Plan Review Details - Permit 15100826
Plan Review Stops For Permit 15100826
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2016-10-11 Cont ID  
Sent By jwitmer Date 2016-10-11 Time 11:07 Rev Time 0.00
Received By jwitmer Date 2016-10-11 Time 11:07 Sent To  
Notes
2016-10-11 11:07:43BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100826
 ADD: 5211 N. MILITARY TRL.
 CONT: HUNT CONSTRUCTION
 TEL: 917-202-9467
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 4TH REVIEW
 DATE: OCT. 11/ 2016
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO:FBC 107.3.4.1 PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY THE DCA RULE
 9N-03 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
  
 2) BUILDING PROVISO: 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. / ROOF ARCHITECTURAL SPECS
 SUBMITTED NOT PRODUCT APPROVALS!!!
 (D) ROOFING PRODUCT APPROVALS. / ROOF ARCHITECTURAL
 SPECS SUBMITTED NOT PRODUCT APPROVALS!!!
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2016-10-04 Cont ID  
Sent By jwitmer Date 2016-10-04 Time 14:53 Rev Time 0.00
Received By jwitmer Date 2016-10-04 Time 14:47 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2016-09-12 Cont ID  
Sent By jwitmer Date 2016-09-12 Time 05:45 Rev Time 0.00
Received By jwitmer Date 2016-09-12 Time 05:32 Sent To  
Notes
2016-09-12 05:34:09BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100826
 ADD: 5211 N. MILITARY TRL.
 CONT: HUNT CONSTRUCTION
 TEL: 917-202-9467
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: MON. SEPT. 12/ 2016
 ACTION: DENIED
  
 1)COMPLIED
  
 2) COMPLIED. INSPECTIONS BY THRESHOLD INSPECTOR.
  
 3) 3RD REQUEST RESPONSE INDICATES SEE STRUCTURAL
 COMMENT UNDER SEPARATE ATTACHMENT.
 SHEET 0605-2_S2616 PROVIDES NOTES WHERE TO FIND
 FOUNDATION SIZE AND STEEL, VERTICAL STEEL AND CORNER
 COLUMNS AS WELL AS THE 2ND FLOOR BEARING SLAB/ BEAM OF
 S6.11 DETAIL 15. JUST BELOW THAT NOTE THERE IS ANOTHER
 NOTE FOR DETAIL 5 S2.611 THIS SHEET AND DETAIL NOT
 FOUND? 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 4) 3RD REQUEST RESPONSE INDICATES SEE STRUCTURAL
 COMMENT UNDER SEPARATE ATTACHMENT.
 SHEET 0606_S4-11 THE MASONRY WALL SCHEDULE DOES NOT
 GIVE DIRECTION AS TO WHAT TO DO WITH DOOR HEADERS IN
 BEARING AND NON-BEARING MASONRY WALLS? WILL THERE BE
 DROPPED BEAMS WITH STEEL, LINTELS ETC. THERE IS NO
 MENTION OF FILLED CELLS & VERTICAL STEEL ON EACH SIDE
 OF DOOR OPENINGS. 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
  
 5) 3RD REQUEST RESPONSE INDICATES SEE STRUCTURAL
 COMMENT UNDER SEPARATE ATTACHMENT
 PLEASE PROVIDE WHERE THE DETAILS FOR THE CONCRETE
 STRUCTURAL STAIRS CAN BE FOUND. SHEET 0616_S5-21 DETAIL
 11 SHOWS STAIRS ON GRADE? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 6)SEMI- COMPLIED. THE FIRE PLAN REVIEWER HAS BROUGHT UP
 A POINT THAT THE EXTERIOR STAIR STILL NEEDS TO BE
 PROTECTED IN COMPLIANCE WITH 1026.6.
  
 2ND REVIEW COMMENTS. SHEET 0333-1_A1-45 MILB THE
 OBSERVATION DECK PLAN SHOWS A SECTION THROUGH THE
 STAIRS A1.45 DETAIL 09. IN VIEWING THE OTHER DETAILS ON
 THIS PAGE DETAIL 07 SHOWS THE AREA BENEATH THE TO BE
 ENCLOSED WITH VINYL-COATED CHAINLINK FENCE AND A PAIR
 OF 3 FT. CHAINLINK DOORS. PLEASE REVIEW THE USE OF
 ENCLOSURES UNDER EXTERIOR STAIRS. 2014 FBC-B 1009.9.3
 ENCLOSURES UNDER INTERIOR STAIRWAYS.
  
 THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES
 UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE
 PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION
 OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY
 ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED
 SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
  
 7)BUILDING PROVISO: SEE ATTACHMENT TO PERMIT PLAN
 REVIEW
  
 8-9) BUILDING PROVISO: DESIGNER OF RECORD RESPONSE
 FBC-B 1028.14.2.
  
 10/12) BUILDING PROVISO: PRODUCT APPROVALS ARE
 SUBMITTED FOR ROOF PANEL SYSTEM AND THEY MEET THE
 REQUIRED PRESSURES.2014 FBC-B, 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
 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH
 ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 11) COMPLIED.
  
 12) BUILDING PROVISO: 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.
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2016-07-12 Cont ID  
Sent By shill Date 2016-07-12 Time 13:28 Rev Time 0.00
Received By jwitmer Date 2016-07-12 Time 13:27 Sent To  
Notes
2016-07-12 13:28:04BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100826
 ADD: 5211 N. MILITARY TRL.
 CONT: HUNT CONSTRUCTION
 TEL: 917-202-9467
 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. JULY 12/ 2016
 ACTION: DENIED
  
 1) SHEET 0004_A0-02 LIST THE BUILDING INFORMATION FOR
 THE BUILDINGS WITHIN THE STADIUM COMPLEX, WHICH IS MADE
 UP OF THE STADIUM, NATIONAL?S CLUBHOUSE, ASTOR?S
 CLUBHOUSE AND THE TEAM STORE/ BAR AND BUSINESS &
 ASSOCIATED STORAGE/ MAINTENANCE AREAS. THIS SHEET DOES
 NOT INCLUDE THE INFORMATION OF THE OBSERVATION TOWERS.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS:
 107.3.5.1.1 BUILDING
 OCCUPANCY GROUP
 MINIMUM BUILDING TYPE
 BUILDING FIRE SPRINKLERED
 STANDPIPE
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 VERTICAL ACCESSIBILITY
  
 2) PLEASE RESPOND IF YOUR FIRM IS GOING TO USE THE
 THRESHOLD INSPECTION FIRM ALREADY AT THE SITE FOR THE
 STRUCTURAL INSPECTIONS, OR IF THE CITY BUILDING
 INSPECTORS WILL BE DOING THE BUILDING AND STRUCTURAL
 INSPECTIONS? IF THE THRESHOLD INSPECTOR WILL BE
 COMPLETING THE
  
 3) SHEET 0605-2_S2616 PROVIDES NOTES WHERE TO FIND
 FOUNDATION SIZE AND STEEL, VERTICAL STEEL AND CORNER
 COLUMNS AS WELL AS THE 2ND FLOOR BEARING SLAB/ BEAM OF
 S6.11 DETAIL 15. JUST BELOW THAT NOTE THERE IS ANOTHER
 NOTE FOR DETAIL 5 S2.611 THIS SHEET AND DETAIL NOT
 FOUND? 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
 4) SHEET 0606_S4-11 THE MASONRY WALL SCHEDULE DOES NOT
 GIVE DIRECTION AS TO WHAT TO DO WITH DOOR HEADERS IN
 BEARING AND NON-BEARING MASONRY WALLS? WILL THERE BE
 DROPPED BEAMS WITH STEEL, LINTELS ETC. THERE IS NO
 MENTION OF FILLED CELLS & VERTICAL STEEL ON EACH SIDE
 OF DOOR OPENINGS. 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
 5) PLEASE PROVIDE WHERE THE DETAILS FOR THE CONCRETE
 STRUCTURAL STAIRS CAN BE FOUND. SHEET 0616_S5-21 DETAIL
 11 SHOWS STAIRS ON GRADE? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
 6) SHEET 0333-1_A1-45 MILB THE OBSERVATION DECK PLAN
 SHOWS A SECTION THROUGH THE STAIRS A1.45 DETAIL 09. IN
 VIEWING THE OTHER DETAILS ON THIS PAGE DETAIL 07 SHOWS
 THE AREA BENEATH THE TO BE ENCLOSED WITH VINYL-COATED
 CHAINLINK FENCE AND A PAIR OF 3 FT. CHAINLINK DOORS.
 PLEASE REVIEW THE USE OF ENCLOSURES UNDER EXTERIOR
 STAIRS. 2014 FBC-B 1009.9.3 ENCLOSURES UNDER INTERIOR
 STAIRWAYS.
 THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES
 UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE
 PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION
 OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY
 ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED
 SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
 7) SHEET 0333-1_A1-45 MILB THE OBSERVATION TOWER HAS
 NOT BEEN GIVEN A OCCUPANCY TYPE. THE SQUARE FOOTAGE OF
 THE OBSERVATION DECK 21X 27(NATIONALS) FEET = 567 SQ.
 FT. /15 = 38 OCCUPANTS, THE ASTROS 24.5X 23.33= 572 SQ.
 FT./ 15 = 39 OCCUPANTS. PLEASE NOTE AT THIS TIME IT IS
 ASSUMED THAT THE OBSERVATION TOWERS ARE OPEN TO THE
 PUBLIC FOR VIEWING MAKING HIS AN A5 OCCUPANCY WITH 38
 OR 39 OCCUPANTS. NO VERTICAL ACCESSIBILITY HAS BEEN
 PROVIDED. PLEASE REVIEW THE 2014 FBC-ACCESSIBILITY CODE
 201.1.1 VERTICAL ACCESSIBILITY AND EXCEPTIONS. NOTE
 OCCUPANCY LOADS ARE FIGURED UNDER THE 2014 FBC-B TABLE
 1004.1.2.
 8) SHEET 0333-1_A1-45 MILB THE OBSERVATION TOWER DETAIL
 # 9,& DETAIL 13 THE DETAIL SHOWS THE USE OF INSECT
 SCREEN ( DETAIL 13 INDICATES A ? HOLE IN SCREEN ? THICK
 SCREENING MATERIAL) IN ALUMINUM FRAMING, PLEASE PROVIDE
 HOW COMPLIANCE WITH 2014 FBC-B 1013.2 WHERE REQUIRED.
 GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
 SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS,
 STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN
 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR
 GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 MM)
 HORIZONTALLY TO THE EDGE OF 1013.3 HEIGHT. REQUIRED
 GUARDS SHALL NOT BE LESS THAN 42 INCHES HIGH, MEASURED
 VERTICALLY THE OPEN SIDE.
 9A) 2014 FBC-B 1013.2. GUARDS SHALL BE ADEQUATE IN
 STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION
 1607.8. 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50
 POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION
 4.5.1 OF ASCE 7.
 9B)1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS
 SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF
 200 LBS. IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7.
 9C) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS
 (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL
 FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD
 OF 50 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE
 7.
 10) SHEET 0605-2_S2-616 THE ROOF DETAIL INDICATES A
 SECTION THROUGH THE ROOF ON SHEET S2.611 DETAIL # 4.
 THIS SHEET NOT INCLUDED IN THIS SET OF PLANS. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED.
 11) SHEET 0551_S0.01 THE WIND DESIGN IS GIVEN FOR THE
 MAIN STADIUM FACILITY FOR A BUILDING RISK CATEGORY III.
 VULT OF 180 MPH. IS THIS SAME WIND DESIGN GOING TO BE
 USED FOR THE 2 OBSERVATION TOWERS ARE THEY TO BE
 DESIGNED AS OPEN, PARTIALLY OPEN OR ENCLOSED. PLEASE
 ALSO PROVIDE THE PRESSURES FOR ZONES 1,2,3, 4 & 5 IN
 VASD SINCE THE PRODUCT APPROVALS WILL BE IN VASD. 2014
 FBC-B 1603.1.4 WIND DESIGN DATA. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
 12) PLEASE SUBMIT PRODUCT APPROVALS FOR COMPLIANCE
 WITH: 2010/ 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.
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 13) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. 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.
  
 14) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
2016-05-24 16:06:01 
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-04-17 Cont ID  
Sent By jwitmer Date 2016-04-17 Time   Rev Time 0.00
Received By jwitmer Date 2016-04-17 Time   Sent To  
Notes
2016-05-05 16:01:53REVIEWS COMPLETED UNDER 16020418. JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-03-04 Cont ID  
Sent By jwitmer Date 2016-03-04 Time 11:33 Rev Time 0.00
Received By jwitmer Date 2016-03-04 Time 11:33 Sent To  
Notes
2016-03-04 11:36:21REVIEW AND COMMENTS UNDER 16020418. JW
 SEE COMMENT # 22) SHEET 0601_S2.611 MILB OBSERVATION
 TOWER PLANS NOT IN THIS THIS OF DOCUMENTS, TO BE
 PERMITTED SEPARATELY.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-11-07 Cont ID  
Sent By jwitmer Date 2015-11-07 Time   Rev Time  
Received By jwitmer Date 2015-11-07 Time   Sent To  
Notes
2015-11-13 16:59:18REVIEW AND COMMENTS UNDER THE MAIN PERMIT 15100870.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
 1ST ROUND OF COMMENTS INDICATES THIS PERMIT IS TO
 REMOVED FROM THIS SUBMITTAL PACKAGE AND WILL BE
 RESUBMITTED UNDER A SEPARATE PERMIT.
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2016-09-22 Cont ID  
Sent By albarran Date 2016-09-22 Time 19:43 Rev Time 0.00
Received By albarran Date 2016-09-22 Time 19:11 Sent To  
Notes
2016-09-22 19:45:25THIS WAS PREVIOUSLY REVIEWED ON 7/13/16 BUT THERE WERE
 TWO SHEETS NEEDING CORRECTIONS. ALL CORRECTIONS HAVE
 BEEN COMPLETED.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-07-13 Cont ID  
Sent By vperez Date 2016-07-13 Time 10:23 Rev Time 0.00
Received By albarran Date 2016-07-13 Time 10:23 Sent To  
Notes
2016-07-13 10:25:51INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. E5-03 PLEASE PROVIDE A GENERAL NOTE TO INDICATE NEC
 702.7 SINAGE REQUIREMENTS FOR THE ROLL-UP GENERATORS
 SHOWN. SEE VERBIAGE IN CODE.
 2. ADDRESS MECHANICAL REVIEWER COMMENTS RELATED TO
 ELECTRICAL CONTROLS.
 3. FEEL FREE TO CONTACT ME DIRECTLY SHOULD YOU HAVE ANY
 QUESTIONS OR CONCERNS.
  
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [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 10:25 Rev Time 0.00
Received By albarran Date 2015-10-29 Time 8:46 Sent To  
Notes
2015-10-29 10:25:43PER MICHAEL J. SANCHEZ, AICP OF MANAGED LAND
 ENTITLEMENTS, INC. AND COORDINATION WITH MR. ROBERT
 BROWN, BUILDING OFFICIAL FOR THE CITY OF WEST PALM
 BEACH ALL OF THE STRUCTURAL DRAWINGS AND REFERENCE ONLY
 ELECTRICAL DRAWINGS FOR THIS PERMIT HAS BEEN UPLOADED
 INTO PROJECTDOX UNDER PERMIT #15100870.
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 4 Status P Date 2016-10-04 Cont ID  
Sent By wjolin Date 2016-10-04 Time 12:22 Rev Time 0.00
Received By wjolin Date 2016-10-04 Time 12:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2016-09-08 Cont ID  
Sent By wjolin Date 2016-09-08 Time 11:03 Rev Time 0.00
Received By wjolin Date 2016-09-08 Time 10:59 Sent To  
Notes
2016-09-08 11:03:025211 NORTH MILITARY - OBSERVATION TOWER
 PERMIT #15100826
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 REPEAT COMMENTS: THE EXTERIOR STAIR IS REQUIRED TO BE
 SEPARATED FROM THE INTERIOR OF THE BUILDING WITH A
 1-HOUR FIRE BARRIER AND PROTECTED OPENINGS PER NFPA 101
 SECTION 7.2.2.6.3.1. THE STAIRS DISCHARGE BEYOND THE
 FACE OF THE BUILDING AND REQUIRE THE 1-HOUR FIRE
 BARRIER TO EXTEND 10-FEET HORIZONTALLY FROM THE STAIR.
 THIS WILL REQUIRE THE DOORS TO BE FIRE RATED AND THE
 LOUVERS TO BE PROTECTED WITH FIRE DAMPERS.
  
 REPEAT COMMENT: HAZARD SEPARATION: FIELD STORAGE #02803
 NEEDS TO BE FIRE SEPARATED FROM THE BUSINESS OCCUPANCY
 WITH EITHER 1-HOUR FIRE BARRIER OR FIRE SPRINKLERS PER
 NFPA 101 SECTION 38.3.2 PROTECTION FROM HAZARDS.
 HAZARDOUS AREAS INCLUDING, BUT NOT LIMITED TO, AREAS
 USED FOR GENERAL STORAGE, BOILER OR FURNACE ROOMS, AND
 MAINTENANCE SHOPS THAT INCLUDE WOODWORKING AND PAINTING
 AREAS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION
 8.7. THIS IS A HAZARD SEPARATION AND NOT AN OCCUPANCY
 SEPARATION, WHICH WOULD REQUIRE A 2-HOUR FIRE BARRIER.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2016-07-13 Cont ID  
Sent By wjolin Date 2016-07-13 Time 16:25 Rev Time 0.00
Received By wjolin Date 2016-07-12 Time 12:19 Sent To  
Notes
2016-07-13 16:09:005211 NORTH MILITARY TRAIL - OBSERVATION TOWER
 PERMIT #15100826
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 PER NFPA 101
 7.2.2.6.3.1 SEPARATION AND PROTECTION OF OUTSIDE
 STAIRS. OUTSIDE STAIRS SHALL BE SEPARATED FROM THE
 INTERIOR OF THE BUILDING BY CONSTRUCTION WITH THE FIRE
 RESISTANCE RATING REQUIRED FOR ENCLOSED STAIRS WITH
 FIXED OR SELF-CLOSING OPENING PROTECTIVES.
  
 WALL CONSTRUCTION REQUIRED BY 7.2.2.6.3.1 SHALL EXTEND
 AS FOLLOWS:
 (1) VERTICALLY FROM THE FINISHED GROUND LEVEL TO A
 POINT 10 FEET ABOVE THE TOPMOST LANDING OF THE STAIRS
 OR TO THE ROOFLINE, WHICHEVER IS LOWER
 (2) HORIZONTALLY FOR NOT LESS THAN 10 FEET
  
 ROOF CONSTRUCTION REQUIRED BY 7.2.2.6.3.1 SHALL MEET
 BOTH OF THE FOLLOWING CRITERIA:
 (1) IT SHALL PROVIDE PROTECTION BENEATH THE STAIRS.
 (2) IT SHALL EXTEND HORIZONTALLY TO EACH SIDE OF THE
 STAIR FOR NOT LESS THAN 10 FEET.
  
 7.2.2.6.4 PROTECTION OF OPENINGS. ALL OPENINGS BELOW AN
 OUTSIDE STAIR SHALL BE PROTECTED WITH AN ASSEMBLY
 HAVING A MINIMUM 3/4-HOUR FIRE PROTECTION RATING AS
 FOLLOWS:
  
 HAZARD SEPARATION: FIELD STORAGE #02803 AND STORAGE
 BELOW THE EXTERIOR STAIR NEEDS TO BE FIRE SEPARATED
 FROM THE BUSINESS OCCUPANCY WITH EITHER 1-HOUR FIRE
 BARRIER OR FIRE SPRINKLERS PER NFPA 101 SECTION 38.3.2
 PROTECTION FROM HAZARDS. HAZARDOUS AREAS INCLUDING, BUT
 NOT LIMITED TO, AREAS USED FOR GENERAL STORAGE, BOILER
 OR FURNACE ROOMS, AND MAINTENANCE SHOPS THAT INCLUDE
 WOODWORKING AND PAINTING AREAS SHALL BE PROTECTED IN
 ACCORDANCE WITH SECTION 8.7. THIS IS A HAZARD
 SEPARATION AND NOT AN OCCUPANCY SEPARATION, WHICH WOULD
 REQUIRE A 2-HOUR FIRE BARRIER.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-10-28 Cont ID  
Sent By wjolin Date 2015-10-28 Time 09:25 Rev Time 0.00
Received By wjolin Date 2015-10-28 Time 09:25 Sent To  
Notes
2015-10-28 09:28:54STRUCTURAL ONLY
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2016-10-04 Cont ID  
Sent By cpuell Date 2016-10-04 Time 15:01 Rev Time 0.00
Received By cpuell Date 2016-09-27 Time 13:30 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2016-09-26 Cont ID  
Sent By lmarchan Date 2016-09-26 Time 15:26 Rev Time 0.00
Received By lmarchan Date 2016-09-07 Time 09:27 Sent To  
Notes
***NONE***
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Rev No 5 Status N Date 2016-09-01 Cont ID  
Sent By skennedy Date 2016-09-01 Time 11:34 Rev Time 0.00
Received By skennedy Date 2016-07-11 Time 13:42 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-05-24 Cont ID  
Sent By shill Date 2016-05-24 Time 16:06 Rev Time 0.00
Received By shill Date 2016-05-11 Time 12:53 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-04-17 Cont ID  
Sent By   Date 2016-04-17 Time   Rev Time 0.00
Received By lmarchan Date 2016-04-15 Time 09:09 Sent To  
Notes
2016-04-15 09:09:47PLANS UNDER 16020418
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-03-10 Cont ID  
Sent By lmarchan Date 2016-03-10 Time 10:55 Rev Time 0.00
Received By lmarchan Date 2016-02-16 Time 10:50 Sent To  
Notes
2016-02-16 10:50:43PLANS UNDER 16020418 NOW
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-19 Cont ID  
Sent By cpuell Date 2015-11-19 Time 15:50 Rev Time 0.00
Received By cpuell Date 2015-10-29 Time 16:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-09-21 Cont ID  
Sent By ccole Date 2016-09-21 Time 14:14 Rev Time 0.00
Received By ccole Date 2016-09-21 Time 14:14 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-07-12 Cont ID  
Sent By ccole Date 2016-07-12 Time 15:24 Rev Time 0.00
Received By ccole Date 2016-07-12 Time 15:24 Sent To  
Notes
2016-07-12 15:24:451ST REVIEW MECHANICAL
 PERMIT #15100826
 7/12/16
  
 1) REFER TO TABLE 403.3 FBC-14 MECHANICAL: PROVIDE THE
 CONTROLS OPERATION FOR THE RESTROOM FANS. FOR
 INTERMITTENT USE THE FAN CAPACITIES SHOWN IN THE
 SCHEDULE ARE UNDERSIZED- 70 CFM PER WATER CLOSET OR
 URINAL IS REQUIRED.
  
 2) PROVIDE INSTALLATION DETAILS FOR THE EXHAUST FANS
 AND INDICATE THE TYPE AND GAGE OF EXHAUST DUCTWORK.
  
 3) SUBMIT FLORIDA PRODUCT APPROVALS AND/OR MIAMI-DADE
 NOA'S FOR THE REST ROOM EXHAUST LOUVERS, AND THE
 VENTILATION LOUVERS FOR THE MEP AND THE TRAINING/FIRST
 AID ROOMS. ALL SUBMITTALS MUST SHOP DRAWING APPROVAL
 SIGNATURES BY THE EOR.
  
 4) PROVIDE VENTILATION CALCULATIONS FOR THE
 TRAINING/FIRST AID ROOMS IN COMPLIANCE WITH TABLE 403.3
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2016-09-23 Cont ID  
Sent By tklarge Date 2016-09-23 Time 11:00 Rev Time 0.00
Received By tklarge Date 2016-09-23 Time 08:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2016-07-13 Cont ID  
Sent By tklarge Date 2016-07-13 Time 14:12 Rev Time 0.00
Received By tklarge Date 2016-07-13 Time 14:12 Sent To  
Notes
2016-07-13 14:12:211) SHT. A0-02 - THIS SHEET DOES NOT INCLUDE THE
 INFORMATION FOR THE OBSERVATION TOWERS. CLARIFY.
 2) INDICATE ON THE PLANS IF THESE TOWERS WILL BE OPEN
 TO THE VIEWING PUBLIC.IIF SO, THE TOWERS WILL BE DEEMED
 AN A-5 OCCUPANCY. ALSO, SUBMIT THE CORRECT OCCUPANT
 LOAD IF DEEMED AN A-5 OCCUPANCY.CLARIFY.
 3) SHEETS C6-02 & SHT. C6-04 - THE MATCH LINES DO NOT
 CORRELATE WITH EACH OTHER FOR THESE TWO SHEETS.
 4) SHOW THE LENGTH AND WIDTH DIMENSIONS OF THE STANDARD
 TOILET STALLS IN THE ASTROS AND NATIONAL RESTROOMS.
 COMPLY WITH 2014 FPC SEC.405.3.1.
 5) SHOW THE LENGTH AND WIDTH DIMENSIONS OF THE
 HANDICAPPED ACCESSIBLE TOILET STALLS IN THE NATIONALS
 AND ASTROS RESTROOMS.
 6) AT LEAST ONE LAVATORY OUTSIDE THE HANDICAPPED
 ACCESSIBLE STALL SHALL COMPLY WITH FAC SEC.213.3.3.4 &
 606.
 7) SHT. A3-23 - ACCESSIBLE STALL DETAIL SHOWS THE
 ACCESSIBLE STALL 7'-4" WIDE AND SHT.A1-46 SHOWS THE
 WIDTH AS 7"-2". CLARIFY.
 8) SHT. A3-23 - ACCESSIBLE ALTERNATE ROLL-IN SHOWER
 DETAIL - ALTHOUGH THERE IS NO SHOWER IN THE TOWERS,
 THIS DETAIL IS NOT CODE COMPLIANT. PLEASE REVISE.THE
 GRAB BARS DO NOT COMPLY WITH THE FAC SEC.608.3.3. REFER
 TO FIGURE 608.3.3 IN THE FAC.GRAB BARS SHALL BE
 INSTALLED A MAXIMUM OF SIX INCHES FROM ADJACENT WALLS
 AND SHALL NOT BE PROVIDED ABOVE THE SEAT. A PORTION OF
 THE GRAB BAR APPEARS TO BE ABOVE THE SEAT AND IS MORE
 THAN SIX INCHES FROM ONE ADJACENT WALL.
 9) SHT. A3-40 - ROOM FINISH SCHEDULE - SOME OF THE
 MEN'S & WOMEN'S RESTROOMS SHOW THE WALL FINISH AS
 PAINT. WALLS WITHIN TWO FEET OF WATER CLOSETS AND
 URINALS SHALL COMPLY WITH FFBC 2014 SEC.1210.2.2.
 10) SHT.P4-000 SHOWS A FLOOR DRAIN WITHIN THE PLUMBING
 CHASE.THIS IS NOT PERMITTED BY SEC.412.2 OF THE 2014
 FPC. READY ACCESS SHALL BE PROVIDED TO FLOOR DRAINS.
 RREFER TO FPC SEC.202 FOR DEFINITION OF "READY ACCESS."
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-03-10 Cont ID  
Sent By tklarge Date 2016-03-10 Time 10:52 Rev Time 0.00
Received By tklarge Date 2016-03-10 Time 10:52 Sent To  
Notes
2016-03-10 10:53:14SEE 15100870 FOR PROVISOS.
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-11-04 Cont ID  
Sent By tklarge Date 2015-11-04 Time 11:32 Rev Time 0.00
Received By tklarge Date 2015-11-03 Time 12:37 Sent To  
Notes
2015-11-03 12:38:081) 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 2016-10-11 Cont ID  
Sent By jwitmer Date 2016-10-11 Time 11:07 Rev Time 0.00
Received By jwitmer Date 2016-10-11 Time 11:07 Sent To  
Notes
2016-10-11 11:07:01PASSED
2016-10-04 14:52:56SIGNATURE BUILDING REVIEW
 W. P. B. PERMIT: 15100826
 ADD: 5211 N. MILITARY TRL.
 CONT: HUNT CONSTRUCTION
 TEL: 917-202-9467
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW SIGNATURES/ ARCHITECTURAL & STRUCTURAL
 SHEETS.
 DATE: TUES. OCT. 04/2016
 ACTION: DENIED
 SHEETS MISSING THE ELECTRONIC SIGNATURES
 1) 0333-1_A1-45
 2) 0333-2_A1-46
 3) 0601_S2-611
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
2016-09-21 14:15:07MECHANICAL SHEETS CHECKED AND VERIFIED.
 9/21/16
Review Stop Z ZONING
Rev No 1 Status P Date 2015-11-09 Cont ID  
Sent By avann Date 2015-11-09 Time 17:23 Rev Time 0.00
Received By dkittred Date 2015-11-05 Time 12:59 Sent To  
Notes
***NONE***


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