL W/ SECONDARY CONTAINMENT.
  
 33) COMPLIED. NO FERTILIZERS TO BE STORED IN DIRT BIN
 /GAS STORAGE STRUCTURE.
  
 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 2015-11-07 Cont ID  
Sent By jwitmer Date 2015-11-07 Time 10:34 Rev Time  
Received By jwitmer Date 2015-10-31 Time 08:30 Sent To  
Notes
2015-11-07 10:34:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100870 STADIUM, NATIONAL CLUBHOUSE
 15100871 ASTROS CLUBHOUSE
 15100834 TEAM/ STORAGE/ BAR
 15100808 SOUTH OBSERVATION TOWER
 15100826 NORTH OBSERVATION TOWER
  
 ADD: 5444 N. HAVERHILL RD.
 CONT: HUNT CONSTRUCTION
 TEL: (561)568-8045 / MICHAEL SANCHEZ
 E-MAIL: [email protected]
  
 HCS ARCHITECT/ INTERIOR DESIGNER
  
 ASSOCIATE ARCHITECT/ INTERIOR DESIGNER
 GLIDDEN SPINA INTERIORS
  
 STRUCTURAL ENGINEER
 BLISS & NYITRAY, INC
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SAT. OCT. 31/2015
 ACTION: DENIED
  
 1) NOTICE!!! NO RESPONSE NECESSARY. THIS PERMIT IS A
 STRUCTURE ONLY PERMIT, (SHELL) AND IS A PHASED PERMIT.
 2014 FLORIDA BUILDING CODE WITH 2014 WEST PALM BEACH
 AMENDMENTS 107.3.3 PHASED APPROVAL. THE HOLDER OF SUCH
 PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING
 (STRUCTURE ONLY) SHALL PROCEED AT THE HOLDER?S OWN RISK
 WITH THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT
 A PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
  
 2) PLEASE NOTE THIS PROJECT WILL REQUIRE A THRESHOLD
 INSPECTOR PLEASE SEE FLORIDA STATUTE FL S. S. 553.71(7)
 ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) COMLIED. SHEET 0552_S0.02. 109.3.6.1 THRESHOLD
 INSPECTION PLAN. THE ENFORCING AGENCY SHALL REQUIRE A
 (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE
 ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST
 BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A
 THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED
 DOCUMENTS.
  
 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 2) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
  
 2G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 2H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 3) SHEET 0551_S0.01:
  
 3A) HEADING SHALLOW FOUNDATIONS(2) FOOTING SIZES SHALL
 BE BASED ON THE ALLOWABLE SOILS BEARING CAPACITY AS
 FOLLOWS:
 AT COMPACTED CONCOURSE FILL 4,000PSF
 AT RETAINING WALL
  
 THE SOILS REPORT PAGE 11 FOUNDATION RECOMMENDATIONS
 INDICATES HOW THE SOILS ARE TOO BE IMPROVED FOR
 FOUNDATIONS REQUIRING A MINIMUM SAFE BEARING VALUE OF
 2500 PSF BUT NOT FOR 4500 PSF. 1803.5.2 QUESTIONABLE
 SOILS.
  
 3B) THE SOILS REPORT ALSO INDICATE ON PAGE 15 THAT THEY
 HAVE COMPLETED 3 SPT BORINGS TO THE APPROXIMATE
 LOCATION OF THE (3) MAST ARMS. TO DATE THE SOILS
 ENGINEER HAS NOT RECEIVED ANY SPECIFIC INFORMATION
 CONCERNING THE FOUNDATION LOADING AND OR CONFIGURATION
 FOR THE MAST ARMS AND FIXTURES TO BE HUNG FROM THEM.
 THE FOUNDATIONS FOR THESE UNITS WERE TO BE INCORPORATED
 INTO THE STRUCTURE ONLY PORTION OF THE STADIUM AND
 NATIONALS CLUBHOUSE. 107.3.5.1.1 MINIMUM PLAN CRITERIA
 FOR COMMERCIAL BUILDINGS
 ( FOUNDATIONS).
  
 3C) ENCLOSURE PROTECTION FROM WIND BORN DEBRIS. THE
 SECTION REFERENCED IS 1626 AND IS FOR HIGH-VELOCITY
 HURRICANE ZONES, BROWARD AND MIAMI-DADE COUNTIES ONLY.
 THE CITY OF WEST PALM AND PALM BEACH COUNTY ARE IN A
 HIGH WIND DEBRIS REGION. PLEASE NOTE THAT THE CODE
 SECTION REFERENCED HAS A OR IN IT AN OPTION FOR EITHER
 SUPPLYING LARGE MISSILE IMPACT TESTED ASSEMBLIES OR
 APPLYING STORM SHUTTERS TESTED AND APPROVED TO COVER
 NON-IMPACT GLAZING.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENT 107.2.1 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.
  
 4) SHEET 0551_S0.01 (3) WIND LOAD DESIGN IS GIVEN AND
 THE MEAN ROOF HEIGHT FOR THE:
 VISITOR?S LOCKER ROOM 16?-0? MRH
 NATIONALS CLUBHOUSE 20?-0? MRH
 ASTROS CLUBHOUSE 27?-0? MRH
 SUITES/ PRESS BOX 33?-0? MRH
 TEAM STORE 15?-0? MRH
 RESTROOMS/ CONCESSIONS 13?-0? MRH
  
 4A) SHEET 0553_S).03 ASTROS CLUBHOUSE WIND DESIGN CHART
 THE ROOF PRESSURES ARE GOOD TAKEN AT 27 FEET MEAN ROOF
 HEIGHT. THE WIND WALL PRESSURES FOR ZONES 4 & 5 APPEAR
 TO BE LOW, PRESSURES APPEAR TO BE TAKEN AT 20?-0?
 ELEVATION AND MULTIPLIER USE. NOTE NEGATIVE PRESSURES
 ARE TAKEN FROM THE ROOF, POSITIVE PRESSURES BUILD UP
 FROM GRADE.
  
 4B) CONCESSION BUILDINGS 1 & 2 ARE ON SHEETS 0554_S0.04
 CONCESSION BLDG. 1 AND SHEET 0554_S0.04 CONCESSION
 BLDG. 2. IF THEY ARE THE SAME HEIGHT WHY ARE THEY
 INDICATING DIFFERENT PRESSURES ON EACH SHEET FOR THE
 SAME ZONE? NOTE THE ROOF PRESSURES INDICATED ON THE
 PLANS ARE FOR A MEAN ROOF HEIGHT OF 37 FT. WHEREAS THE
 WINDOWS ARE TAKEN AT A MEAN ROOF HEIGHT OF 20 FEET?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED FOR SUCH A
 DIFFERENCE?
  
 4C) MILB WIND PRESSURES SHEET 0555_S0.05 UNABLE TO
 DETERMINE PRESSURES SHEET 0551_S0.01 DOES NOT PROVIDE
 THIS NAME FOR A BUILDING TO BE ABLE TO VERIFY THE MEAN
 ROOF HEIGHT AND ASSOCIATED PRESSURES.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. PROVIDE WHAT
 THE INITIALS STAND FOR/
  
 4D) TEAM STORE IS INDICATED WITH THE MEAN ROOF HEIGHT
 OF 15 FT. AS THE CONCESSION BUILDING WITH THE SAME
 PRESSURES. NOTE THE ROOF PRESSURES INDICATED ON THE
 PLANS ARE FOR A MEAN ROOF HEIGHT OF 37 FT. WHEREAS THE
 WINDOWS ARE TAKEN AT A MEAN ROOF HEIGHT OF 20 FEET?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED FOR SUCH A
 DIFFERENCE?
  
 4E) SHEET 0558_S0.08 THE PRESS BOX. SHEET 0551_S0.01
 INDICATES THE MEAN ROOF HEIGHT OF THE PRESS BOX AT 33
 FEET. WALL PRESSURES ARE GOOD FOR 33 FEET MEAN ROOF
 HEIGHT THE ROOF PRESSURES ARE OK BUT ARE HIGH TAKEN FOR
 A MEAN ROOF HEIGHT OF 45 FT.
  
 4F) BATTING/ PITCHING WIND PRESSURES SHEET 0559_S0.09.
 PLEASE PROVIDE WHY THE TRIBUTARY AREAS ARE NOT BROKE
 DOWN AS THE PREVIOUS REVIEWS, OF 10, 20, 50, & 100 SQ.
 FT. OF TRIBUTARY AREA? 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED BEFORE A REVIEW CAN BE COMPLETED.
  
 5) PLEASE SUBMIT THE PRODUCT APPROVALS. COMPONENTS &
 CLADDING2014 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, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES ROOF TOP CURBS,
 ROOF TOP EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 6) IF EITHER THE DESIGNER OF RECORD OR THE CONTRACTOR
 WISH TO DEFER THE SUBMITTING OF THE PRODUCT APPROVALS
 UNTIL AFTER PERMIT ISSUANCE PLEASE IN YOUR RESPONSE
 NOTE AS SUCH.
  
 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.
  
 7) SHEETS 0561 -0564 THERE ARE NO GRID LINES TO LINE UP
 STRUCTURAL ELEMENTS TO THE LVL SECTOR PLANS A-K SHEETS
 0566-0594,WITH 0562_S2.02, THIS WOULD ALSO BE HELPFUL
 FOR ON THE ARCHITECTURAL SHEETS. 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED. THE BUILDING OFFICIAL MAY REQUIRE
 DETAILS, DIAGRAMS, AND OTHER DATA NECESSARY TO DESCRIBE
 THE CONSTRUCTION OR INSTALLATION?
  
 8) SHEET 0566_S2-111 INDICATES A FOUNDATION F-5.0 AT
 ELEVATION + 97 FT. T. O. FOUNDATION, SHOULD ALL THE
 FOUNDATION NOTES BE NEGATIVE IF FINISH FLOOR IS BASED
 ON ELEVATION 100.0? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 9) SHEET 0566_S2-111 INDICATES A FOUNDATION F-5.0 AT
 ELEVATION THE FOUNDATION SIZE IS GIVEN BUT THERE IS NO
 INFORMATION PROVIDED ON THE COLUMN, IDENTIFYING THE
 COLUMN. SHEET 0575_S2.121 CONCOURSE LVL SECTOR B
 INDICATES THE COLUMN BUT DOES NOT IDENTIFY WITH COLUMN
 TAG TYPE. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 COLUMN SIZE, WALL THICKNESS, BOLT PATTERN LAYOUT, SIZE
 OF HOLE ,BOLT SIZE AND LENGTH
 BOTTOM AND TOP PLATE SIZE AND THICKNESS ?
  
 10) SHEET 0575_S2.121 INDICATES A DETAIL 2/
 0625_S7.2.1.:
 10A) THIS SECTION INDICATES CONNECTION OF A BEAM GIRDER
 TO HSS COLUMN. ON THE RIGHT SIDE OF THE COLUMN THE
 DETAIL INDICATES THE VERTICAL WELDED PLATE TO BE 12
 INCHES VERTICAL, THE DETAILS 9 & 10 INDICATES THE SIZE
 OF THE SINGLE PLATE AND BOLTED-WELDED DOUBLE PLATE
 ANGLE CONNECTION. THE SINGLE PLATE SHEAR CONNECTION
 PLATE WITHIN THE TABLE INDICATES THE OVERALL LENGTH AS
 11 ? INCHES NOT 12 INCHES AS SHOWN IN THE DETAIL.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED, IS THIS A
 DISCREPANCY ?
  
 10B) THE SECOND ISSUE IS THE ABOVE COMMENT (10A) IS
 ASSUMED THE DETAILS 9 & 10 ARE TO BE USED WITH A
 COLUMN. DETAIL 9 INDICATES THE USEAGE BEAM TO GIRDER
 AND DETAIL 10 GIRDER TO EMBEDDED PLATE WHICH NEITHER
 DEALS WITH VERTICAL COLUMNS? 107.2.1.3. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 11) SHEET 056_S2.111 JUST ABOVE THE INDIVIDUAL FOOTING
 F-5.0* THERE IS A NOTE 8INCH SLAB ON GRADE SEE
 STRUCTURAL NOTES FOR REINFORCING, THIS NOTE IS OUTSIDE
 OF THE BUILDING IS THIS NOTE FOR A CONCRETE DRIVE AREA
 OR TO BE DIRECTED TO ANOTHER AREA OF THE BUILDING?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 12) THE BOTTOM RIGHT CORNER OF THE SHEET THERE ARE A
 TOTAL OF 7 FOUNDATIONS , 4 FOUNDATIONS F-4.0* & F-5.0*
 ARE IDENTIFIED WITH A CIRCLE AND NUMBER 1 IN THE
 CIRCLE, ARE THESE COLUMN IDENTIFIERS THERE IS NO LEGEND
 TO IDENTIFY COLUMNS. NOTE # 2 DENOTES THE COLUMN
 FOUNDATION SIZE BUT NOT THE TYPE OF COLUMN.
 THERE ARE 2 FOUNDATIONS WITH CIRCLES AND NO NUMBER IN
 THEM AND A 3RD FOUNDATION WITH NO CIRCLE OR COLUMN TAG
 FOR IDENTIFYING THE COLUMN SIZE AND TYPE? 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 13) SHEET 0567_S2.112 SHOWS A WALL SECTION DETAIL 4/
 0615_S5.11 THIS DETAIL IS FOR PIPE PENETRATIONS THROUGH
 A FOUNDATION STEM WALL. SHEET 0615_S5.11 DETAIL 4
 DETAILS PIPE PENETRATIONS THROUGH THE STEM WALL
 FOUNDATION DETAIL. THE PLANS INDICATE TO PROVIDE A
 MASONRY BLOCK OUT. THE 2014 FBC-B 305.5 PIPES THROUGH
 MASONRY WALLS SHALL BE PROVIDED WITH A RELIEVING ARCH
 OR A PIPE SLEEVE SHALL BE BUILT INTO THE WALL. THE
 SLEEVE SHALL BE 2 PIPE DIAMETERS GREATER THAN THE PIPE
 PASSING THROUGH THE WALL. PLEASE PROVIDE A DETAIL
 SHOWING CODE COMPLIANCE. BE SPECIFIC TO THE
 APPLICATION.
  
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. 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.
  
 14) SHEET 0567_S2.112 UPPER RIGHT CORNER OF THE PLANS
 THERE IS A DOUBLE WIDE TUNNEL THE ELEVATION IS GIVEN
 FOR THE TOP, MID-LANDING AND BOTTOM LANDINGS, IS IT
 ASSUMED THAT BOTH TUNNELS HAVE THE SAME ELEVATION FOR
 ALL LANDINGS? MID LANDING IN PARTICULAR.
  
 15) SHEET 0568_S2.113 BOTTOM LEFT CORNER OF THE PLANS
 INDICATES 2 F5.5* FOUNDATIONS T. O. FOOTING AT +97 FT.
 THERE IS NO COLUMN TAG IDENTIFYING THE TYPE OF COLUMN
 TO BE INSTALLED. 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
  
 16) SHEET 0568?_S2.113 THERE ARE DETAIL SECTIONS AROUND
 WHAT APPEARS TO BE 4 ELEVATOR S WITH DETAILS 1-6 SHEET
 S2.614. IN THE INDEX AS WELL AS SUBMITTED SHEETS THERE
 IS NO SUCH SHEET IN THIS SUBMITTAL. THIS AREA CODE
 COMPLIANCE CANNOT BE DETERMINED. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 17) SHEET 0568_S2.113 SHOWS A WALL SECTION DETAIL
 8/S5.11 A INSULATION IN THE CENTER OF A POURED CONCRETE
 WALL AND DETAIL 4 S5.11 NO INSULATION IN THIS WALL.
 BETWEEN WHICH COLUMN LINES IS THE INSULATED WALL
 SECTION PERTAIN? HOW WILL THE INSULATION BE KEPT IN
 PLACE? THE NOTE ON THE PLANS JUST STATES INSULATION,
 WHAT TYPE AND THICKNESS? THE PLANS ALSO INDICATE # 3
 CROSS TIES @ 48 INCHES ON CENTER IS THIS THE ONLY ROW
 AS SHOWN? AT WHAT HEIGHT ARE THE CROSS TIES TO BE
 INSTALLED?
  
 18) SHEET 0569_S2.114 DETAIL 10/ S7.413 INDICATES
 STAIRS TO BE BY DELEGATE ENGINEER. THE PLANS DO NOT
 INDICATE THAT THE RISERS SHALL COMPLY WITH FBC-B
 1009.7.5 SOLID RISERS.
  
 19) SHEET 0571_S2.117 SHOW A RETAINING WALL R2 & R5
 DETAIL 6/ S4.21 SHOWS A FOUNDATION SIZE FOR RW-5, THERE
 IS NO FOOTING SIZE FOR RETAINING WALL RW2.
  
 20) SHEET 0571_S2.117 SHOW METAL PAN STAIRS BY DELEGATE
 ENGINEER. . THE PLANS DO NOT INDICATE THAT THE RISERS
 SHALL COMPLY WITH FBC-B 1009.7.5 SOLID RISERS.
  
 21) SHEET 0572_S2.118 THE TOP RIGHT CORNER OF THE PLANS
 IS SHOWN 3 F-5.5 FOUNDATIONS AND ONLY 1 COLUMN ASSUMED
 TYPE 1 COLUMN. THE OTHER 2 NOT IDENTIFIED. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED.
  
 22) SHEET 0573_S2.119 THERE ARE 5 FOUNDATIONS ON THE
 RIGHT SIDE OF THE SHEET F-4.0 & F-4.5 THAT DO NOT HAVE
 COLUMN MARK IDENTIFIER TAGS AS TO THE TYPE OF COLUMN.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 23) THE BOTTOM OF SHEET 0573_S2.119 THE RETAINING WALL
 RW1 & RW2 THERE IS NO FOUNDATION IDENTIFICATION TAG
 PROVIDED. 107.2.1.3.
  
 24) SHEET 0580_S2.126 THE TOP & BOTTOM LEFT SIDE OF THE
 SHEET THERE ARE RETAINING WALLS RW-3 & RW-4, PLEASE
 PROVIDE THE FOUNDATION IDENTIFICATION TAG FOR THESE 2
 RETAINING WALLS. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 25) SHEET 0581_S2.127 PEDESTRIAN BRIDGE PLEASE INDICATE
 WHERE THE DESIGN PERIMETERS FOR THE PEDESTRIAN BRIDGE
 CAN BE FOUND? IT NEEDS TO COMPLY WITH THE 2014 FBC-B
 TABLE 1607.1 LIVE LOADS, UNKNOWNS ARE WILL THIS EVER
 HAVE FORK LIFT LOADS, EMERGENCY VEHICLES TRAVELING
 ACROSS THE PEDESTRIAN BRIDGE REQUIRING A HIGHER LIVE
 LOAD?
  
 26A) CONCERN IN ROOF FRAMING PLANS, 0584_S2.131 THROUGH
 0594_S2.145 THE PLANS SHOW NO THROUGH PENETRATIONS OF
 THE ROOF FRAMING WHERE ROOF TOP RTU UNITS WILL BE
 LOCATED. SHEET 0629_S7.33 ROOF FRAMING PLAN DOES SHOW A
 LATERAL BRACING LARGE OPENINGS. THERE WERE NO
 MECHANICAL SHEETS SUBMITTED FOR ROOF TOPS TO DETERMINE
 IF THERE ARE IN FACT ROOF TOP RTU UNITS ON THE ROOF
 TOP. THE ISSUE IS IF THERE ARE UNITS ADDITIONAL BRACING
 BETWEEN THE BAR JOIST, ATTACHMENT OF CURB TO THE MWFRS
 (MAIN WIND FORCE RESISTING SYSTEM).
  
 26B) THE ONE OTHER ISSUE WILL BE IF THERE IS ROOFTOP
 EQUIPMENT, AND ZONING REQUIRES ROOF TOP SCREENING OF
 THE EQUIPMENT, HOW WILL THE ROOFTOP SCREENING FRAMING
 BE ANCHORED TO THE MWFRS (MAIN WIND FORCE RESISTING
 SYSTEM). 2014 FBC-B 1509.6 MECHANICAL EQUIPMENT
 SCREENS.
  
 26C) IF APPLICABLE, PLEASE SHOW COMPLIANCE WITH: 2014
 FBC-B 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
  
 27) SHEET 0599_S2.511 & 0560_S2.512. BATTING TUNNEL &
 COVERED PITCHING PLANS. THE PLANS PROVIDES THE SIZE OF
 THE INDEPENDENT FOUNDATIONS, BUT DOES NOT PROVIDE A
 SECTION OR DETAIL OF WHAT APPEARS TO BE A MONOLITHIC
 FOUNDATION THAT TIES THE INDEPENDENT FOUNDATIONS
 TOGETHER. 107.2.1.3 ADDITIONAL INFORMATION REQUESTED
 FOR CLARIFICATION.
  
 28) SHEET 0599_S2.511 & 0560_S2.512. BOTH THESE SHEETS
 INDICATE THESE BUILDINGS ARE TO BE PRE-ENGINEERED METAL
 BUILDINGS BY A DELEGATE ENGINEER. NEITHER OF THESE 2
 ASSOCIATED SHEETS PROVIDE WIND DESIGN CRITERIA. WILL
 THE WIND DESIGN FOR THE STADIUM (SHEET 0551_S).01) OF
 180 MPH, BUILDING RISK CATEGORY III BE USED FOR THE
 DESIGN OF THESE STRUCTURES FOR THE DELEGATE ENGINEER TO
 DESIGN FROM?
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 29) SHEET 0601_S2.611 MILB OBSERVATION TOWER DECK PLAN,
 INDICATES (2) SECTIONS DETAIL 15/ S6.11 AND DETAIL 17/
 S6.11 NEITHER OF THESE DETAILS ARE PROVIDED ON THIS
 PLAN. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 THERE APPEARS TO BE NO ARCHITECTURAL SHEETS OF THESE
 STRUCTURES?
  
 30) ) SHEET 0601_S2.611 MILB OBSERVATION TOWER DECK
 PLAN, THE WIND PRESSURE NOTE # 2 STATES ALL PRESSURES
 ARE DERIVED FROM ASCE 7-10. THE DESIGN CRITERIA HAVE
 NOT BEEN SUBMITTED ON THIS SHEET.
 WILL THE WIND DESIGN FOR THE STADIUM (SHEET 0551_S0.01)
 OF 180 MPH, BUILDING RISK CATEGORY III BE USED FOR THE
 DESIGN OF THIS STRUCTURE. WILL THE STRUCTURE BE
 DESIGNED AS ENCLOSED OR PARTIALLY OPEN? PRESSURES
 INDICATED ON THIS SHEET CANNOT BE VERIFIED UNTIL THE
 WIND DESIGN CRITERIA IS KNOWN. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA.
  
 31) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE STRUCTURE.
 IN BOTH WALL SECTIONS 1 & 2 THE DETAILS SHOW A W6X12
 STEEL BEAM. BOTH OF THESE DETAILS SHOW WHAT APPEARS TO
 BE A STEEL IMBED PLATE. THE SIZE OF THE PLATE AND
 THICKNESS IS UNKNOWN, THERE SHOULD BE NELSON BOLTS THAT
 WOULD BE WELDED TO THE EMBED PLATES, THIS INFORMATION
 IS ALSO MISSING. DETAIL # 2 THE WELDING INFORMATION OF
 THE STEEL BEAM TO THE EMBED PLATE IS MISSING ALSO, PART
 OF THE MWFRS. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED, PLANS ARE INCOMPLETE.
  
 32) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE STRUCTURE.
 THE AMOUNT OF FUEL STORED IN THIS STRUCTURE WILL AFFECT
 THE DESIGN OF HE STRUCTURE. THIS STRUCTURE INDICATES
 THAT GAS STORAGE WILL OCCUR WITHIN THIS BUILDING.
 GASOLINE WHEN REVIEWING THE MSDS SHEETS INDICATES THAT
 IT HAS A FLASH POINT OF -45 DEGREES F. THIS MAKES
 GASOLINE A FLAMMABLE LIQUID CLASS 1A. THE 2014 FBC-B
 TABLE 307.1(1) WHEN THE AMOUNT OF 120 GALLONS IS
 EXCEEDED BECOMES A H2 OR H3 OCCUPANCY. ALSO SEE
 FOOTNOTES D,E &F TO THE ABOVE MENTIONED TABLE FOR
 STORAGE OF LIQUID GALLONS OF GASOLINE.
  
 THIS TABLE 307.1(1) DEALS WITH ALLOWABLE QUANTITIES PER
 CONTROL AREA OF HAZARDOUS MATERIALS, PLEASE REVIEW
 FOOTNOTE (A) FOR USE OF CONTROL AREAS SEE 414.2. ALSO
 REVIEW FOOTNOTES D,E,H,J,M,N, &P.
  
 33) SHEET 0602_S2.612 DIRT BIN & GAS STORAGE STRUCTURE.
 WILL FERTILIZERS ALSO BE STORED IN THIS STRUCTURE AND
 IF SO IN WHAT QUANTITIES. PLEASE PROVIDE MSDS SHEETS,
 THIS WILL DETERMINE IF THE STRUCTURE NEEDS TO MEET THE
 REQUIREMENTS AS A CONTROL AREA OF HAZARDOUS OCCUPANCY.
 SEE 2014 FBC-B TABLE 307.1(1).
  
 34) . 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
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 2015-10-29 Cont ID  
Sent By albarran Date 2015-10-29 Time 10:13 Rev Time 0.00
Received By albarran Date 2015-10-29 Time 08:51 Sent To  
Notes
2015-10-29 10:14:14THE SCOPE O F THIS ELECTRICAL REVIEW IS LIMITED TO THE
 FEW SHEETS DEPICTING THE ELECTRICAL DUCT BANK WHICH IS
 ONLY SHOWN AS A REFERENCE.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2015-11-18 Cont ID  
Sent By Mgonzale Date 2015-11-18 Time   Rev Time 1.00
Received By mgonzale Date 2015-11-18 Time   Sent To I
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-12-09 Cont ID  
Sent By wjolin Date 2015-12-09 Time 15:16 Rev Time 0.00
Received By wjolin Date 2015-12-09 Time 15:13 Sent To  
Notes
2015-12-09 15:16:365444 NORTH HAVERHILL ROAD - ASTROS/NATIONALS STADIUM
 PERMIT #15100870
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 ***STRUCTURAL ONLY***
  
 SHEET C7.04: THE EAST BALLPARK ENTRANCE/EXIT DRIVE HAS
 TWO LOCATIONS WHERE THE FIRE DEPARTMENT ACCESS
 ROAD/FIRE LANE REDUCES TO APPROXIMATELY 15' IN WIDTH.
 PER SECTION 18.2.3.4.1.1 (NFPA 1), FIRE DEPARTMENT
 ACCESS ROADS SHALL HAVE A SURFACE DESIGNED TO
 ACCOMMODATE FIRE APPARATUS WEIGHING AT LEAST 36 TONS.
 ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT
 LESS THAN 20 FEET AND AN UNOBSTRUCTED VERTICAL
 CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-10-30 Cont ID  
Sent By wjolin Date 2015-10-30 Time 13:06 Rev Time 0.00
Received By wjolin Date 2015-10-28 Time 09:31 Sent To  
Notes
2015-10-28 16:37:305444 NORTH HAVERHILL ROAD - ASTROS/NATIONALS STADIUM
 PERMIT #15100870
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 ***STRUCTURAL ONLY***
  
 SHEET C7.04: THE EAST BALLPARK ENTRANCE/EXIT DRIVE HAS
 TWO LOCATIONS WHERE THE FIRE DEPARTMENT ACCESS
 ROAD/FIRE LANE REDUCES TO APPROXIMATELY 15' IN WIDTH.
 PER SECTION 18.2.3.4.1.1 (NFPA 1), FIRE DEPARTMENT
 ACCESS ROADS SHALL HAVE A SURFACE DESIGNED TO
 ACCOMMODATE FIRE APPARATUS WEIGHING AT LEAST 36 TONS.
 ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT
 LESS THAN 20 FEET AND AN UNOBSTRUCTED VERTICAL
 CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-12-28 Cont ID  
Sent By cpuell Date 2015-12-28 Time 12:54 Rev Time 0.00
Received By cpuell Date 2015-12-23 Time 17:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-12-23 Cont ID  
Sent By skennedy Date 2015-12-23 Time 13:55 Rev Time 0.00
Received By skennedy Date 2015-12-02 Time 15:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-19 Cont ID  
Sent By cpuell Date 2015-11-19 Time 15:43 Rev Time 0.00
Received By cpuell Date 2015-10-29 Time 16:48 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 5 Status P Date 2016-01-20 Cont ID  
Sent By tklarge Date 2016-01-20 Time 14:53 Rev Time 0.00
Received By tklarge Date 2016-01-20 Time 14:34 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status N Date 2015-12-28 Cont ID  
Sent By tklarge Date 2015-12-28 Time 11:52 Rev Time 0.00
Received By tklarge Date 2015-12-26 Time 03:23 Sent To  
Notes
2015-12-26 07:33:20**** THE FOLLOWING COMMENTS ARE A LIST OF PROVISOS THAT
 ARE BEING PLACED ON THE PLUMBING PLANS IN ORDER FOR THE
 BUILDING PERMIT TO BE ISSUED. THIS IS NOT AN APPROVAL
 THAT THE PLUMBING PLANS ARE IN COMPLIANCE WITH THE 2014
 FLORIDA PLUMBING CODE. THE PLUMBING PERMIT SHALL NOT BE
 ISSUED UNTIL THE PLUMBING PLANS HAVE BEEN REVISED,
 SUBMITTED, REVIEWED AND APPROVED IN COMPLIANCE WITH THE
 PLUMBING CODE AND ALL OF THE PLAN REVIEW COMMENTS.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
  
  
 1) THE DRAINAGE FROM THE KITCHEN ( RM.#11234-MILB
 KITCHEN) SHALL DRAIN THROUGH A GREASE INTERCEPTOR.SHOW
 THE SIZE AND LOCATION.
 2) THERE ARE FULLY OPERATIONAL KITCHENS IN THIS
 FACILITY. UNDER THE FIXTURE GREASE TRAPS WILL NOT BE
 PERMITTED IN THESE AREAS OR ANY AREA WHERE THERE IS
 COOKING AREAS THAT GENERATE GREASE. THE AREAS THAT WILL
 BE USING THE GREASE TRAPS UNDER THE FIXTURE SHALL BE
 CLEARLY IDENTIFIED ON THE PLANS AND THIS WILL BE
 REVIEWED ON A CASE BY CASE BASIS. SEE ALSO SHT. A2.122
 (RM. # 12209 & 12205 - CONCESSION COMMISSARY &
 CONCESSION). 2014 FBC PLUMBING SEC.1003.1, 1003.2.
 3) SHT.P2.100 & SHT.P2.101 - THESE TWO SHEETS THAT WERE
 UPLOADED ON 12/23/15 ARE THE SAME SHEET (SHT.P2.101).
 THERE IS NO SHT. P2.100. UPLOAD SHT. P2.100 FOR REVIEW.
 WPB AMEND. TO FBC SEC. 107.2.1.
 4) IT IS EXTREMELY DIFFICULT TO LOCATE THE CONTINUATION
 OF THE PLUMBING LINES FROM SHEET TO SHEET EVEN WITH
 MATCH LINES. WITHOUT COLUMN/GRID LINES, IT IS EXTREMELY
 DIFFICULT TO PINPOINT AREAS OF DEFICIENCIES IF
 APPLICABLE. IF POSSIBLE, PLEASE PROVIDE THIS ON THE
 PLANS. WPB AMEND. TO FBC SEC. 107.2.1.
 5) SHT. P2.102 - UPPER LEFT SIDE OF DRAWING SHOWS AN
 18" STORM DRAIN WITH 50,356 SQ. FT. AND CONTINUING ON
 SHT. P2.104 WITH A SQUARE FOOTAGE OF 48,788 THEN
 INCREASES TO 56,551 - CLARIFY.
 6) SHT. SHT. P2.104 NOTE #1 - CLEARLY IDENTIFY THE 24
 INCH STORM DRAIN BY CLOUDING ON SHT. C6.03.I COULD NOT
 FIND THIS DRAIN ON SHT. C6.03. DO THE SAME WITH THE
 OTHER 24 INCH STORM DRAINS SHTS.P5.301 & P5.302.
 7) SHT. P2.105 - INDICATE THE CONTINUATION/TERMINATION
 POINT OF THE 6 INCH FORCE MAIN NEAR THE BOTTOM OF THE
 DRAWING BY GRID LINE 01.WPB AMEND. TO FBC SEC. 107.2.1.
 8) SHT. P2.105 - PROVIDE A MATCH LINE ON THE RIGHT SIDE
 OF THE DRAWING. WPB AMEND. TO FBC SEC. 107.2.1.
 9) SHT. P2.109.4 - CLEARLY IDENTIFY WHICH PLAN IS
 1/P2.109.4 AND WHICH ONE IS 2/P2.109.4.WPB AMEND. TO
 FBC SEC. 107.2.1.
 10) SHT. P2.109.3 - CLEARLY IDENTIFY WHICH PLAN IS
 1/P2.109.3 AND WHICH ONE IS 2/P2.109.3.WPB AMEND. TO
 FBC SEC. 107.2.1.
 11) SHT. P2.109.4 SHOWS A 15" STORM DRAIN WITH 39,544
 SQ. FT. AND SHT. P2.106 SHOWS THE SAME 15" LINE WITH
 44,748 SQ. FT.CHECK THE SQUARE FOOTAGE CALCULATION WITH
 THE ADDED 6" LINE.
 12) SHT. P2.107 - THERE IS NO MATCH LINE ON THE RIGHT
 SIDE OF THE DRAWING. PLEASE IDENTIFY THE LOCATION OF
 THE 24" STORM SEWER ON SHT.C6.01 BY CLOUDING. I COULD
 NOT LOCATE THIS LINE ON THE PLAN.
 13) SHT.P2.108 - NOTE #1 REFERS TO SHT. C7.01 FOR
 CONTINUATION OF THE 6" SANITARY LINE. I COULD NOT
 LOCATE THIS LINE ON SHT.C7.01. PLEASE IDENTIFY BY
 CLOUDING.WPB AMEND. TO FBC SEC. 107.2.1.
 14) SHT. P2.109 - THERE IS NO MATCH LINE AT THE BOTTOM
 OF THE DRAWING. PROVIDE MATCH LINE.
 15) SHT. P2.109-THE LEFT SIDE OF THE DRAWING REFERS TO
 SHT.P1.04 . THERE IS NO SUCH DRAWING IN THE SET AND
 SHT. P2.104 DOESN'T CORRELATE WITH THIS SHEET. CLARIFY.
 16) SHT. P2.109.1 - THE TOP OF THE DRAWING REFERS TO
 SHT.1/P2.109.1. THIS IS THE SAME DRAWING, HOW CAN IT BE
 A MATCH LINE. CLARIFY.
 17) SHT.P2109.2 - THE BOTTOM OF THE DRAWING REFERS TO
 SHT.P2.100. THIS SHEET IS NOT IN THIS SUBMITTAL.
 CLARIFY.
 18) SHT.P2.109.3 - THE UPPER RIGHT SIDE OF THE PLAN
 REFERS TO SHT. P2.109.2 FOR CONTINUATION OF 8" STORM
 DRAIN AND THE BOTTOM OF SHT. REFERS TO SHT. P2.100.
 CLARIFY.
 19) SHT. P2.109.3 - THE RIGHT SIDE OF THE LOWER PLAN
 REFERS TO MATCH LINE P2.101. SHT. P2.101 DOES NOT
 CORRELATE WITH P2.109.3. CLARIFY.
 20) SANITARY RISERS ARE STILL INCOMPLETE. VENTS AND
 SANITARY LINES STOP AND START AND JUST END WITH NO
 CONTINUATION POINTS IDENTIFIED. SUBMIT EXPANDED RISERS
 FOR REVIEW.IT IS EXTREMELY DIFFICULT TO PERFORM A
 COMPREHENSIVE REVIEW.
 22) CLEANOUTS ARE REQUIRED IN THE BASE OF SOIL AND
 WASTE STACKS. 2014 FBC-PLUMBING SEC.708.3.4.
 23) NUMEROUS AREAS OF THE THE UNDERSLAB PIPING IS NOT
 SIZED.NUMEROUS SECTIONS OF THE VENTING SYSTEM IS NOT
 SIZED.
 24) VENTS OTHER THAN STACK VENTS OR VENT STACKS
 EXCEEDING 40 FEET IN DEVELOPED LENGTH SHALL BE
 INCREASED BY ONE NOMINAL PIPE SIZE FOR THE ENTIRE
 DEVELOPED LENGTH OF THE VENT PIPE PER 2014 FBC
 SEC.906.2.
 25) SUBMIT 100% COMPLETE SANITARY RISERS FOR REVIEW.
 WPB AMEND. TO FBC SEC. 107.3.5.1.3.
 26) THE LINT INTERCEPTOR HAS A CAPACITY OF 125 GALS.
 AND THE CALCULATED MAXIMUM FLOW IS 135 GPM. PLEASE
 EXPLAIN HOW THE INTERCEPTOR WILL HANDLE THE FLOW IF ALL
 EXTRACTORS ARE USED AT THE SAME TIME.
 27) WHERE IS THE DETAIL FOR THE GREASE INTERCEPTOR?
 THERE IS NO DETAIL ON P6.03 AS NOTED IN THE NARRATIVE
 RESPONSE.
 28) MOST OF THE SANITARY RISER DIAGRAMS DO NOT SHOW ANY
 PIPING TO THE GREASE INTERCEPTORS.SHT.P5.203 SHOWS SOME
 PIPING TO ONE OF THE INTERCEPTORS BUT IT JUST DOESN'T
 APPEAR TO MEET CODE,IIT IS DIFFICULT TO MAKE ANY
 DETERMINATION. SOME PIPING IS SHOWN BYPASSING THE
 INTERCEPTOR WITH NO INDICATION WHAT THE PIPING IS FOR.
 29) THE VENT, SOIL AND WASTE STACKS SHALL BE PROPERLY
 IDENTIFIED WITH AN ALPHA OR NUMERICAL LABEL.
 IDENTIFYING THE RISERS AS TO LOCATION SUCH AS "TO
 CLUBHOUSE LEVEL" OR "CONCOURSE LEVEL" MAKES IT
 EXTREMELY DIFFICULT TO FOLLOW THESE RISERS.WPB AMEND.
 TO FBC SEC. 107.2.1.
 30) SHT. P5.204 - NOTE #5 REFERS TO SHT. C7.04 FOR
 LOCATION & CONTINUATION OF 4" LINE TO SAND/OIL
 SEPARATOR. PLEASE IDENTIFY THE LOCATION OF THIS
 INTERCEPTOR ON THE DRAWING BY CLOUDING AS I COULD NOT
 LOCATE IT.
 31) SHT. C7.04 SHOWS A 750 GAL. EXTERIOR GREASE
 INTERCEPTOR NEAR THE WASHINTON NATIONALS CLUBHOUSE.
 INDICATE WHAT THIS GREASE INTERCEPTOR IS FOR AND SUBMIT
 SIZING CALCULATIONS PER 2014 FBC SEC.1003.2.
 32) A SAMPLING PORT IS REQUIRED DOWNSTREAM OF ALL
 GREASE INTERCEPTORS PER CWPB ENGINEERING DEPT. STANDARD
 DRAWING GS-7, GS-7.1. HTTP://WPB.ORG/ENGINEERING/WP-CON
 TENT/UPLOADS/SITES/7/2012/05/GS-7-AND-7_1.PDF
 33) SHT. P5.203.1 - IDENTIFY THE SECOND INTERCEPTOR ON
 THE RISER ( LINT OR GREASE).
 34) SUBMIT DETAILS/SPECIFICATIONS FOR GREASE
 INTERCEPTOR GI-1.WPB AMEND. TO FBC SEC. 107.2.1.
 35) SHT. P2.100 SHOWS 6" FS-1 CONNECTING TO THE STORM
 SYSTEM. WHAT IS THIS? THE FIXTURE TYPE IS NOT SHOWN ON
 ANY OF THE SCHEDULES. CLARIFY.
 36) SHT.P2.102 - THERE ARE DISCREPANCIES WITH THE
 SQUARE FOOTAGE SHOWN ON THE 15" STORM DRAIN ON THE PLAN
 VIEW AND THE STORM DRAIN SHOWN ON THE RISER ON
 SHT.P5.302.4. THE 15" STORM DRAIN ALONG GRID LINE NE
 SHOWS 45,262 SQ. FT. THEN REDUCING TO 44,261 SQ. FT.
 THEN THE SQUARE FOOTAGE INCREASING AGAIN. CLARIFY.
 37) SOME OF THE SECTORS SHOWN IN THE KEY PLANS ARE
 IDENTIFIED BY LETTERS ONLY AND SOME ARE IDENTIFIED BY
 LETTERS AND NUMBERS. THIS MAKES IT VERY DIFFICULT TO
 LOCATE THE CORRECT RISERS WHICH IS NOT AN EASY
 TASK.PLEASE CORRELATE THE IDENTIFICATION OF THE SECTORS
 WITH THE RISERS.WPB AMEND. TO FBC SEC. 107.2.1.
 38) SHT.P2.105 - THERE IS A 15" STORM DRAIN THAT RUNS
 NORTH & SOUTH; AT THE DOUBLE WYE THE PLAN VIEW SHOWS AN
 8" LINE BRANCHING TO THE LEFT WITH 4591 SQ. FT. SHT.
 P5.302.1 APPEARS TO SHOW THIS LINE AS A 6" LINE.
 CLARIFY.
 39) SHT. P5.301.2 - THE STORM DRAIN RISER SHOWS 2
 SEPARATE DISCHARGE POINTS FOR THE SAME LINE. THIS IS
 ALSO CONFUSING ON THE PLAN DRAWING SHT. P2.106.
 CLARIFY.
 40) SHT. P5.301.2 - THE STORM RISER SHOWS BRANCHES FROM
 THE STORM DRAIN BUT THEY ARE NOT SHOWN ON THE PLAN VIEW
 SHT. P2.106. SEE NUMBERED NOTES # 3, # 4 & # 6. SHOW
 THE CONNECTIONS TO THE STORM DRAIN ON THE PLAN VIEW.
 41) SHT. P5.301.2 - CLEARLY IDENTIFY THE CONTINUATION
 POINTS ON THE RISER FROM THE RISERS ON P5.301.1 ( SEE
 NOTE ON P5.301.1 FOR NOTE THAT REFERS TO SHT.
 P5.301.2.)
 42) SHT. P5.301 - CLEARLY IDENTIFY THE CONTINUATION
 POINTS FROM THE RISERS ON SHT. P5.301.2.
 43) SHT. P5.301.1 - CLEARLY IDENTIFY THE CONTINUATION
 POINTS FROM THE RISERS ON SHT. P5.301.2.
 44) P5.301.1 - THE 8" STORM DRAIN BETWEEN GRID LINES
 AE/AD -BRANCHES ARE SHOWN ON THE RISER BUT NOT SHOWN ON
 THE PLAN VIEW ON SHT. P2.109.CLARIFY.
 45) SHT. P5.301.1 - CHECK THE SQUARE FOOTAGE OF THE
 STORM DRAIN AND RISERS AGAINST THE PLAN VIEW ON SHT.
 P2.108. THERE ARE DISCREPANCIES IN THE SQUARE FOOTAGES.
 46) SHT. P2.108 - THE PLAN SHOWS A 10" LINE WITH 18,078
 SQ. FT.AND THE RISER ON SHT. P5.301.1 SHOWS A 12" STORM
 DRAIN. THE LINE IS UNDERSIZED AT 10". THERE ARE ALSO
 DISCREPANCIES IN THE SQUARE FOOTAGE OF THE STORM DRAIN
 AND RISERS.
 47) IF THE UNDERGROUND GAS IS GOING TO BE INSTALLED
 UNDER THIS PERMIT, A COMPLETE GAS DRAWING SHALL BE
 SUBMITTED FOR REVIEW. WPB AMEND. TO FBC SEC.
 107.3.5.1.3. CLARIFY.
 48) SHT.IR1.00 - ALL THE NOTES ON THE PLAN ARE
 ILLEGIBLE. THE RESPONSE NARRATIVE REFERS TO COMMENT
 RESPONSE LETTERS FOR ADDITIONAL INFORMATION. THERE ARE
 NO RESPONSE LETTERS FOR THIS ITEM. CLARIFY.2ND REQUEST.
 49) THERE ARE STILL PLUMBING SHEETS THAT STATE " REFER
 TO ARCHITECTURAL PLANS" OR "REFER TO CIVIL PLANS FOR
 CONTINUATION." SPECIFY THE SHEET FOR REVIEW IN LIEU OF
 THIS GENERAL STATEMENT.
 50) PROVIDE THE ROOM NUMBERS OF THE AREAS ON THE THE
 UNDERSLAB PLUMBING DRAWINGS. NOT ALL THE SHEETS HAVE
 THE ROOM NUMBERS ON THEM. THIS WILL HELP EXPEDITE THE
 PLAN REVIEW BY PINPOINTING LOCATIONS OF DEFICIENCIES IF
 APPLICABLE..
 51) SHEETS P5.204 & P5.205 - THE FLOOR DRAINS CONNECTED
 TO THE OIL/WATER SEPARATOR ARE STILL NOT VENTED.2014
 FBC SEC. 901.2.1.
 52) THE FOLLOWING ITEMS ARE REQUIRED FOR A GAS REVIEW:
 GAS PERMIT APPLICATION REQUIREMENTS
  
 1. 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 FOR EACH PIPE SIZE.
 WPB AMENDMENTS TO FBC SEC.107.2.1.
  
 3. TYPE OF GAS (LP OR NATURAL).
  
 4. 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, (METER
 OR MP REGULATOR) 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 OR 2014 FBC-RES. SEC. G
 2407.
  
 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 AND
 TERMINATION OF THE GAS VENTS 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.
  
 10. CLEARLY SHOW THE LOCATION AND CAPACITY OF LP
 TANK(S), TYPE OF TANK ( DOT OR ASME ), THE DISTANCE OF
 THE TANK FROM THE EXTERIOR BUILDING WALL AND ADJACENT
 PROPERTY LINES, THE DISTANCE OF THE TANK FROM ALL
 SOURCES OF IGNITION, OTHER CONTAINERS, BUILDINGS, AND
 THE LOCATION OF ANY BUILDING OPENINGS BELOW THE RELIEF
 VALVE OF THE TANK PER NFPA 58, TABLE 3-2.2.2.
  
 11. CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS
 ABOVE GROUND OR BELOW GROUND, AND SHOW THE METHOD OF
 REQUIRED PROTECTION FOR THE LP TANK AND APPURTENANCES
 PER NFPA 58. IF THE TANK IS BELOW GROUND IT SHALL BE
 ANCHORED PER NFPA 58 SEC.3-2.2.7 (H). IF ABOVE GROUND,
 THE TANK SHALL BE SECURELY ANCHORED TO WITHSTAND 170
 MPH ULT WIND LOAD PER THE FLORIDA BUILDING CODE.
  
 12. 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.
  
 ANY QUESTIONS REGARDING THESE REQUIREMENTS MAY BE
 REFERRED TO THE CHIEF PLUMBING INSPECTOR AT
 561-805-6692.
  
 ***NOTE - DO NOT SUBMIT REVISED DRAWINGS UNTIL AN
 PERSON MEETING IS ARRANGED WITH THE DESIGN PROFESSIONAL
 OF RECORD AND THE CHIEF PLUMBING INSPECTOR TO REVIEW A
 1005 COMPLETE SET OF PRINTED PLUMBING DRAWINGS THAT
 HAVE ADDRESSED EACH PLAN REVIEW COMMENT.WPB AMEND. TO
 FBC SEC. 107.2.1. & 107.2.1.4.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 3 Status N Date 2015-12-23 Cont ID  
Sent By skennedy Date 2015-12-23 Time 13:55 Rev Time 0.00
Received By skennedy Date 2015-12-22 Time 04:45 Sent To  
Notes
2015-12-23 13:55:46REVIEW NY TKL
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-12-19 Cont ID  
Sent By tklarge Date 2015-12-19 Time 11:52 Rev Time 0.00
Received By tklarge Date 2015-12-19 Time 09:11 Sent To  
Notes
2015-12-18 13:40:101) ) LINT INTERCEPTORS SHALL COMPLY WITH 2014
 FBC-PLUMBING SEC.1003.6. PROVIDE SIZING CALCULATIONS
 FOR THE LINT INTERCEPTORS. WPB AMEND. TO FBC SEC.
 107.2.1, 107.3.5.1.3.
 2) SUBMIT A DETAIL AND SIZING CALCULATIONS FOR THE
 GREASE INTERCEPTORS. FACTORY SIZING CALCULATIONS DONE
 BY THE MANUFACTURER ARE REQUIRED FOR THE SIZING OF
 HYDROMECHANICAL GREASE INTERCEPTORS TO ENSURE PROPER
 SIZING.2014 FBC-PLUMBING SEC. 1003.2.
 3) PROVIDE THE PROPER MATCH LINES ON THE PLUMBING
 DRAWINGS. THERE ARE NO MATCH LINES ON THE TOP OF THE
 PAGES & SOME OF THE MATCH LINES DO NOT CORRELATE WITH
 EACH OTHER. CHECK ALL SHEETS.WPB AMEND. TO FBC SEC.
 107.2.1.
 4) SHT. IR1.00 - ALL THE NOTES ON THE IRRIGATION PLAN
 ARE ILLEGIBLE. CLARIFY.
 5) SUBMIT A DETAIL/SPECIFICATIONS FOR THE GREASE
 INTERCEPTORS UNDER THE SINKS.SIZING CALCULATIONS SHALL
 BE DONE IN ACCORDANCE WITH PDI STANDARD G101. FBC
 PLUMBING SEC. 1003.3.4.
 6) SHT. P0.03 - SUBMIT A DETAIL OF GREASE INTERCEPTOR
 GI-2 IF THAT INTERCEPTOR IS GOING TO BE USED.
 7) SUBMIT A DETAIL OF THE SOLIDS INTERCEPTOR FOR THE
 TEAM DUGOUTS. WPB AMEND. TO FBC SEC. 107.2.1.
 8) SHT.P2-101 - THE ELEVATOR SUMP CONNECTION TO THE
 DRAINAGE SYSTEM SHALL BE AN INDIRECT CONNECTION PER
 2014 FBC-PLUMBING, SEC.301.6
 9) PLUMBING SHEETS - LIST THE SPECIFIC SHEET NUMBER
 WHERE A NOTE STATES " SEE CIVIL DRAWINGS FOR
 CONTINUATION." OR "SEE ARCHITECTURAL DRAWINGS." WPB
 AMEND. TO FBC SEC. 107.2.1.
 10) SHT. H1.00 - SEC. 1.02 - REQUIREMENTS - DELETE THE
 REFERENCE TO THE INTERNATIONAL BUILDING CODE AND INSERT
 THE 2014 FLORIDA BUILDING CODE.
 11) SHT.P6.02 - EMERGENCY OVERFLOW DRAIN DETAIL SHOWS
 THE OVERFLOW DRAINS TERMINATING FLUSH WITH THE WALL.
 THE OVERFLOW DRAINS SHALL DISCHARGE A MINIMUM OF ONE
 FOOT FROM THE BUILDING WALL PER THE 2014 FBC
 SEC.1503.7.
 12) THE NARRATIVE RESPONSE TO PREVIOUS COMMENT #18
 REFERS TO SHT.A2.150. THIS SHEET IS NOT INCLUDED IN
 THIS SUBMITTAL. CLARIFY.
 13) SHT.P2.101 - THERE IS AN ENLARGED PLAN DETAIL
 NUMBER 2/P2.111 REFERENCED ON THE PLAN BUT SHT. P2.111
 IS NOT IN THIS SET. CLARIFY.
 14) SHT.P2.101 - NUMBERED NOTES REFER TO A SAND/OIL
 INTERCEPTOR. SUBMIT A DETAIL AND SIZING CALCULATIONS
 AND ALSO SHOW THE LOCATION OF THE INTERCEPTOR ON THE
 PLANS. WPB AMEND. TO FBC SEC. 107.2.1.
 15) IF POSSIBLE, PLEASE PROVIDE THE ROOM NUMBERS OF THE
 AREAS ON THE PLUMBING DRAWINGS. IT WILL ASSIST ME IN MY
 REVIEW OF THE PLUMBING SYSTEM.
 16) SHT. P2.102 - SEE MATCH LINE TO SHT. P2.101 - THE
 STORM LINE ON P2.101 SHOWS A 15 INCH LINE AND P2.102
 SHOWS A 12 INCH LINE AND THE SQUARE FOOTAGES
 DIFFER.CLARIFY.
 17) SHT. P2108 - THERE ARE NO NUMBERED NOTES ON THE
 SHEET. CLARIFY.
 18) SHT. P2.102 - SEE MATCH LINE TO SHT. P2.101 - THERE
 IS A STORM LINE THAT GOES FROM 12" TO 18" AND THEN TO
 15" AND THEN TO 18" AND TO 15" AGAIN. CLARIFY.
 19) SUBMIT EXPANDED SANITARY RISERS FOR REVIEW. IT IS
 DIFFICULT TO DETERMINE WHERE ONE LINE STARTS AND ENDS
 AND SIZE ALL SECTIONS OF THE SANITARY RISERS.WPB AMEND.
 TO FBC SEC. 107.2.1. THERE ARE STILL SECTIONS OF THE
 SANITARY RISERS THAT ARE INCOMPLETE ( LINES JUST
 BEGINNING AND ENDING WITH NO CONTINUATION POINTS
 SHOWN.)
 20) SHEET P5. 204 & P5.205 - THE FLOOR DRAINS (FD-1)
 CONNECTED TO THE OIL/WATER SEPARATOR ARE NOT
 VENTED.2014 FBC-PLUMBING SEC.901.2.1.
 21) SHTS.P5.301 & P5.302- IDENTIFY THE
 TERMINATION/CONTINUATION POINT FOR THE 24 INCH STORM
 DRAINS.
 22) SHT. P5.302 - SUBMIT AN EXPANDED RISER FOR THE
 STORM DRAINAGE. IT IS EXTREMELY DIFFICULT TO PERFORM A
 COMPREHENSIVE REVIEW ON THE CURRENT RISER. CLEARLY SHOW
 THE OVERFLOW DRAINS AND SIZES.WPB AMEND. TO FBC SEC.
 107.2.1.
 23) THE PLAN VIEW DRAWINNGS FOR THE STORM DRAINAGE ARE
 IDENTIFIED BY SECTORS AND THE STORM DRAIN RISERS ARE
 IDENTIFIED AS NORTH & SOUTH ( POINTS OF COMPASS) AND SO
 ARE THE SANITARY PLAN VIEW DRAWINGS AND RISERS. IF
 POSSIBLE, LIST THE SECTORS ON THE RISER DIAGRAMS THAT
 ARE AFFECTED BY EACH RISER. IT IS EXTREMELY DIFFICULT
 TO LOCATE THE AREAS ON THE RISERS.WPB AMEND. TO FBC
 SEC. 107.2.1.
  
 **NOTE: DUE TO THE SANITARY RISERS BEING INCOMPLETE AND
 THE STORM DRAIN RISERS BEING DIFFICULT TO REVIEW AND
 OTHER DEFICIENCIES, A THOROUGH REVIEW COULD NOT BE
 ACCOMPLISHED AND THEREFORE MAY RESULT IN ADDITIONAL
 COMMENTS BEING GENERATED UPON RE-SUBMITTAL AND
 RE-REVIEW OF THE REVISED PLANS. DUE TO THE TIME
 SENSITIVITY OF THIS PROJECT, A MEETING WITH ME TO
 REVIEW THE DEFICIENCIES MAY BE IN THE BEST INTEREST TO
 ALL PARTIES INVOLVED.
  
 THESE COMMENTS ARE NOT ALL INCLUSIVE OF ALL OF THE
 DEFICIENCIES OF THESE PLANS, BUT ONLY FOR THE
 INFRASTRUCTURE. ADDITTIONAL PLAN REVIEW COMMENTS WILL
 BE GENERATED AT THE NEXT REVIEW DUE TO THE
 INCOMPLETENESS OF THE DRAWINGS.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-11-03 Cont ID  
Sent By tklarge Date 2015-11-03 Time 06:56 Rev Time 0.00
Received By tklarge Date 2015-11-01 Time 03:40 Sent To  
Notes
2015-10-31 11:43:311) SHT.A0.02 - SUBMIT INFORMATION AS TO HOW THE
 PLUMBING FIXTURE COUNT FOR ALL THE AREAS OTHER THAN THE
 CONCOURSE AND FIELD WAS CALCULATED. THE NUMBER OF
 REQUIRED PLUMBING FIXTURES ON THE CHART ON SHT.A0.02
 DOES NOT APPEAR TO CORRELATE WITH TABLE 403.1 OF 2014
 FBC-PLUMBING FOR AN A-5 OCCUPANCY AS CLASSIFIED ON THE
 PLANS. HOW DID YOU ARRIVE AT THE REQUIRED NUMBER OF
 FIXTURES?
 2) SHT.A0.02 - CLARIFY THE FOOTNOTES WITH THE SINGLE,
 DOUBLE AND TRIPLE ASTERISKS AT THE BOTTOM OF THE
 FIXTURE COUNT CHART.( THE EXCEPTION IN SEC. 410.1 IN
 THE PLUMBING CODE REGARDING THE REQUIREMENT FOR
 DRINKING FOUNTAINS APPLIES TO RESTAURANTS, AN A-2
 OCCUPANCY AND IS NOT APPLICABLE HERE .)
 3) SHT. A0.02 - CLARIFY FOOTNOTE #1 REGARDING THE
 OBSERVATION TOWER FIXTURES.
 4) PLACE A NOTE ON THE IRRIGATION PLANS THAT THE
 REQUIRED RAIN SENSORS ARE LOCATED AT THE CONTROLLERS AS
 THAT IS WHERE I ASSUME THEY WILL BE. IF NOT, SHOW THE
 LOCATION OF THE RAIN SENSORS ON THE IRRIGATION PLANS.
 FL. STATUTE 373.62.
 5) SHT. A8.11 - DETAILS #01 & #08, SHT.A8.21 - DETAIL
 #01 & SHT.A8.31 DETAIL #01 REFER TO AN OIL
 SEPARATOR.SUBMIT A DETAIL OF THE OIL INTERCEPTOR THE
 INTERCEPTOR SHALL COMPLY WITH 2014 FBC-PLUMBING
 SECS.1003.4 THRU 1003.4.2.1.
 6) LINT INTERCEPTORS SHALL COMPLY WITH 2014
 FBC-PLUMBING SEC.1003.6. PROVIDE A DETAIL AND SIZING
 CALCULATIONS FOR THE LINT INTERCEPTORS. WPB AMEND. TO
 FBC SEC. 107.2.1, 107.3.5.1.3.
 7) SUBMIT A DETAIL AND SIZING CALCULATIONS FOR THE
 GREASE INTERCEPTORS. FACTORY SIZING CALCULATIONS DONE
 BY THE MANUFACTURER ARE REQUIRED FOR THE SIZING OF
 HYDROMECHANICAL GREASE INTERCEPTORS TO ENSURE PROPER
 SIZING.2014 FBC-PLUMBING SEC. 1003.2.
 8) PROVIDE THE PROPER MATCH LINES ON THE PLUMBING
 DRAWINGS. THERE ARE NO MATCH LINES ON THE TOP OF THE
 PAGES & SOME OF THE MATCH LINES DO NOT CORRELATE WITH
 EACH OTHER. CHECK ALL SHEETS.
 9) INDICATE THE MINIMUM PITCH OF THE HORIZONTAL STORM
 DRAINS. NOTE # 34 ON SHT. P0.01 STATES THAT ALL STORM
 MUST SLOPE A MINIMUM OF 1/8". AT AN 1/8" PITCH THERE
 ARE QUITE A FEW AREAS THAT THE PIPE IS UNDERSIZED. TO
 COMPLY WITH TABLE 1106.3 OF THE FPC THE MINIMUM PITCH
 OF SOME AREAS SHALL BE 1/4" IF NOT MORE. THE SPECIFIC
 PITCH OF THE PIPE FOR THE STORM DRAINAGE SYSTEM SHALL
 BE NOTED ON THE PLANS FOR THE SQUARE FOOTAGE .WPB
 AMEND. TO FBC SEC. 107.2.1.
 10) PLUMBING UNDERSLAB DRAWINGS - THESE DRAWINGS ARE
 SEVERELY INCOMPLETE AND A THOROUGH AND COMPREHENSIVE
 REVIEW COULD NOT BE PERFORMED. THERE ARE STORM AND
 SANITARY LINES THAT START AND STOP AND GO NOWHERE, DO
 NOT SHOW CONTINUATION POINTS, PIPE SIZES DO NOT MATCH
 BETWEEN PLANS, PIPE SIZES ARE SHOWN AND THERE IS NO
 PIPE AND IS IMPOSSIBLE TO FIGURE OUT WHAT IS GOING
 WHERE IN AREAS.THERE ARE JUST TOO MANY DEFICIENCIES TO
 LIST.SUBMIT 100% COMPLETE UNDERSLAB DRAWINGS FOR
 REVIEW.WPB AMEND. TO 2014 FBC SEC. 107.2.1,
 107.3.5.1.3.
 11) SANITARY RISER DRAWINGS. SEE THE COMMENT FOR THE
 UNDERSLAB DRAWINGS. PIPE SIZES ARE MISSING, VENTS ARE
 MISSING, FIXTURES ARE NOT IDENTIFIED, PIPES GO NOWHERE,
 ETC., ETC.LOOK AT THE DRAWINGS AND YOU WILL SEE THE
 ENORMOUS DEFICIENCIES.THERE ARE TOO MANY TO LIST.THE
 DRAWINGS ARE SEVERELY INCOMPLETE AND A THOROUGH AND
 COMPREHENSIVE REVIEW COULD NOT BE PERFORMED. SUBMIT
 100% COMPLETE RISER DIAGRAMS FOR REVIEW. WPB AMEND. TO
 2014 FBC SEC. 107.2.1, 107.3.5.1.3.
 12) SHT. P5.301 - NOTE # 5 - IT APPEARS THE VERTICAL
 LEADERS AND CONDUCTORS HAVE BEEN SIZED IN ACCORDANCE
 WITH TABLE 1106.3 OF THE FLORIDA PLUMBING CODE BASED ON
 THE SQUARE FOOTAGE LISTED WHICH APPLIES TO HORIZONTAL
 STORM DRAIN PIPING.TABLE 1106.2 (1) MAY BE USED FOR
 SIZING VERTICAL CONDUCTORS AND LEADERS. JUST AN FYI.
 13) STORM DRAINAGE DRAWINGS - SHTS.P5.301 & P5.302 -
 PIPE SIZES MISSING, RISERS NOT IDENTIFIED, INCORRECT
 SIZING, INCOMPLETE PLANS, NO DETAILS FOR INTERCEPTORS,
 NO RISER DIAGRAM FOR OVERFLOW DRAINAGE SYSTEM, ETC.,
 ETC.. AGAIN, THESE DRAWINGS ARE SEVERELY INCOMPLETE AND
 A THOROUGH AND COMPREHENSIVE PLAN REVIEW COULD NOT BE
 PERFORMED. SUBMIT 100 % COMPLETE STORM DRAINAGE PLANS
 FOR REVIEW. WPB AMEND. TO 2014 FBC SEC. 107.2.1,
 107.3.5.1.3.
 14) LIST THE SPECIFIC SHEET NUMBER WHERE A NOTE STATES
 " SEE CIVIL DRAWINGS FOR CONTINUATION." OR "SEE
 ARCHITECTURAL DRAWINGS." WPB AMEND. TO FBC SEC.
 107.2.1.
 15) SHT. P6.01 - NOTE #4 STATES THAT ALARMS ARE
 OPTIONAL ON THE STANCOR SYSTEM.WILL THIS SYSTEM BE USED
 IN LIEU OF AN OIL SEPARATOR? IF SO, AN APPROVED ALARM
 SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2014 FPC
 SEC.1003.4 EXCEPTION. CLARIFY. IF THE STANCOR SYSTEM IS
 BEING USED SUBMIT THE MANUFACTURER'S SPECIFICATION
 SHEETS FOR REVIEW. WPB AMEND. TO FBC SEC. 107.2.1.
 16) SHT. H1.00 - SEC. 1.02 - REQUIREMENTS - DELETE THE
 REFERENCE TO THE INTERNATIONAL BUILDING CODE AND INSERT
 THE 2014 FLORIDA BUILDING CODE.
 17) SUBMIT THE SITE DRAINAGE PLANS FOR REVIEW. WPB
 AMEND. TO FBC SEC. 107.2.1.
 18) SUBMIT A DETAIL FOR THE ROOF AND OVERFLOW DRAINS.
 WPB AMEND. TO FBC SEC. 107.2.1.
 19) ALL DOWNSPOUTS DISCHARGING TO THE GROUND SHALL
 DISCHARGE A MINIMUM OF ONE FOOT FROM THE BUILDING WALL
 PER THE 2014 FBC SEC.1503.7.
 20) THE MINIMUM RAINFALL RATE THAT THE STORM DRAINAGE
 SYSTEM SHALL BE DESIGNED ON IS 5 INCHES PER 2014
 FBC-PLUMBING SEC. 1106.1. ( THERE IS NO 4.5 INCH
 RAINFALL RATE LISTED IN THE SIZING TABLES.)
  
 THESE COMMENTS ARE NOT ALL INCLUSIVE OF ALL OF THE
 DEFICIENCIES OF THESE PLANS, BUT ONLY FOR THE
 INFRASTRUCTURE. ADDITTIONAL PLAN REVIEW COMMENTS WILL
 BE GENERATED AT THE NEXT REVIEW DUE TO THE
 INCOMPLETENESS OF THE DRAWINGS.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2016-01-04 Cont ID  
Sent By skennedy Date 2016-01-04 Time 15:53 Rev Time 0.00
Received By skennedy Date 2016-01-04 Time 15:53 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-11-09 Cont ID  
Sent By dkittred Date 2015-11-09 Time 17:22 Rev Time 0.00
Received By dkittred Date 2015-11-05 Time 13:00 Sent To  
Notes
***NONE***


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