Plan Review Details - Permit 15060562
Plan Review Stops For Permit 15060562
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-11-12 Cont ID  
Sent By jwitmer Date 2015-11-12 Time 09:16 Rev Time 0.00
Received By jwitmer Date 2015-11-12 Time 08:40 Sent To  
Notes
2015-11-12 08:39:48BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060562 MAIN ELECTRIC BUILDING
 ADD: 4395 EASLEY ST.
 CONT: TBD/ TO BE DETERMINED
 CONTACT: KURT PFEFFER, P. E.
 TEL: (561)997-8070
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 3RD REVIEW
 DATE: THURS. NOV. 12/ 2015
 ACTION: BUILDING PROVISO
  
  
 ROOF PRESSURES 044-S-MEB.02
 ZONE #1 +32 -58
 ZONE #2 +58 -88
 ZONE #3 +58 -88 (3 FT. PARAPET)
  
 SHEET 0364-A-GEN.02 WINDOWS PRESSURES (A-MEB)
 SHEET 0365-A-GEN.02 DOOR PRESSURES (A-MEB)
  
 1-6) COMPLIED>
  
 7) DEFERRED SUBMITTAL: 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.
  
 2010 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) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 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 2015-10-22 Cont ID  
Sent By jwitmer Date 2015-10-22 Time 12:09 Rev Time 0.00
Received By jwitmer Date 2015-10-22 Time 11:27 Sent To  
Notes
2015-10-22 12:09:18BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060562 MAIN ELECTRIC BUILDING
 ADD: 4395 EASLEY ST.
 CONT: TBD/ TO BE DETERMINED
 CONTACT: KURT PFEFFER, P. E.
 TEL: (561)997-8070
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2ND REVIEW
 DATE: THURS. OCT. 22 2015
 ACTION: DENIED
  
 1-5) COMPLIED>
  
  
  
  
  
 6) 2ND REQUEST. RESPONSE INDICATES WIND DESIGN CRITERIA
 IS FOUND ON SHEET 0241-S-GEN-01. FOR THE MAIN ELECTRIC
 BUILDING THE PRESSURE COEFFICIENT IS LABELED AS +/-
 0.55 OR PARTIALLY ENCLOSED. PLEASE NOTE THE ROOF AND
 WALL PRESSURES CAN NOT BE VEERIFIED AS A PARTIALLY OPEN
 BUILDING. THE INDEX LIST SHEET 0372 AS THE ELEVATION
 SHEET, THIS SHEET IS NOT INCLUDED IN THE PLAN SET OF
 DRAWING SUBMITTED.
 COMMENTS 6A-6D CAN NOT BE VERIFIED.
  
 6E) NEW COMMENT, ALSO MISSING SHEET 0373-A-MEB-05 WALL
 SECTIONS.
  
 1ST REVIEW COMMENT. PAGE 0244-S-MEB-02:
 6A) NOTES PRECAST PRESTRESSED ELEMENTS SHALL BE
 DESIGNED FOR THE FOLLOWING:
 1( E ) WIND LOADS PER CODE. ? NOT GIVEN. PROVIDE THE
 DESIGN CRITERIA, 0244-SHEET S-MEB-02 PRESSURES FOR
 COMPONENTS AND CLADDING EXPOSURE "C" @ 180 MPH, 38 FT
 ABOVE GRADE, VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE
 PRESSURES AT 10 SQ. FT. FOR ROOF TOP FASTENERS, ASSUMED
 VASD. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 2010
 FBC-B 1609.6.4.41 COMPONENTS & CLADDING
  
 6B) NOTE 1( F ) EQUIPMENT LOADS. NOT GIVEN .
  
 6C) ROOF PRESSURES SUBMITTED DO NOT STATE IF THEY ARE
 VULT OR VASD. PRESSURES ARE LOW CONSIDERING THE WIND
 DESIGN CRITERIA OF DESIGN CRITERIA, 180 VULT, EXPOSURE
 C, MEAN ROOF HEIGHT 38 FT. BUILD RISK CAT. III.
  
 6D) SHEET 0244-S-MEB-02 NOR -03 PRESSURES FOR THE DOOR
 OPENINGS ARE NOT PROVIDED FOR THIS BUILDING. 2010 FBC-B
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING.
  
  
 7) DEFERRED SUBMITTAL: 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.
  
 2010 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) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 8) DEFERRED SUBMITTAL. 2010 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.
  
 9) SHEET 0370- A-MEB-02 SHOWS WALL IDENTIFICATION TAGS
 AND DOOR AND WINDOW IDENTIFICATION TAGS THE MAIN
 ELECTRIC BUILDING PLANS DO NOT HAVE SCHEDULES LISTED
 WITHIN THE 5 SHEETS OF THE ARCHITECTURAL SHEETS.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. T
 107.3.5.1 COMMERCIAL BUILDINGS:
 FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL INCLUDE
 THE FOLLOWING COMPONENTS:
 FIRE-RESISTANT SEPARATIONS WALLS, DOORS & WINDOWS
  
 10) 2ND REQUEST. RESPONSE INDICATES THE COLUMNS STOP
 BELOW THE ROOF STRUCTURE IN WALL SECTIONA/A-MEB-05.
 PLEASE NOTE THE INDEX INDICATES THERE SHOULD BE A
 0372-A-MEB-04 AND 0373-A-MEB-05. IN THE ACTUAL PLAN SET
 THE INDEX NUMBER 0371-S-MEB-03 JUMPS TO 0478-E-GEN-01,
 PLEASE UPLOAD THE MISSING SHEETS.
  
 1ST ROUND OF COMMENTS. SHEET 0371- A-MEB-03 SHOWS THE
 LOCATION OF THE SCUPPERS BUT IT DOES NOT SHOW THEY ARE
 DIRECTLY IN FRONT OF THE 16X16 INCH COLUMN AND HOW IS
 THE STEEL RE-INFORCEMENT AND THE SCUPPER GOING TO FIT
 INTO THE SAME COLUMN. SEE 2010 FBC-B 1906.3 CONDUITS
 AND PIPES EMBEDDED IN CONCRETE.
 CONDUITS, PIPES AND SLEEVES OF ANY MATERIAL NOT HARMFUL
 TO CONCRETE AND WITHIN THE LIMITATIONS OF ACI 318,
 SECTION 6.3, ARE PERMITTED TO BE EMBEDDED IN CONCRETE
 WITH APPROVAL OF THE REGISTERED DESIGN PROFESSIONAL.
  
 11) COMPLIED.
  
 12) . 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.
  
 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 2015-07-14 Cont ID  
Sent By jwitmer Date 2015-07-14 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2015-07-14 Time 06:26 Sent To  
Notes
2015-07-14 06:48:13BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060562 MAIN ELECTRIC BUILDING
 ADD: 4395 EASLEY ST.
 CONT: TBD/ TO BE DETERMINED
 CONTACT: KURT PFEFFER, P. E.
 TEL: (561)997-8070
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: TUES. JULY 14/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID.
  
 1) PLEASE EITHER REMOVE THE INDEX SHEETS 0002-6-GEN.02
 THROUGH 0005-6-GEN.05 OR VOID THEM OUT THEY ARE OF NO
 USE TO THIS PROJECT THE WAY IT WAS SUBMITTED. THE PLANS
 DO NOT FOLLOW THE INDEX BEING BROUGHT IN BY BUILDING
 TYPES. 107.2.1.4 QUALITY OF BUILDING PLANS.THE INDEX
 SHOWS 5 ARCHITECTURAL SHEETS WHEREAS IN THIS SUBMITTAL
 THERE ARE ONLY 3 SHEETS SUBMITTED?
  
 2) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, NOTE
 G-3 PLEASE NOTE CORRECT PALM BEACH COUNTY AMENDMENTS,
 THE CITY OF WEST PALM BEACH IS UNDER HOME RULE AND THE
 CITY HAS ITS OWN CHAPTER 1 AMENDMENTS. 2010 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION.
  
 3A) THIS PERMIT WILL REQUIRE A RESIDENT INSPECTOR.
 PLEASE REVIEW 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, SECTION 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER INSPECTIONS
 SERVICES. THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO
 BE MADE BY OTHERS, THE INSPECTIONS REQUIRED BY SECTION
 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS OF
 RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 3B) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
 FORMS E-MAILED TO: [email protected] THURS.
 JULY 02/2015 07:25 AM.
  
 3C) FOR THE RESIDENT 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] OR [email protected]
  
 3D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected] OR [email protected]
  
 3E) INFORMATIONAL!!!! NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL 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 RESIDENT INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 3F) INFORMATIONAL!!!!! PLEASE CALL THE CITY OF WEST
 PALM BEACHES AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS. NOTE IF INSPECTIONS ARE NOT CALLED
 IN, THE PERMIT EXPIRES 6 MONTHS AFTER THE PERMIT
 ISSUANCE DATE. A RENEWAL PERMIT WOULD BE REQUIRED AT
 THAT POINT.
  
 4) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, HAS A
 HEADING FOR FOUNDATION WORK BUT THERE IS NO CRITERIA
 LISTED FOR THE SOILS INVESTIGATION REPORT, DATE AND
 COMPANY COMPLETING THE SOILS INVESTIGATION. 2010 FBC-B
 1803.5.2. FOUNDATION NOTE F-2 PROVIDES THE ALLOWABLE
 SOILS BEARING PRESSURES BUT THERE IS NO DOCUMENTATION
 OF A SOILS ANALYSIS AND EVALUATION EVER TAKING PLACE.
  
 5) PLEASE NOTE THAT A COPY OF DUNKELBERGER TESTING
 REPORT HD145002 APRIL 10, 2014 WAS SUBMITTED BY E-MAIL
 FOR REVIEW. THIS REPORT WILL NEED TO EITHER HAVE A HARD
 COPY SIGNED AND SEALED OR THE ELECTRONIC PEDDS
 SIGNATURE FOR ELECTRONIC VERSIONS OF THIS DOCUMENT.
  
 5A) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 VIBRO-COMPACTION FOR THE PROJECT SHOULD BE CARRIED OUT
 BY AN EXPERIENCED CONTRACTOR EMPLOYING A GROUND
 IMPROVEMENT PLAN THAT HE/SHE PREPARES. THE PLAN SHOULD
 UTILIZE CENTER-TO-CENTER SPACING FOR THE
 VIBRO-COMPACTION POINTS THAT ARE NORMALLY USED IN
 GRANULAR SOILS TO ACHIEVE 80 PERCENT RELATIVE DENSITY.
 BEFORE ADOPTION, THE GROUND IMPROVEMENT PLAN SHOULD BE
 REVIEWED BY THE GEOTECHNICAL ENGINEER AND STRUCTURAL
 ENGINEER FOR CONFORMANCE WITH THE INTENT OF THE
 FOUNDATION DESIGN.
 PLEASE PROVIDE FOR REVIEW BY THE BUILDING DEPARTMENT
 FOR COMPLIANCE.
  
 5B) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTER
 TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSEWHERE
 ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS
 TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF
 THE DIGESTERS AND OR OTHER STRUCTURES. 2010 FBC-B
 3304.1.2 SURCHARGE & 1808.7 FOUNDATIONS ON OR ADJACENT
 TO SLOPES.
  
 5C) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS
 ADD FILL USED IN THE COMPACTION POINTS SHOULD CONSIST
 OF CLEAN SANDS HAVING A SUITABILITY NUMBER (SN) OF 20
 OR LOWER. WE DO NOT BELIEVE THAT THE ON-SITE SANDS WILL
 MEET THIS REQUIREMENT. THEREFORE THE ADD FILL WILL NEED
 TO BE IMPORTED. PLEASE INCORPORATE INTO THE VIBRO-
 FLOTATION PLAN.
  
 6) PAGE 0244-S-MEB-02:
 6A) NOTES PRECAST PRESTRESSED ELEMENTS SHALL BE
 DESIGNED FOR THE FOLLOWING:
 1( E ) WIND LOADS PER CODE. ? NOT GIVEN. PROVIDE THE
 DESIGN CRITERIA, 0244-SHEET S-MEB-02 PRESSURES FOR
 COMPONENTS AND CLADDING EXPOSURE "C" @ 180 MPH, 38 FT
 ABOVE GRADE, VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE
 PRESSURES AT 10 SQ. FT. FOR ROOF TOP FASTENERS, ASSUMED
 VASD. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 2010
 FBC-B 1609.6.4.41 COMPONENTS & CLADDING
  
 6B) NOTE 1( F ) EQUIPMENT LOADS. NOT GIVEN .
  
 6C) ROOF PRESSURES SUBMITTED DO NOT STATE IF THEY ARE
 VULT OR VASD. PRESSURES ARE LOW CONSIDERING THE WIND
 DESIGN CRITERIA OF DESIGN CRITERIA, 180 VULT, EXPOSURE
 C, MEAN ROOF HEIGHT 38 FT. BUILD RISK CAT. III.
  
 6D) SHEET 0244-S-MEB-02 NOR -03 PRESSURES FOR THE DOOR
 OPENINGS ARE NOT PROVIDED FOR THIS BUILDING. 2010 FBC-B
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING.
  
  
 7) 2010 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) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 8) 2010 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.
  
 9) SHEET 0370- A-MEB-02 SHOWS WALL IDENTIFICATION TAGS
 AND DOOR AND WINDOW IDENTIFICATION TAGS THE MAIN
 ELECTRIC BUILDING PLANS DO NOT HAVE SCHEDULES LISTED
 WITHIN THE 5 SHEETS OF THE ARCHITECTURAL SHEETS.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. T
 107.3.5.1 COMMERCIAL BUILDINGS:
 FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL INCLUDE
 THE FOLLOWING COMPONENTS:
 FIRE-RESISTANT SEPARATIONS WALLS, DOORS & WINDOWS
  
 6) SHEET A-MEB-02 DOES NOT SHOWN NATURAL VENTILATION,
 WILL NEED TO SHOW COMPLIANCE WITH 2010 FBC-B 1203.4
 NATURAL VENTILATION OR MECHANICAL
 VENTILATION.
  
 7) MISSING INFORMATION ENERGY FORMS 2010 FBC-ENERGY
 103.2 ENERGY REPORTING FORMS. INFORMATION ON
 CONSTRUCTION DOCUMENTS. 103.2.1 CODE DEMONSTRATION
 FORMS. SEE TABLE 103.2.1.
  
 8) PLANS ARE MISSING THE REQUIRED INSULATION BY THE
 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR
 506 TOTAL BUILDING PERFORMANCE.
  
 9) PLANS ARE MISSING 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 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), WALL LOUVERS,
 (C) ROOFING PRODUCTS AND ASSEMBLIES
 (D) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
  
 10) SHEET 0371- A-MEB-03 SHOWS THE LOCATION OF THE
 SCUPPERS BUT IT DOES NOT SHOW THEY ARRE DIRECTLY IN
 FRONT OF THE 16X16 INCH COLUMN AND HOW IS THE STEEL
 RE-INFORCEMENT AND THE SCUPPER GOING TO FIT INTO THE
 SAME COLUMN. SEE 2010 FBC-B 1906.3 CONDUITS AND PIPES
 EMBEDDED IN CONCRETE.
 CONDUITS, PIPES AND SLEEVES OF ANY MATERIAL NOT HARMFUL
 TO CONCRETE AND WITHIN THE LIMITATIONS OF ACI 318,
 SECTION 6.3, ARE PERMITTED TO BE EMBEDDED IN CONCRETE
 WITH APPROVAL OF THE REGISTERED DESIGN PROFESSIONAL.
  
 11A) SHEET 0369- A-MEB-01 BUILDING IS 2,572 SQ. FT./
 100= 26 OCCUPANTS, PLEASE INDICATE HOW 9 OCCUPANTS WAS
 DERIVED. 2010 FBC-B TABLE 1004.1.1.
  
 11B) NOTE THE 0369-A-MEB BUILDING, MAIN ELECTRIC
 BUILDING MAY NEED TO COMPLY WITH 2010 FBC-B 1008.1.10
 WHEN: ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200
 AMPERES OR MORE AND OVER 6 FEET (1829 MM) WIDE THAT
 CONTAIN OVERCURRENT DEVICES, SWITCHING DEVICES OR
 CONTROL DEVICES WITH EXIT OR EXIT ACCESS DOORS SHALL BE
 EQUIPPED WITH PANIC HARDWARE OR FIRE EXIT HARDWARE. THE
 DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL.
  
 12) . 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.
  
 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 2015-09-18 Cont ID  
Sent By dharvey Date 2015-09-18 Time 09:01 Rev Time 0.00
Received By dharvey Date 2015-09-18 Time 08:53 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2015-12-02 Cont ID  
Sent By cranford Date 2015-12-02 Time 13:47 Rev Time 0.00
Received By cranford Date 2015-12-02 Time 13:46 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-07-24 Cont ID  
Sent By cranford Date 2015-07-24 Time 09:40 Rev Time 0.00
Received By cranford Date 2015-07-23 Time 15:57 Sent To  
Notes
2015-07-24 09:40:31JOHN ROACH VERIFIED APPLICATION WAS CONSISTENT WITH
 APPROVED SITE PLAN. SITE PLAN APPROVAL LETTER NOT YET
 DRAFTED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-06-30 Cont ID  
Sent By cranford Date 2015-06-30 Time 08:50 Rev Time 0.00
Received By cranford Date 2015-06-30 Time 08:50 Sent To  
Notes
2015-06-30 08:50:40FOR MAIN ELECTRICAL BLDG
  
 1. PLEASE SUBMIT A COPY OF THE APPROVED SITE PLAN
 (Z14080026). WHEN SITE PLAN REVIEW IS REQUIRED, REVIEW
 AND APPROVAL ARE NECESSARY PRIOR TO ISSUANCE OF A
 BUILDING PERMIT. [SECTION 94-35(G) OF THE CITY'S CODE
 OF ORDINANCES]
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-06-25 Cont ID  
Sent By wjolin Date 2015-06-25 Time 14:11 Rev Time 0.00
Received By wjolin Date 2015-06-25 Time 14:11 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-12-02 Cont ID  
Sent By lmarchan Date 2015-12-02 Time 14:50 Rev Time 0.00
Received By lmarchan Date 2015-11-04 Time 10:03 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-11-04 Cont ID  
Sent By lmarchan Date 2015-11-04 Time 09:02 Rev Time 0.00
Received By lmarchan Date 2015-10-19 Time 16:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-18 Cont ID  
Sent By lmarchan Date 2015-09-18 Time 09:32 Rev Time 0.00
Received By lmarchan Date 2015-06-23 Time 15:20 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-07-14 Cont ID  
Sent By jwitmer Date 2015-07-14 Time 06:26 Rev Time 0.00
Received By jwitmer Date 2015-07-14 Time 06:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-10-29 Cont ID  
Sent By ccole Date 2015-10-29 Time 16:59 Rev Time 0.00
Received By ccole Date 2015-10-29 Time 14:07 Sent To  
Notes
2015-10-29 17:03:41PERMIT #15060652
 10/29/15
 PROVISOS:
  
 1) REMOVE THE ENERGY CALCULATION DOCUMENTS DSL17999A &
 SMM15096 FROM THE FILE (NOT APPLICABLE TO THIS
 PROJECT), AND RELOCATE FORM 502-2010 TO THE DOCUMENT
 FILE FOR #15060552 ( DIGESTER ELECTRICAL BUILDING PLANS
 ROOM).
 2) DEFERRED SUBMITTAL: 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
 DEFERRED SUBMITTAL. 2010 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.
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-15 Cont ID  
Sent By ccole Date 2015-07-15 Time 14:12 Rev Time 0.00
Received By ccole Date 2015-07-15 Time 14:11 Sent To  
Notes
2015-07-15 14:18:271ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060562 MAIN ELECTRICAL BUILDING
 7/15/15
  
 1) SUBMIT THE FOLLOWING ENERGY EFFICIENCY COMPLIANCE
 DOCUMENTS PREPARED BY THE ENGINEER OF RECORD: A)
 COOLING AND HEATING CALCULATIONS FOR MEB- AC-1, 2, & 3
 IN ACCORDANCE WITH ACCA MANUAL N OR APPROVED ALTERNATE
 METHOD- SECTION 503.2.1 FBC-10 ENERGY CONSERVATION . B)
 ENERGY EFFICIENCY FORM 502-2010 OR 506-2010- REFERENCE
 SECTIONS 101.3, 103, AND CHAPTER 5 FBC-10 ENERGY
 CONSERVATION. THE DESIGN PROFESSIONAL SHALL CHOOSE
 EITHER THE PRESCRIPTIVE (502) OR PERFORMANCE BASED
 (506) COMPLIANCE PATH FOR THE BUILDING AND BUILDING
 SYSTEMS INCLUDING BUT NOT LIMITED TO THE COMPONENTS OF
 THE THERMAL ENVELOPE, THE HVAC, THE ELECTRICAL POWER,
 LIGHTING, AND CONTROLS.
 2) PROVIDE EQUIPMENT SCHEDULES ON THE PLANS FOR THE
 MEB- AC- 1, 2, & 3.
 3) PROVIDE MINIMUM VENTILATION CALCULATIONS ON THE PLAN
 IN COMPLIANCE WITH TABLE 403.3 FBC-10 MECHANICAL.
 PROVIDE A SCHEDULE ON THE PLAN INDICATING THE REQUIRED
 CFM'S OF O/A, AND THE TOTAL CFM'S TO BE PROVIDED.
 4) THE ELECTRICAL DRAWINGS ARE INDICATING BATTERY
 STORAGE IN THE BUILDING- REFER TO SECTION 502.4 FBC-10
 MECHANICAL- [F] 502.4 STATIONARY STORAGE BATTERY
 SYSTEMS.
 STATIONARY STORAGE BATTERY SYSTEMS, AS REGULATED BY THE
 FLORIDA FIRE PREVENTION CODE, SHALL BE PROVIDED WITH
 VENTILATION IN ACCORDANCE WITH THIS CHAPTER AND SECTION
 502.4.1 OR 502.4.2.
 EXCEPTION: LITHIUM-ION BATTERIES SHALL NOT REQUIRE
 VENTILATION.
 [F] 502.4.1 HYDROGEN LIMIT IN ROOMS.
 FOR FLOODED LEAD ACID, FLOODED NICKEL CADMIUM AND VRLA
 BATTERIES, THE VENTILATION SYSTEM SHALL BE DESIGNED TO
 LIMIT THE MAXIMUM CONCENTRATION OF HYDROGEN TO 1.0
 PERCENT OF THE TOTAL VOLUME OF THE ROOM.
 [F] 502.4.2 VENTILATION RATE IN ROOMS.
 CONTINUOUS VENTILATION SHALL BE PROVIDED AT A RATE OF
 NOT LESS THAN 1 CUBIC FOOT PER MINUTE PER SQUARE FOOT
 (CFM/FT2) [0.00508 M3/(S ? M2)] OF FLOOR AREA OF THE
 ROOM.
 5) SHEET H-MEB-01: PROVIDE A SEQUENCE OF OPERATION FOR
 THE AC SYSTEMS, INCLUDING HOW THE O/A INTAKES WILL BE
 CONTROLLED- REFERENCE SECTION 503.2.5.3 FBC-10 ENERGY
 CONSERVATION. WILL MOTORIZED DAMPERS BE INSTALLED?
 PLEASE NOTE THAT THERMOSTATS ARE NOT SHOWN ON THE PLAN.
 6) PROVIDE AN AIR DISTRIBUTION SCHEDULE ON THE PLAN
 LISTING MAKES AND MODELS AND SIZES OF ALL COMPONENTS
 INCLUDING DUCTS, DIFFUSERS, AND RETURN GRILLS.
 7) PROVIDE TYPICAL DUCT HANGING AND CONNECTION DETAILS
 IN ACCORDANCE WITH THE SMACNA 2005 STANDARD.
 8) PROVIDE TESTED AND APPROVED FIRE STOPPING SYSTEM
 DETAILS FOR ALL PIPES OR DUCTS PENETRATING FIRE-RATED
 WALLS.
 9) H-MEB-01: DUCT SMOKE DETECTORS ARE REQUIRED IN THE
 SUPPLY DUCTS OF THE AC SYSTEMS: PLEASE PROVIDE A SYMBOL
 ON THE PLAN TO SHOW THEIR LOCATIONS AND PROVIDE AN
 INSTALLATION DETAIL ON THE PLAN- SECTION 606.2.1 FBC-10
 MECHANICAL. PROVIDE INSTALLATION DETAILS FOR THE
 DEVICES, AND HOW THEY WILL BE SUPERVISED PER SECTION
 606.4.1.
 10) H-MEB-01: PROVIDE STRUCTURAL DETAILS FOR
 INSTALLATION OF THE CONDENSER PADS AND ENGINEERED WIND
 LOAD TIE-DOWN DETAILS FOR MOUNTING AC UNITS TO THE
 PADS- SECTION 301.12 FBC-10 MECHANICAL.
 11) BASED ON THE SOILS REPORT- PIPE BEDDING AND
 DEWATERING GUIDELINES, PLEASE PROVIDE PIPE TRENCH
 CROSS-SECTION DETAILS FOR TYPICAL INSTALLATIONS AND
 HIGH WATER TABLE INSTALLATIONS. INDICATE TRENCH
 DIMENSIONS, PIPE EMBEDMENT DEPTHS, BEDDING MATERIALS
 AND THICKNESSES, COMPACTION AND BACKFILLING
 SPECIFICATIONS.
 12) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPES SERVICING EACH TANK,
 FACILITY, OR BUILDING.
 13) PROVIDE A SUBMITTAL PACKAGE THAT INCLUDES A)
 FLORIDA PRODUCT APPROVALS AND/OR MIAMI DADE NOA'S FOR
 ALL PRODUCTS REGULATED BY FAC RULE 9N-3 REVIEWED AND
 APPROVED IN WRITING BY THE DESIGN PROFESSIONAL OF
 RECORD (HVAC ROOF CURBS, EXHAUST FANS AND CURBS,
 EXHAUST AND INTAKE LOUVERS, ETC.). B) MANUFACTURER'S
 PRODUCT DATA SHEETS FOR THE AC SYSTEMS, ROOF MOUNTED
 EXHAUST FANS, DS DETECTORS, O/A DAMPERS, ELECTRONIC
 CONTROLS, PIPING AND FITTINGS, AND PIPE INSULATION ETC.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-12-02 Cont ID  
Sent By tklarge Date 2015-11-09 Time 06:05 Rev Time 0.00
Received By tklarge Date 2015-11-09 Time 05:01 Sent To  
Notes
2015-11-09 05:53:54PROVISO
  
 1) SHT.0371-A-MEB-03 - THE ROOF DRAIN CALCULATION TABLE
 CALLS OUT 8" X 8" SCUPPERS AND OVERFLOW SCUPPERS BUT
 SHT. 0386-A-ADF-08 - DETAILS 0750009, 0763009 & 0763010
 SHOW THE SCUPPERS AS 4" X 8". CLARIFY.
 2) ) SHT.0369 - A-MEB-01 STATES THAT RESTROOMS ARE
 WITHIN 500 FEET OF THIS STRUCTURE AND REFER TO SHT. C -
 GEN - 01 FOR LOCATION OF SAID RESTROOMS. SHT. C -
 GEN-01 DOES NOT IDENTIFY WHICH ADJACENT BUILDING THE
 RESTROOMS ARE LOCATED AND DOES NOT STATE THAT THE
 RESTROOMS ARE WITHIN THE 500 FEET PARAMETERS. WPB
 AMEND. TO FBC SEC. 107.2.1, 2010 FBC-PLUMBING
 SEC.403.3.2. 3RD REQUEST.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-10-24 Cont ID  
Sent By tklarge Date 2015-10-24 Time 06:41 Rev Time 0.00
Received By tklarge Date 2015-10-24 Time 05:30 Sent To  
Notes
2015-10-24 06:20:591) SHT.0369 - A-MEB-01 STATES THAT RESTROOMS ARE WITHIN
 500 FEET OF THIS STRUCTURE AND REFER TO SHT. 0013 - C -
 GEN - 01 FOR LOCATION OF SAID RESTROOMS. SHT.0013 - C -
 GEN DOES NOT IDENTIFY WHICH ADJACENT BUILDING THE
 RESTROOMS ARE LOCATED AND DOES NOT STATE THAT THE
 RESTRROMS ARE WITHIN THE 500 FEET PARAMETERS. WPB
 AMEND. TO FBC SEC. 107.2.1.
 2) SHT. 0371- A - MEB - 03 APPEARS TO SHOW THE PRIMARY
 SCUPPERS LOCATED IN THE COLUMNS AND THE RESPONSE
 NARRATIVE FROM THE DESIGN TEAM REFERS TO DETAIL
 A/SHT.0373 - A - MEB - 05 FOR THE WALL SECTION SHOWING
 THE SCUPPERS IN THE PARAPET. SHT. 0373 -A - MEB - 05 IS
 NOT INCLUDED IN THIS SET OF PLANS.PLEASE INCLUDE THIS
 SHEET FOR REVIEW .WPB AMEND. TO FBC SEC. 107.2.1.
 3) SHT. 0371- A - MEB - 03 - FBC 2010 SEC.1503.4.2.1
 OVERFLOW SCUPPERS - OVERFLOW SCUPPERS SHALL BE LOCATED
 NO LESS THAN 2 INCHES NOR MORE THAN 4 INCHES ABOVE THE
 FINISHED ROOF COVERING AND SHALL BE LOCATED AS CLOSE AS
 PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR
 WALL AND PARAPET SCUPPERS. NOTE # 2 STATES THE OVERFLOW
 SCUPPER WILL BE 3 INCHES ABOVE THE PRIMARY SCUPPER.
 INCLUDE IN THE NOTE THAT THE OVERFLOW SCUPPER SHALL BE
 NO LESS THAN 2 INCHES NOR MORE THAN 4 INCHES ABOVE THE
 FINISHED ROOF SURFACE.THIS IS THE LANGUAGE IN THE CODE.
 NOTE #2 STATES "3 INCHES ABOVE THE PRIMARY SCUPPER".
 THIS COULD POSSIBLY BE MISINTERPRETED AS MEANING THE
 TOP OF THE SCUPPER.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-22 Cont ID  
Sent By tklarge Date 2015-07-22 Time 06:22 Rev Time 0.00
Received By tklarge Date 2015-07-22 Time 06:41 Sent To  
Notes
2015-07-22 06:32:201) THE SCUPPERS SHALL BE SIZED IN ACCORDANCE WITH TABLE
 1106.7, NOT 1106.1 AS SHOWN. SHOW THAT THE CALCULATIONS
 INCLUDE 1/2 THE AREA OF ANY VERTICAL WALL THAT DIVERTS
 RAINWATER TO THE ROOF PER 2010 FBC-PLUMBING SEC.
 1106.4.
 2) SHT. A-MEB-01 STATES THAT RESTROOMS ARE WITHIN 500
 FEET OF THIS STRUCTURE AND REFER TO SHT. C-GEN-01.
 SUBMIT THIS SHEET FOR REVIEW WITH THIS SET OF PLANS.
 WPB AMEND. TO FBC SEC. 107.2.1.
 3) SHT. A-MEB-03 SHOWS THE PRIMARY SCUPPERS LOCATED IN
 THE COLUMNS.PIPES, CONDUIT AND SLEEVES EMBEDDED IN
 CONCRETE SHALL COMPLY WITH 2010 FBC-BUILDING,
 SEC.1906.3.
 4) FBC 2010 SEC.1503.4.2.1 OVERFLOW SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
 5) THE SIZING OF THE ROOF SCUPPERS SHALL BE BASED ON A
 RAINFALL RATE OF 5 INCHES. THERE IS NO 4.5 INCH
 RAINFALL RATE SO IT MUST BE ROUNDED UP TO 5 INCHES.
 6) SHT. H-STD-01 - DETAIL 01 - SHOW THE SIZE OF THE
 CONDENSATE DRAIN.
  
 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 2015-12-03 Cont ID  
Sent By skennedy Date 2015-12-03 Time 10:47 Rev Time 0.00
Received By skennedy Date 2015-12-03 Time 10:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-09-08 Cont ID  
Sent By jroach Date 2015-09-08 Time 13:42 Rev Time 0.00
Received By jroach Date 2015-09-08 Time 13:42 Sent To  
Notes
***NONE***


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