Plan Review Details - Permit 17110003
Plan Review Stops For Permit 17110003
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-01-29 Cont ID  
Sent By aclange Date 2018-01-29 Time 10:40 Rev Time 0.00
Received By aclange Date 2018-01-29 Time 10:32 Sent To  
Notes
2018-01-29 10:40:17PREVIOUSLY ADDED PRIVISOS.
  
 IMPACT FEES PASSED REVIEW.
  
 THRESHOLD - RESIDENT INSPETOR FAILED REVIEW.
  
 ADDRESSING LABELS STILL MISSING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-01-18 Cont ID  
Sent By aclange Date 2018-01-18 Time 08:41 Rev Time 0.00
Received By aclange Date 2018-01-18 Time 08:38 Sent To  
Notes
2018-01-18 08:40:56 
 BUILDING PROVISOS / DEFERRED SUBMITTALS
  
  
  
 8) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 9A) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURERS INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 9B) ) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-01-11 Cont ID  
Sent By jwitmer Date 2018-01-11 Time 13:41 Rev Time 0.00
Received By aclange Date 2018-01-18 Time 08:37 Sent To  
Notes
2018-01-11 13:41:422014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17110003
 ADD: 2331 NORTHWOOD UNIVERSITY DR.
 CONT: CHINOOK CONSTRUCTION INC.
 TEL: 954-776-6700
 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:
 ACTION: DENIED
  
 1) THIS BUILDING BEING A NEW ATHLETIC BUILDING,
 CONSTRUCTION TYPE III-B/ TILT-WALL WILL REQUIRE A
 RESIDENT INSPECTOR FROM THE FOUNDATION, PLACEMENT OF
 STEEL IN THE WALL PANELS, POURING OF THE CONCRETE WALL
 PANELS, LIFTING AND PLACEMENT OF WALL PANELS, WALL
 CONNECTIONS, PLACEMENT OF ROOF BAR JOIST, BRACING, ROOF
 DECK AS WELL AS ALL COMPONENTS AND CLADDING WILL BE
 REQUIRED AT THE SITE.
 2014 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. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 2. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION (TILT WALL).
  
 1A)SEMI-COMPLIED. RESIDENT INSPECTOR FORMS MUST BE
 SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE
 BUILDING DEPARTMENT.
 MISSING SIGNATURES:
 OWNERS PAGE 4
 CONTRACTOR PAGE 5
 ARCHITECT PAGE 5
 STRUCTURAL ENGINEER PAGE 5
  
 1B-E) COMPLIED.
  
 1F) INFORMATIONAL, NO NEED TO RESPOND. PLEASE CALL THE
 CITY OF WEST PALM BEACHS AUTOMATED TELEPHONE
 INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS
 INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS.
  
 2) COMPLIED. GFA INTERNATIONAL SOILS REPORTS.
  
 3)COMPLIED. FINISH FLOOR ELEVATION 16.50 NAVD88.
  
 4-7 COMPLIED.
  
 8) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 9A) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURERS INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 9B) ) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 10A) ) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 W. P. B. 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..
  
 10B) BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS.
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 10C) 107.3.4.2 DEFERRED SUBMITTALS.
  
 11-12) COMPLIED
  
 13)2ND REQUEST. IMPACT FEES. BEFORE A PERMIT TO
 CONSTRUCT, MAY BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT SET OF PLANS MUST
 BE STAMPED BY THAT OFFICE, AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By jwitmer Date 2017-12-05 Time 11:02 Rev Time 0.00
Received By jwitmer Date 2017-11-20 Time 15:29 Sent To  
Notes
2017-12-04 17:41:552014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17110003
 ADD: 2331 NORTHWOOD UNIVERSITY DR.
 CONT: CHINOOK CONSTRUCTION INC.
 TEL: 954-776-6700
 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:
 ACTION: DENIED
  
 1) THIS BUILDING BEING A NEW ATHLETIC BUILDING,
 CONSTRUCTION TYPE III-B/ TILT-WALL WILL REQUIRE A
 RESIDENT INSPECTOR FROM THE FOUNDATION, PLACEMENT OF
 STEEL IN THE WALL PANELS, POURING OF THE CONCRETE WALL
 PANELS, LIFTING AND PLACEMENT OF WALL PANELS, WALL
 CONNECTIONS, PLACEMENT OF ROOF BAR JOIST, BRACING, ROOF
 DECK AS WELL AS ALL COMPONENTS AND CLADDING WILL BE
 REQUIRED AT THE SITE.
 2014 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. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
  
 2. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION (TILT WALL).
  
 1A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
  
 1B) 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.
  
 1C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D) COMPLIED. NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS
 ARE REQUIRED.
  
 1E) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND
 GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 RESIDENT INSPECTORS. COMMENT # 14. 3 COPIES OF ALL SHOP
 DRAWINGS (HANDRAILS, PRECAST JOINT AND SLABS, PRODUCT
 APPROVALS, TRUSSES, BAR JOIST, ETC.) MUST BE SUBMITTED
 TO THE BUILDING DEPARTMENT. TWO REVIEWED SETS OF
 DOCUMENTS WILL BE RETURNED TO THE JOB SITE BEFORE ANY
 OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 1F) INFORMATIONAL, NO NEED TO RESPOND. PLEASE CALL THE
 CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE
 INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS
 INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS.
  
 2) THE GFA INTERNATIONAL SOILS REPORTS, (3) WERE
 SUBMITTED BUT THEY ARE NOT ORIGINAL SIGNED AND SEALED
 DOCUMENTS. THEY WERE DOWNLOADED AND PRINTED. THE
 SIGNATURE WAS TO BE DIGITAL WITH THE COSIGN BEING ABLE
 TO VERIFY THE SIGNATURE.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 3) SHEET A3.0 AND SHEET S2.0 BOTH INDICATE THE FINISH
 FLOOR ELEVATION AT 0 FEET 0 INCHES. SHEET S2.0 NOTE # 2
 INDICATES SEE CIVIL FOR ACTUAL ELEVATION. CIVIL SHEET
 GN-1 NOTE # 4 INDICATES VERTICAL DATUM. NORTH AMERICAN
 VERTICAL DATUM OF ELEVATION = 1988 (NAVD 88) AND
 REFERENCED TO PALM BEACH COUNTY BENCHMARK (BIRCH)
 ELEVATION 19.04 CONVERSION EQUATION NAVD 88 = NGVD 29 -
 1.529.
 SHEET PD-0 STATE THE FINISH FLOOR FOR THE ATHLETIC
 BUILDING ARE A MINIMUM ELEVATION OF 16.50 AFF MINIMUM.
 IN THE BOTTOM LEFT HAND SIDE OF THE SAME SHEET IT
 STATES ELEVATIONS ARE REFER TO VERTICAL DATUM OF NAVD
 88. CONVERSION EQUATION: NAVD 88 = NGVD 29 ? 1.529.
  
 PLEASE NOTE AS OF OCT. 05/ 2017 THE CITY OF WEST PALM
 BEACH ADOPTED THE NEW FLOOD MAPS WHICH ARE IN NAVD 88.
 PLEASE REFERENCE NOT ONLY IN THE CIVIL BUT ALSO THE
 A3.0 AND S2.0 THE VERTICAL DATUM OF NAVD 88 AND THE
 FINISH FLOOR HEIGHT IN NAVD 88. THERE HAS BEEN A
 BUILDING THAT STARTED BUILDING 18 INCHES TO LOW. THIS
 BUILDING IS NOT IN A FLOOD ZONE REQUIRING A FLOOD
 ELEVATION CERTIFICATE AT THE POURING OF THE FLOOR SLAB.
 THAT WOULD BE WHEN IT WOULD BE CAUGHT IT WAS POURED TO
 LOW!!!! 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.
 THE CITY HAS BUILDINGS THAT ARE BEING BUILT UNDER BOTH
 VERTICAL DATUMS PERMITS THAT CAME IN BEFORE 10/05/17
 OLD VERTICAL DATUM (NGVD 29) AND AFTER OCT. 05/ 17 THE
 NEW VERTICAL DATUM (NAVD88).
  
 4) DISCREPANCY IN PLANS SHEET A2.0 UNDER THE HEADING
 BUILDING DATA INDICATES THE ROOF SYSTEM TO BE RIGID
 INSULATION ON METAL DECK. SHEET A6.1 DETAIL NUMBER 3
 INDICATES 3.1 INCHES OF RIGID ISO INSULATION BOARD
 MINIMUM R-19.
 THE ENERGY CALCULATIONS PAGE 4 INDICATES A R VALUE OF
 20.3 BATT INSULATION & 3/8 INCH BUILT UP ROOF. WHEREAS
 SHEET A6.1 DETAIL NUMBER 2 INDICATES FIBER TITE SM
 SINGLE PLY MEMBRANE ROOFING.
 PLEASE ALSO REVIEW THE SHEET S4.1 DETAIL 8 INDICATES A
 3 INCH CONCRETE ROOF ON METAL DECKING. THERE IS A
 DISCREPANCY BETWEEN THE ENERGY CALCULATIONS,
 ARCHITECTURAL SHEETS AND STRUCTURAL SHEETS AS TO THE
 ROOFING ASSEMBLY AND INSULATION.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED
 BY THE CODE, THE CONSTRUCTION DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING
 REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE
 REQUIRED TO BE INSTALLED.
  
 5) DISCREPANCY BETWEEN THE PLANS AND ENERGY
 CALCULATIONS. SHEET A4.0 LIST DOORS AND SHEET A11.0
 TYPES OF DOORS:
 DOOR NUMBER 01 & 11 AS ALUMINUM STOREFRONT
 DOOR NUMBERS 15, 16, 17, 20, 21, 22, 26, 28 & 29 AS
 FLUSH 1 ? INCH 16 GA. INSULATED H METAL DOORS WHEREAS
 THE ENERGY CALCS PAGE 08 INDICATE THE DOORS ARE TO BE
 2.25 SOLID CORE FLUSH DOORS. DISCREPANCY IN THE ENERGY
 CODE AND THE PLANS. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 6) SHEET A7.0 AND A7.1 ZONE 4 THE NEGATIVE PRESSURES
 ARE 2.9 LBS. LOW, ZONE 5 THE NEGATIVE PRESSURES ARE 4.2
 LBS. LOW EVEN WHEN YOU ARE FIGURING THE MEAN ROOF
 HEIGHT OF 15 FEET. FBC-B 1603.1.4 & TABLE 1609.7(2).
  
 7) SHEET S2.1 INDICATES THE ROOF PRESSURES FOR ROOF
 ZONES 1 AND 2, PRESSURES ARE GOOD, BUT THE PLANS DO NOT
 INDICATE A ROOF ZONE 3. ASCE 7-10 FIGURE 30.4-2A NOTE #
 5 REQUIRES THE PARAPET EQUAL TO OR HIGHER THAN 3 FEET
 IS PROVIDED AROUND THE PERIMETER OF THE ROOF WITH 0
 DEGREES AND NOT MORE THAN OR EQUAL TO 7 DEGREES. THE
 ROOF TOP PARAPET IS LESS THAN 3 FEET IN MANY AREAS.
 PLEASE PROVIDE THE ROOF TOP PRESSURES FOR ZONE 3.
  
 8) PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 9A) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 9B) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA
 REGISTERED PROFESSIONAL ENGINEER OR REGISTERED
 ARCHITECT. 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 10A) W. P. B. 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..
  
 10B)DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 10C) 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.
  
 11) SHEET A4.0 RESTROOMS 114, 118 & 121 ALL SHOW 6 OR
 MORE WATER CLOSETS AND OR COMBINATION OF WATER CLOSETS
 AND URINALS. PLEASE SHOW COMPLIANCE WITH THE 2014
 ACCESSIBILITY CODE 213.3.1 TOILET COMPARTMENTS. WHERE
 TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE TOILET
 COMPARTMENT SHALL COMPLY WITH 604.8.1. IN ADDITION TO
 THE COMPARTMENT REQUIRED TO COMPLY WITH 604.8.1, AT
 LEAST ONE COMPARTMENT SHALL COMPLY WITH 604.8.2 WHERE
 SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR WHERE
 THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX
 OR MORE FIXTURES.
 604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS.
 FIGURE 604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT
 604.8.2.1 SIZE.
 604.8.2.2 DOORS.
 604.8.2.3 GRAB BARS.
  
 12) SHEET A4.6 PLANS SHOWING TYPICAL A.D.A. COMPLIANCE
 DETAILS.
  
 12A) SIGNAGE AT DOORS, SIGNAGE CENTERED 60 INCHES ABOVE
 THE FLOOR. PLEASE REVIEW SECTION 703.4.1. FOR THE
 HEIGHT OF TACTILE CHARACTERS.
 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE
 CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES
 (BRAILLE, TOP OF BRAILLE, REACH RANGES) MINIMUM ABOVE
 THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
 BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES
 (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
 SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST
 TACTILE CHARACTER.
  
 12B) HIGH & LOW SIDE REACH RANGE SHOWS A 54 INCHES
 PLEASE REVIEW 2014 FBC-ACCESSIBILITY CODE 308.3.1.
  
 13) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-01-17 Cont ID  
Sent By jpearson Date 2018-01-17 Time 08:50 Rev Time 0.00
Received By jpearson Date 2018-01-17 Time 08:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-12-06 Cont ID  
Sent By jpearson Date 2017-12-06 Time 16:49 Rev Time 0.00
Received By jpearson Date 2017-12-06 Time 16:00 Sent To  
Notes
2017-12-06 16:49:30CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE CORRECT ADDRESS FOR PROJECT ON PLANS. FBC
 107.2.1
 2. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1
 3. WIREWAY FOR SERVICE NEEDS TO BE RATED FOR OUTSIDE
 ENVIRONMENT. PROVIDE CORRECTION. NEC 376.10
 4. RISER DIAGRAM SHOWS A TRANSFORMER INSTALLED OUTSIDE
 AFTER MAIN # 2. PROVIDE SPEC SHEETS FOR THIS UNIT,
 SHOWING IT IS RATED FOR OUTDOORS. NEC 110.3
 5. PROVIDE GFCI PROTECTION FOR ALL RECEPTACLE OUTLETS
 IN LOCKER ROOMS. NEC 210.8(B)(7)
 6. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
 8.4.2. PER THIS REQUIREMENT, THE FOLLOWING SHALL BE
 AUTOMATICALLY CONTROLLED: 1) AT LEAST 50% OF ALL
 125-VOLT, 15 AND 20 AMP RECEPTACLES, IN ALL PRIVATE
 OFFICES, CONFERENCE ROOMS, ROOMS USED PRIMARILY FOR
 PRINTING AND/OR COPYING FUNCTIONS, BREAK ROOMS,
 CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. 2) AT LEASE
 25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR MODULAR
 FURNITURE NOT SHOWN ON THE CONSTRUCTION DOCUMENTS. FBC
 EC 405.7.1
 7. PROVIDE BONDING DETAILS FOR THE WHIRLPOOL
 THERAPEUTIC TUBS. NEC 680.62(B) AND (C).
 8. WATER HEATER # 1 IS SHOWN TWICE ON PLAN AND PANEL
 SCHEDULES. EACH CIRCUIT IS REQUIRED TO HAVE A UNIQUE
 NAME. PROVIDE CORRECTION. NEC 408.4
 9. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING. NEC
 110.16
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2018-01-18 Cont ID  
Sent By Mgonzale Date 2018-01-18 Time   Rev Time 1.00
Received By mgonzale Date 2018-01-18 Time   Sent To I
Notes
2018-01-18 12:48:13PROJECT IS UNDER SEPARATE REVIEW THRU ENGINEERING
 SERVICES DEPT.
  
 MANNY GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By shill Date 2017-12-05 Time 11:32 Rev Time 0.00
Received By shill Date 2017-12-05 Time 11:32 Sent To  
Notes
2017-12-05 11:32:26A SEPARATE ENGINEERING PERMIT IS REQUIRED
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL IS REQUIRED PRIOR TO BUILDING
 PERMIT ISSUANCE
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-12-28 Cont ID  
Sent By pleduc Date 2017-12-28 Time   Rev Time 0.00
Received By pleduc Date 2017-12-27 Time 15:36 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-11-07 Cont ID  
Sent By pleduc Date 2017-11-07 Time   Rev Time 0.00
Received By pleduc Date 2017-11-07 Time 12:14 Sent To  
Notes
2017-11-07 14:09:13THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 2.0 - WITHIN THE BUILDING DATA BOX THERE IS
 AN INDICATION OF A FIRE SPRINKLER SYSTEM. THERE ARE NO
 FIRE SPRINKLER DOCUMENTS ATTACHED. SHOP DRAWINGS CAN
 NOT BE ACCEPTED WITHOUT SPRINKLER DOCUMENTS COMPLIANT
 WITH FS 61G REQUIREMENTS.
  
  
 PER THE FLORIDA BUILDING CODE:
  
 105.3.1.2
 NO PERMIT MAY BE ISSUED FOR ANY BUILDING CONSTRUCTION,
 ERECTION, ALTERATION, MODIFICATION, REPAIR, OR ADDITION
 UNLESS THE APPLICANT FOR SUCH PERMIT PROVIDES TO THE
 ENFORCING AGENCY WHICH ISSUES THE PERMIT ANY OF THE
 FOLLOWING DOCUMENTS WHICH APPLY TO THE CONSTRUCTION FOR
 WHICH THE PERMIT IS TO BE ISSUED AND WHICH SHALL BE
 PREPARED BY OR UNDER THE DIRECTION OF AN ENGINEER
 REGISTERED UNDER CHAPTER 471, FLORIDA STATUTES:
 2. FIRE SPRINKLER DOCUMENTS FOR ANY NEW BUILDING OR
 ADDITION WHICH INCLUDES A FIRE SPRINKLER SYSTEM WHICH
 CONTAINS 50 OR MORE SPRINKLER HEADS. PERSONNEL AS
 AUTHORIZED BY CHAPTER 633 FLORIDA STATUTES, MAY DESIGN
 A FIRE SPRINKLER SYSTEM OF 49 OR FEWER HEADS AND MAY
 DESIGN THE ALTERATION OF AN EXISTING FIRE SPRINKLER
 SYSTEM IF THE ALTERATION CONSISTS OF THE RELOCATION,
 ADDITION OR DELETION OF NOT MORE THAN 49 HEADS,
 NOTWITHSTANDING THE SIZE OF THE EXISTING FIRE SPRINKLER
 SYSTEM.
  
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 PLEASE PROVIDE FS 61G COMPLIANT DOCUMENTS WITH THIS
 MASTER PERMIT. SHOP DRAWINGS CAN THEN BE DEVELOPED AND
 SUBMITTED IN THE FUTURE.
  
 THESE DOCUMENTS WILL BE ACCEPTED IN WRITTEN NARRATIVE
 OR PLAN SHEET SUBMITTAL AS LONG AS THEY COMPLY AND ARE
 SIGNED AND SEALED BY AN ENGINEER OF RECORD.
  
  
  
 2) SHEET A 2.0 - A FIRE ALARM SYSTEM IS NOT INDICATED.
 PER NFPA 101, CHAPTER 12, NEW ASSEMBLY OCCUPANCIES A
 FIRE ALARM SYSTEM IS REQUIRED FOR THE BUILDING AND FIRE
 SPRINKLER MONOTORING.
  
 12.3.4 DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 12.3.4.1 GENERAL.
 12.3.4.1.1 ASSEMBLY OCCUPANCIES WITH OCCUPANT LOADS OF
 MORE THAN 300 AND ALL THEATERS WITH MORE THAN ONE
 AUDIENCE-VIEWING ROOM SHALL BE PROVIDED WITH AN
 APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH 9.6.1 AND
 12.3.4, UNLESS OTHERWISE PERMITTED BY 12.3.4.1.2.
 12.3.4.1.2 ASSEMBLY OCCUPANCIES THAT ARE A PART OF A
 MULTIPLE OCCUPANCY PROTECTED AS A MIXED OCCUPANCY (SEE
 6.1.14) SHALL BE PERMITTED TO BE SERVED BY A COMMON
 FIRE ALARM SYSTEM, PROVIDED THAT THE INDIVIDUAL
 REQUIREMENTS OF EACH OCCUPANCY ARE MET.
  
 PLEASE PROVIDE AN APPLICABLE NOTE INDICATING THAT FIRE
 ALARM SHOP DRAWINGS WILL BE SUBMITTED.
  
  
  
 3) SHEETS A 7.0 & 8.0 - THERE ARE INDICATIONS OF
 LIGHTWEIGHT ROOF TRUSS CONSTRUCTION ELEMENTS.
  
 PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.
 ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT
 RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES
 HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A
 MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND
 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.
 THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO
 THE LEFT OF THE MAIN ENTRY DOOR.
 A. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 B. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 C. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PLEASE PROVIDE AN APPLICABLE NOTE FOR THE REQUIRED R
 TRUSS SIGN.
  
  
  
  
 4) SHEET 11.0 - THE DOOR SCHEDULE INDICATES LEVER
 LOCKSETS AND DEADBOLTS ON EXIT DOORS.
  
 PER NFPA 101, CHAPTER 12, NEW ASSEMBLEY OCCUPANCIES
 PANIC HARDWARE IS REQUIRED.
  
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING AN OCCUPANT LOAD OF 100 OR MORE PERSONS
 SHALL BE PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK
 ONLY IF THE LATCH OR LOCK IS PANIC HARDWARE OR FIRE
 EXIT HARDWARE COMPLYING WITH 7.2.1.7, UNLESS OTHERWISE
 PERMITTED BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 LOCKS AS PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO
 ACCESS-CONTROLLED EGRESS DOORS AS PERMITTED IN
 12.2.2.2.6.
 12.2.2.2.4 LOCKING DEVICES COMPLYING WITH 7.2.1.5.5
 SHALL BE PERMITTED TO BE USED ON A SINGLE DOOR OR A
 SINGLE PAIR OF DOORS IF BOTH OF THE FOLLOWING
 CONDITIONS APPLY:
 (1) THE DOOR OR PAIR OF DOORS SERVE AS THE MAIN EXIT
 AND THE ASSEMBLY OCCUPANCY HAS AN OCCUPANT LOAD NOT
 GREATER THAN 500.
 (2) ANY LATCHING DEVICES ON SUCH A DOOR(S) FROM AN
 ASSEMBLY OCCUPANCY HAVING AN OCCUPANT LOAD OF 100 OR
 MORE ARE RELEASED BY PANIC HARDWARE OR FIRE EXIT
 HARDWARE.
  
 PLEASE PROVIDE THE REQUIRED DEVICES ON ALL EXIT DOORS.
  
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-02-01 Cont ID  
Sent By aclange Date 2018-02-01 Time 14:14 Rev Time 0.00
Received By aclange Date 2018-01-31 Time 11:47 Sent To  
Notes
2018-02-01 11:48:04GIVEN TO ACLANGE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-01-29 Cont ID  
Sent By aclange Date 2018-01-29 Time 10:40 Rev Time 0.00
Received By aclange Date 2018-01-23 Time 14:39 Sent To  
Notes
2018-01-25 13:36:501/25 ROUTED PLAN WHICH WAS RETURNED FROM IMPACT FEE TO
 GJ DESK, PUT WITH THE OTHER TWO SETS
  
2018-01-24 14:39:34RESUB ROUTED TO GJOHNSON
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-01-19 Cont ID  
Sent By shill Date 2018-01-19 Time 17:54 Rev Time 0.00
Received By shill Date 2017-12-22 Time 16:23 Sent To  
Notes
2017-12-22 16:23:25C40
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-12-15 Cont ID  
Sent By eschneid Date 2017-12-15 Time 10:34 Rev Time 0.00
Received By eschneid Date 2017-11-01 Time 15:02 Sent To  
Notes
2017-11-02 15:02:51C40
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2018-01-29 Cont ID  
Sent By aclange Date 2018-01-29 Time 09:19 Rev Time 0.00
Received By aclange Date 2018-01-29 Time 09:08 Sent To  
Notes
2018-01-29 09:22:01PALM BEACH COUNTY IMPACT FEE PAID
 RECEPT # 2018 0126 70
 TRACKING # MU 2018 002470 0000
 1/25/18 $1,837.39
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-01-11 Cont ID  
Sent By jwitmer Date 2018-01-11 Time 13:42 Rev Time 0.00
Received By jwitmer Date 2018-01-11 Time 10:37 Sent To  
Notes
2018-01-11 13:42:34IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-12-05 Cont ID  
Sent By jwitmer Date 2017-12-05 Time 11:03 Rev Time 0.00
Received By jwitmer Date 2017-11-20 Time 15:30 Sent To  
Notes
2017-12-05 11:01:05IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-01-12 Cont ID  
Sent By ccole Date 2018-01-11 Time 13:36 Rev Time 0.00
Received By ccole Date 2018-01-11 Time 11:44 Sent To  
Notes
2018-01-11 14:19:27MECHANICAL PROVISO:
  
 COMMISSIONING OF THE HVAC SYSTEMS AND ELECTRICAL
 LIGHTING REQUIRED.
  
 COMMISSIONING REPORT REQUIRED FOR CO
  
 CCOLE- 1/12/18
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-11-28 Cont ID  
Sent By ccole Date 2017-11-28 Time 15:08 Rev Time 0.00
Received By ccole Date 2017-11-28 Time 15:08 Sent To  
Notes
2017-11-28 15:58:551ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 CODES
 PERMIT #17110003
 11/28/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS M-1.1 & M-2.1: THE EXHAUST CALCULATIONS ARE
 INDICATING 1940 CFMS OF EXHAUST PROVIDED FOR THE
 LOCKER/RESTROOMS/SHOWERS FOR BOTH RTU-3 & 4, HOWEVER
 THE FLOOR PLAN DRAWING IS INDICATING 2540 CFMS OF
 EXHAUST FROM THE LOCKERS/SHOWERS/RESTROOMS FOR EACH OF
 THE SYSTEMS, AND AN ADDITIONAL 350 CFMS OF
 RETURN/EXHAUST FROM THE OFFICES FOR EACH SYSTEM. BEING
 THAT THE
  
 ERV'S HAVE CAPACITIES OF 1940 CMS, IT APPEARS THAT
 RECIRCULATION OF AIR EXCEEDING 10% OF THE SUPPLY AIR
 STREAMS WILL OCCUR- SEE TABLE 403.3 FOOTNOTE G.
  
 2) SHEET M-2.1: INDICATE THE AMOUNT OF MAKEUP AIR BEING
 TRANSFERRED FROM THE CORRIDOR INTO THE LOCKER ROOMS-
 REFER TO SECTION 601.2.
  
 3) PLEASE PROVIDE MORE INFORMTION ABOUT THE LAUNDRY
 ROOM IN COMPLIANCE WITH SECTION 504. A) INDICATE THE
 NUMBER OF DRYERS IN THE ROOM AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS. B) CLARIFY IF THE 8" EXHAUST DUCT IS A
 COMMON EXHAUST DUCT FOR MULTIPLE DRYERS, AND PROVIDE AN
 ELEVATION DRAWING. C) PROVIDE A MAKEUP AIR CALCULATION
 INDICATING WHAT IS REQUIRED AND WHAT WILL BE PROVIDED.
  
 4) PLEASE SEE SHEETS S4.1 & M-3.1. THE DETAILS PROVIDED
 FOR ATTACHING THE RTU'S TO THE CURBS, AND ATTACHING THE
 CURBS TO THE ROOF STRUCTURE DO NOT MATCH. PLEASE
 PROVIDE CONSISTENT ENGINEERED DETAILS THAT ARE
 COMPLIANT WITH SECTION 1609 FBC-14 BUILDING.
  
 5) PROVIDE CONDENSATE DISPOSAL PLANS FOR THE RTU'S.
 PROVIDE TYPES AND SIZES OF PIPING, PIPING RUNS AND
 DISCHARGE LOCATIONS, AND PIPING INSULATION DETAILS-
 SECTION 307.
  
 6) COMMISSIONING OF THE MECHANICAL SYSTEMS IS REQUIRED
 IN ACCORDANCE WITH SECTION C408.2 FBC-14 ENERGY
 CONSERVATION. PROVIDE A COMMISSIONING PLAN IN
 ACCORDANCE WITH SECTION C408.2.1. PLEASE NOTE THAT A
 COMMISSIONING REPORT IS REQUIRED TO PASS THE FINAL
 MECHANICAL INSPECTION- SEE SECTIONS C408.2.4-
 C408.2.5.4.
  
 7) THE ENGINEER OF RECORD ERIC J. SVOBODA P.E. SHALL
 PROVIDE HIS RAISED OR INK SEAL ON THE CERTIFICATIONS
 PAGE OF THE ENERGYGAUGE COMPLIANCE FORM- SEE SECTION
 C103.1.1.1.2.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-01-27 Cont ID  
Sent By gjohnson Date 2018-01-27 Time 10:31 Rev Time 0.00
Received By gjohnson Date 2018-01-27 Time 10:31 Sent To  
Notes
2018-01-27 10:39:59PROVISO:
  
  
 BEFORE PERMIT IS ISSUED PLEASE CORRECT THE FOLLOWING,
 IT CAN BE DONE WHEN THE PERMIT IS PICKED UP.
  
 1. REPLACE STICKERS ON THE COVER SHEETS OF ALL THREE
 PLAN SETS THAT HAVE THE INCORRECT ADDRESS ON THEM.
  
 2. SECURELY STAPLE ALL THREE PLAN SETS.
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-01-17 Cont ID  
Sent By gjohnson Date 2018-01-17 Time 17:39 Rev Time 0.00
Received By gjohnson Date 2018-01-17 Time 17:39 Sent To  
Notes
2018-01-17 17:07:231ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS NOT COMPLIED:
  
 1. PREVIOUS COMMENT #1 IN THE TITLE BLOCK ON THE PLAN
 IT SHOWS THE ADDRESS AS 2600 MILITARY TRAIL, PER THE
 PERMIT THE ADDRESS SHOULD BE 2331 NORTHWOOD UNIVERSITY
 DRIVE PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1 NEW
 COMMENT THE ADDRESS ON COVER SHEET AND MULTIPLE PLAN
 SEETS WAS CHANGED TO 2331 MILITARY TRAIL WPB THIS
 ADDRESS IS INCORRECT THE CORRECT ADDRESS SHALL BE 2331
 NORTHWOOD UNIVERSITY DR WPB
  
 2. PREVIOUS COMMENT #7 (C) 608.2.1 TRANSFER TYPE SHOWER
 COMPARTMENTS.
 TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES
 (915 MM) BY 36 INCHES (915 MM) CLEAR INSIDE DIMENSIONS
 MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND
 SHALL HAVE A 36 INCH (915 MM) WIDE MINIMUM ENTRY ON THE
 FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36 INCHES
 (915 MM) WIDE MINIMUM BY 48 INCHES (1220 MM) LONG
 MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE
 PROVIDED. NEW SHT. A.4.1 SHOWS DIMENSION OF 38" PLEASE
 CORRECT TRANSFER TYPE SHOWERS SHALL BE 36" X 36" INSIDE
 FINISH
  
 3. PREVIOUS COMMENTS #7 ( G) 610.3.2 L-SHAPED SEATS.
 THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 21/2 INCHES
 (64 MM) MAXIMUM AND THE FRONT EDGE 15 INCHES (380 MM)
 MINIMUM AND 16 INCHES (405 MM) MAXIMUM FROM THE SEAT
 WALL. THE REAR EDGE OF THE "L" PORTION OF THE SEAT
 SHALL BE 11/2 INCHES (38 MM) MAXIMUM FROM THE WALL AND
 THE FRONT EDGE SHALL BE 14 INCHES (355 MM) MINIMUM AND
 15 INCHES (380 MM) MAXIMUM FROM THE WALL. THE END OF
 THE ?L? SHALL BE 22 INCHES (560 MM) MINIMUM AND 23
 INCHES MAXIMUM (585 MM) FROM THE MAIN SEAT WALL. NEW
 NOT SHOWN ON TRANSFER TYPE SHOWER DETAIL.
  
 4. PREVIOUS COMMENT #9 SHT. A4.6 DETAIL , TYPICAL ADA
 TOILET STALL THE DIMENSION OF THE WC OFF SIDE WALL
 SHALL BE 16? MIN AND 18? MAX, THE DIMENSION SHOWN
 17"MIN 19"MAX IS FOR AMBULATORY STALLS ONLY. PER FBC
 ACC 604.2 NEW DETAIL STILL SHOWS A DIMENSION OF 17" -
 19"
  
 5. PREVIOUS COMMENT #21 ALL DRY VENTS SHALL COMPLY WITH
 FBC PL
 A) 905.3 VENT CONNECTION TO DRAINAGE SYSTEM.
 EVERY DRY VENT CONNECTING TO A HORIZONTAL DRAIN SHALL
 CONNECT ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN
 PIPE.
 B) 905.4 VERTICAL RISE OF VENT.
 EVERY DRY VENT SHALL RISE VERTICALLY TO A POINT NOT
 LESS THAN 6 INCHES (152 MM) ABOVE THE FLOOD LEVEL RIM
 OF THE HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED.
 NEW ALL DRY VENTS SHALL CONNECT TO THE TOP OF
 HORIZONTAL DRAIN AND SHALL RISE VERTICALLY ABOVE FLOOD
 LEVEL RIM OF FIXTURE IF THE DRY VENT DOES NOT RUN UP
 DIRECTLY INTO A WALL IT WILL BE EXPOSED ABOVE THE SLAB.
 THIS COMMENT IS REFERRING TO THE DRY VENTS ON THE
 CIRCUIT VENT FOR THE WC AND SH IN RM 114, 117, 122
  
 NEW COMMENTS:
  
 1. PROVIDE ISOMETRIC FOR STORM DRAIN. PER WPB AMEND TO
 FBC 107.3.5.1.3(13)
  
 2. SHOW THE SLOPE OF THE HORIZONTAL STORM PIPING. PER
 FBC PL 1106.3
  
 3. THE UF FAUCET FOR THE PHYSICAL THERAPY TUB SHALL
 HAVE A WATER TEMPERATURE LIMITING DEVISE PER FBC PL
 424.5 BATHTUB AND WHIRLPOOL BATHTUB VALVES.
 THE HOT WATER SUPPLIED TO BATHTUBS AND WHIRLPOOL
 BATHTUBS SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF
 120?F (49?C) BY A WATER-TEMPERATURE LIMITING DEVICE
 THAT CONFORMS TO ASSE 1070 OR CSA B125.3, EXCEPT WHERE
 SUCH PROTECTION IS OTHERWISE PROVIDED BY A COMBINATION
 TUB/SHOWER VALVE IN ACCORDANCE WITH SECTION 424.3.
  
 4. PLEASE PROVIDE MANUFACTURE SPEC AND INSTALLATION
 GUIDE FOR LINT INTERCEPTOR. PER WPB AMEND TO FBC
 107.2.1
  
 5. PLEASE LABEL HOT RETURN AND COLD PIPING ALONG THE
 RUN ON THE WATER ISOMETRIC. PER WPB AMEND TO FBC
 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-12-01 Cont ID  
Sent By gjohnson Date 2017-12-01 Time 12:23 Rev Time 0.00
Received By gjohnson Date 2017-11-29 Time 13:49 Sent To  
Notes
2017-11-29 13:50:181ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: TO EXPEDITE APPROVAL I SUGGEST A
 MEETING TO GO OVER COMMENTS.
  
 1. IN THE TITLE BLOCK ON THE PLAN IT SHOWS THE ADDRESS
 AS 2600 MILITARY TRAIL, PER THE PERMIT THE ADDRESS
 SHOULD BE 2331 NORTHWOOD UNIVERSITY DRIVE PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 2. SHT. A2.0 FOR THE PLUMBING FIXTURE COUNT IN THE
 PUBLIC STADIUM BATHROOMS FOR THE REQUIRED WOMEN?S WC IT
 SHALL BE 8. PER FBC PL TABLE 403.1
  
 3. SHT. A2.0 THE FAMILY BATHROOM CAN ONLY BE USED IN
 THE FIXTURE COUNT FOR 1 SEX EITHER MEN?S OR WOMEN?S NOT
 BOTH. PER FBC PL 403.1.2
  
 4. IN BATHROOMS 121 AND 118 A MIN OF ONE OF THE WC
 STALLS SHALL BE AMBULATORY PER FBC ACC 213.3.1 AND
 SHALL COMPLY WITH FBC ACC 604.8.2
  
 5. THE SINK IN THE REFRESHMENT TABLE SHALL COMPLY WITH
 FBC ACC 606 PLEASE SHOW COMPLIANCE WITH FBC ACC 606.3
  
 6. SHT. A4.3 DETAILS J PLEASE CLARIFY THE DIMENSION OF
 3?-5?. PER WPB AMEND TO FBC 107.2.1
  
 7. PLEAS SHOW COMPLIANCE WITH FBC ACC
  
 A) 608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THE CONTROLS,
 FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON
 THE SIDE WALL OPPOSITE THE SEAT 38 INCHES (965 MM)
 MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE
 SHOWER FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL
 15 INCHES (380 MM) MAXIMUM FROM THE CENTERLINE OF THE
 SEAT TOWARD THE SHOWER OPENING.
  
 B) 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, THE
 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES (1220 MM) ABOVE THE SHOWER FLOOR. WHERE A SEAT
 IS PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY
 UNIT SHALL BE LOCATED ON THE SIDE WALL ADJACENT TO THE
 SEAT 27 INCHES (685 MM) MAXIMUM FROM THE SIDE WALL
 BEHIND THE SEAT OR SHALL BE LOCATED ON THE BACK WALL
 OPPOSITE THE SEAT 15 INCHES (380 MM) MAXIMUM, LEFT OR
 RIGHT, OF THE CENTERLINE OF THE SEAT. WHERE A SEAT IS
 NOT PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY
 UNIT SHALL BE INSTALLED ON THE SIDE WALL FARTHEST FROM
 THE COMPARTMENT ENTRY.
  
 C) 608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES
 (915 MM) BY 36 INCHES (915 MM) CLEAR INSIDE DIMENSIONS
 MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND
 SHALL HAVE A 36 INCH (915 MM) WIDE MINIMUM ENTRY ON THE
 FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36 INCHES
 (915 MM) WIDE MINIMUM BY 48 INCHES (1220 MM) LONG
 MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE
 PROVIDED.
  
 D) 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 36
 INCHES (915 MM) WIDE AND 60 INCHES (1525 MM) DEEP
 MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER
 POINTS OF OPPOSING SIDES. A 36 INCH (915 MM) WIDE
 MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG
 SIDE OF THE COMPARTMENT.
  
 E) 608.3.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 IN TRANSFER TYPE COMPARTMENTS, GRAB BARS SHALL BE
 PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A
 POINT 18 INCHES (455 MM) FROM THE CONTROL WALL.
  
 F) 608.3.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, GRAB
 BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE
 WALL FARTHEST FROM THE COMPARTMENT ENTRY. GRAB BARS
 SHALL NOT BE PROVIDED ABOVE THE SEAT. GRAB BARS SHALL
 BE INSTALLED 6 INCHES (150 MM) MAXIMUM FROM ADJACENT
 WALLS.
  
 G) 610.3.2 L-SHAPED SEATS.
 THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 21/2 INCHES
 (64 MM) MAXIMUM AND THE FRONT EDGE 15 INCHES (380 MM)
 MINIMUM AND 16 INCHES (405 MM) MAXIMUM FROM THE SEAT
 WALL. THE REAR EDGE OF THE ?L? PORTION OF THE SEAT
 SHALL BE 11/2 INCHES (38 MM) MAXIMUM FROM THE WALL AND
 THE FRONT EDGE SHALL BE 14 INCHES (355 MM) MINIMUM AND
 15 INCHES (380 MM) MAXIMUM FROM THE WALL. THE END OF
 THE ?L? SHALL BE 22 INCHES (560 MM) MINIMUM AND 23
 INCHES MAXIMUM (585 MM) FROM THE MAIN SEAT WALL.
  
 H) 610.3.1 RECTANGULAR SEATS.
 THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 21/2
 INCHES (64 MM) MAXIMUM AND THE FRONT EDGE 15 INCHES
 (380 MM) MINIMUM AND 16 INCHES (405 MM) MAXIMUM FROM
 THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 11/2
 INCHES (38 MM) MAXIMUM FROM THE ADJACENT WALL.
  
  
 8. PLEASE PROVIDE A SCHEDULE FOR SHTS. A4.4, A4.5, A9.0
 LISTING THE LOCATIONS FROM THE LETTERS THAT THE DETAILS
 ARE LABELED WITH. PER WPB AMEND TO FBC 107.2.1
  
 9. SHT. A4.6 DETAIL , TYPICAL ADA TOILET STALL THE
 DIMENSION OF THE WC OFF SIDE WALL SHALL BE 16? MIN AND
 18? MAX, THE DIMENSION SHOWN 17?MIN 19?MAX IS FOR
 AMBULATORY STALLS ONLY. PER FBC ACC 604.2
  
 10. SHT. A6.0 THE ROOF DRAIN CALCULATIONS SHOW AREA A
 ONLY PLEASE SHOW THE REST OF THE ROOF. PER WPB AMEND TO
 FBC 107.2.1
  
 11. SHT. P-2.2 SHOWS SQFT OF AREA A AS 3890 THE
 CALCULATION ON SHT A6.0 LIST THE TOTALS AT 4092 PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 12. SHT. P2.2 PLEASE LABEL EMERGENCY SCUPPER DRAINS.
 PER WPB AMEND TO FBC 107.2.1
  
 13. SHTS. P-2.3 AND WS-1 PLEASE PLACE NOTE ON PLAN. A
 SEPARATE PERMIT WITH MANUFACTURE SPECIFICATIONS IS
 REQUIRED FOR THE BACKFLOWS ON DOMESTIC WATER AND FIRE
 LINE. PER WPB UTILITIES DEPT.
  
 14. THE LAVATORY?S SHALL BE LIMITED TO TEMPERED WATER
 ONLY, BY A TEMPERATURE LIMITING DEVISE THAT CONFORMS TO
 ASSE 1070 THE TWO LEONARD MIXING VALVES LISTED IN THE
 EQUIPMENT SCHEDULE, CONFORM TO ASSE 1017 ONLY. THE
 WATTS LFUSG-B-M2 LISTED AS A TEMPERING VALVE UNDER THE
 MISCELLANEOUS PLUMBING SCHEDULE COMPLIES WITH ASSE 1070
 AND FBC PL 416.5 PLEASE SHOW VALVES INSTALLED ON
 ISOMETRIC DRAWING. PER WPB AMEND TO FBC 107.2.1
  
 15. PLEASE SHOW TRAP PRIMERS ON ALL FLOOR DRAINS ON THE
 ISOMETRIC DRAWINGS. PER FBC PL 1002.4
  
 16. SHT. P-4 THE KITCHEN SINK IN THE STORAGE ROOM IS
 LABELED HS ON THE ISOMETRIC DRAWING PLEASE CLARIFY. PER
 WPB AMEND TO FBC 107.2.1
  
 17. THE FLOOR SINK FOR THE ICE MACHINE IS NOT VENTED IT
 SHALL COMPLY WITH FBC PL 901.2.1
  
 18. PLEASE CLEARLY LABEL ICE MACHINE ON THE PLUMBING
 FLOOR PLAN. PER WPB AMEND TO FBC 107.2.1
  
 19. A BACKFLOW IS REQUIRED ON WATER SUPPLY FOR THE ICE
 MACHINE. PER FBC PL 608.3
  
 20. WHAT IS THE UF IN THE PHYSICAL THERAPY ROOM BEING
 USED FOR PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 21. ALL DRY VENTS SHALL COMPLY WITH FBC PL
  
 A) 905.3 VENT CONNECTION TO DRAINAGE SYSTEM.
 EVERY DRY VENT CONNECTING TO A HORIZONTAL DRAIN SHALL
 CONNECT ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN
 PIPE.
  
 B) 905.4 VERTICAL RISE OF VENT.
 EVERY DRY VENT SHALL RISE VERTICALLY TO A POINT NOT
 LESS THAN 6 INCHES (152 MM) ABOVE THE FLOOD LEVEL RIM
 OF THE HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED.
  
  
 22. SHT. P-4 THE DRY VENT AT THE END OF THE BRANCH
 DRAIN FOR THE FLOOR DRAINS IN THE WEIGHT ROOM, THE DRY
 VENT AT THE END OF THE BRANCH DRAIN FOR PHYSICAL
 THERAPY ROOM, THE DRY VENT AT THE END OF THE BRANCH
 DRAIN FOR THE GANG SHOWERS AND THE DRY VENT IN THE
 MIDDLE OF THE BRANCH DRAIN FOR THE GANG WC IN THE
 WOMEN?S STADIUM BATHROOM DO NOT COMPLY WITH FBC PL
 905.3 AND 905.4 AND SHALL BE REMOVED FROM PLAN AND CODE
 COMPLIANT DRY VENTS ADDED IN PROPER LOCATIONS.
  
 23. THE CIRCUIT VENTS SHALL COMPLY WITH FBC PL
  
 A) 914.1 CIRCUIT VENT PERMITTED.
 A MAXIMUM OF EIGHT FIXTURES CONNECTED TO A HORIZONTAL
 BRANCH DRAIN SHALL BE PERMITTED TO BE CIRCUIT VENTED.
 EACH FIXTURE DRAIN SHALL CONNECT HORIZONTALLY TO THE
 HORIZONTAL BRANCH BEING CIRCUIT VENTED. THE HORIZONTAL
 BRANCH DRAIN SHALL BE CLASSIFIED AS A VENT FROM THE
 MOST DOWNSTREAM FIXTURE DRAIN CONNECTION TO THE MOST
 UPSTREAM FIXTURE DRAIN CONNECTION TO THE HORIZONTAL
 BRANCH.
  
 B) 914.1.1 MULTIPLE CIRCUIT-VENTED BRANCHES.
 CIRCUIT-VENTED HORIZONTAL BRANCH DRAINS ARE PERMITTED
 TO BE CONNECTED TOGETHER. EACH GROUP OF A MAXIMUM OF
 EIGHT FIXTURES SHALL BE CONSIDERED A SEPARATE CIRCUIT
 VENT AND SHALL CONFORM TO THE REQUIREMENTS OF THIS
 SECTION.
  
 C) 914.2 VENT CONNECTION.
 THE CIRCUIT VENT CONNECTION SHALL BE LOCATED BETWEEN
 THE TWO MOST UPSTREAM FIXTURE DRAINS. THE VENT SHALL
 CONNECT TO THE HORIZONTAL BRANCH AND SHALL BE INSTALLED
 IN ACCORDANCE WITH SECTION 905. THE CIRCUIT VENT PIPE
 SHALL NOT RECEIVE THE DISCHARGE OF ANY SOIL OR WASTE.
  
 1) THE CIRCUIT VENT FOR THE GANG SHOWERS SHALL HAVE A
 DRY VENT LOCATED BETWEEN THE 1ST AND 2ND MOST UPSTREAM
 SHOWERS AND 5TH AND 6TH SHOWERS.
 2) THE CIRCUIT VENT FOR THE GANG WC IN THE STUDENT
 ATHLETE BATHROOMS SHALL HAVE A DRY VENT LOCATED BETWEEN
 THE 1ST AND 2ND WC AND THE 5TH AND 6TH WC.
 3) THE CIRCUIT VENT FOR THE GANG WC IN THE WOMEN?S
 STADIUM BATHROOM SHALL HAVE A DRY VENT LOCATED BETWEEN
 THE 1ST AND 2ND MOST UPSTREAM WC.
  
 24. THE WC IN THE WOMEN?S STADIUM BATHROOM ACROSS FROM
 THE ACCESSIBLE STALL IS NOT VENTED PROPERLY IT SHALL
 COMPLY WITH FBC PL
  
 A) 901.2 TRAP SEAL PROTECTION.
 THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF
 VENT PIPING THAT WILL PERMIT THE ADMISSION OR EMISSION
 OF AIR SO THAT THE SEAL OF ANY FIXTURE TRAP SHALL NOT
 BE SUBJECTED TO A PNEUMATIC PRESSURE DIFFERENTIAL OF
 MORE THAN 1 INCH OF WATER COLUMN (249 PA).
 B) 901.2.1 VENTING REQUIRED.
 TRAPS AND TRAPPED FIXTURES SHALL BE VENTED IN
 ACCORDANCE WITH ONE OF THE VENTING METHODS SPECIFIED IN
 THIS CHAPTER.
  
  
 25. A WATER-HAMMER ARRESTOR IS REQUIRED ON THE ICE
 MACHINE AND THE WATER FOUNTAINS. PER FBC PL 604.9
  
 26. THE WATER SUPPLY FOR THE WATER FOUNTAIN LOCATED
 OUTSIDE STADIUM BATHROOMS IS MISSING FROM THE ISOMETRIC
 DRAWING PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 27. SHUT OFF VALVES ARE REQUIRED AT THE HOSE BIBS
 PLEASE SHOW ON WATER ISOMETRIC DRAWING. PER FBC PL
 606.2(2)
  
 28. SHUT OFF VALVES ARE REQUIRED ON THE DROPS TO THE
 SHOWER VALVES. PER FBC PL 606.1(5)
  
 29. SHT. P-2.3 WHAT IS THE B+G CIRCUIT SETTER W/BALL
 VALVE SHOWN ON THE WATER FLOOR PLAN PLEASE CLARIFY. PER
 WPB AMEND TO FBC 107.2.1
  
 30. PLEASE SIZE THE WATER STUB OUTS ON THE ISOMETRIC
 DRAWING FOR THE WC + UR. PER WPB AMEND TO FBC 107.2.1
  
 31. A LINT TRAP IS REQUIRED FOR THE WASHING MACHINE
 DRAIN. PER FBC PL 1003.6 LAUNDRIES.
 LAUNDRY FACILITIES NOT INSTALLED WITHIN AN INDIVIDUAL
 DWELLING UNIT OR INTENDED FOR INDIVIDUAL FAMILY USE
 SHALL BE EQUIPPED WITH AN INTERCEPTOR WITH A WIRE
 BASKET OR SIMILAR DEVICE, REMOVABLE FOR CLEANING, THAT
 PREVENTS PASSAGE INTO THE DRAINAGE SYSTEM OF SOLIDS 1/2
 INCH (12.7 MM) OR LARGER IN SIZE, STRING, RAGS, BUTTONS
 OR OTHER MATERIALS DETRIMENTAL TO THE PUBLIC SEWAGE
 SYSTEM.
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status P Date 2018-02-01 Cont ID  
Sent By aclange Date 2018-02-01 Time 14:13 Rev Time 0.00
Received By aclange Date 2018-02-01 Time 11:51 Sent To  
Notes
2018-02-01 14:13:46****PROVISO****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
 561-805-6718 [email protected]
 FBC FLORIDA BUILDING CODE 2015 5TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 PERMIT NO. 17110003
  
 SUBMIT RESIDENT INSPECTOR AGREEMENT WITH THE FOLLOWING
 SUPPORTING DOCUMENTS FOR REVIEW
  
 SEE PAGE 3 OF THE GUIDLINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/ SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS
 1. COMPLETE THE RESIDENT INSPECTOR AGREEMENT IN FULL
 AND RETURN THREE ORIGINALS COMPLETED TO THE DEVELOPMENT
 SERVICES DEPARTMENT OF THE CITY OF WEST PALM BEACH.
  
 3. ALL RESIDENT INSPECTORS ARE REQUIRED TO SUBMIT A
 RESUME OF INSPECTION EXPERIENCE ON PREVIOUS PROJECTS.
 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 APPOINTMENT WILL BE SCHEDULED IF DEEMED
 NECESSARY.
 UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED
 FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
 THE INSPECTOR CLASSIFICATION FOR THIS PROJECT IS
 RESIDENT INSPECTOR. SEE PAGES 14, 15 AND 16. THEY HAVE
 NOT BEEN COMPLETED.
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2018-01-29 Cont ID  
Sent By aclange Date 2018-01-29 Time 10:31 Rev Time 0.00
Received By aclange Date 2018-01-29 Time 09:58 Sent To  
Notes
2018-01-29 10:09:31****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
 FBC FLORIDA BUILDING CODE 2015 5TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 PERMIT NO. 17110003
  
 RESIDENT INSPECTOR, SECOND REVIEW:
  
 SEE PAGE 3 OF THE GUIDLINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/ SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS
  
 1. COMPLETE THE RESIDENT INSPECTOR AGREEMENT IN FULL
 AND RETURN THREE ORIGINALS COMPLETED TO THE DEVELOPMENT
 SERVICES DEPARTMENT OF THE CITY OF WEST PALM BEACH.
  
 3. ALL RESIDENT INSPECTORS ARE REQUIRED TO SUBMIT A
 RESUME OF INSPECTION EXPERIENCE ON PREVIOUS PROJECTS.
 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 APPOINTMENT WILL BE SCHEDULED IF DEEMED
 NECESSARY.
  
 UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED
 FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
  
  
 THE INSPECTOR CLASSIFICATION FOR THIS PROJECT IS
 RESIDENT INSPECTOR. SEE PAGES 14, 15 AND 16. THEY HAVE
 NOT BEEN COMPLETED.
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2018-01-18 Cont ID  
Sent By aclange Date 2018-01-18 Time 07:45 Rev Time 0.00
Received By aclange Date 2018-01-17 Time 16:19 Sent To  
Notes
2018-01-18 07:45:18****PLAN REVIEW COMMENTS****
  
 ART LANGE BUILDING PLANS EXAMINER
  
 DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33402
  
 561-805-6718 [email protected]
  
 FBC FLORIDA BUILDING CODE 2015 5TH EDITION W/2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 PERMIT NO. 17110003
  
 RECEIVED A COPY OF THE SPECIAL INSPECTOR AGREEMENT VIA
 EMAIL.
  
 1. THE ADDRESS ON THE APPLICATION IS NOT THE CORRECT
 JOB ADDRESS AND SHOULD BE SHOWN AS 2331 NORTHWOOD
 UNIVERSITY DR.
  
 2. THE FORMS USED ARE AN OLDER VERSION. I HAVE EMAILED
 RAY RUIZ THE SPECIAL INSPECTOR AGREEMENT PDF FILE.
  
 3. SUBMIT THREE COPIES OF THIS AGREEMENT ONCE YOU HAVE
 IT UPDATED.
  
  
  
Review Stop Z ZONING
Rev No 3 Status N Date 2018-01-19 Cont ID  
Sent By shill Date 2018-01-19 Time 17:53 Rev Time 0.00
Received By shill Date 2018-01-19 Time 17:53 Sent To  
Notes
2018-01-19 17:54:46****ISSUED AT APPLICANT'S RISK****
  
 ZONING REVIEW DEFERRED
  
 1) PRIOR TO FINAL ZONING APPROVAL OF THIS PERMIT, THE
 MAJOR PLANNED DEVELOPMENT AMENDMENT TO ALLOW A STADIUM
 AT KEISER UNIVERSITY MUST BE APPROVED BY THE CITY
 COMMISSION.
  
 2) THE LANDSCAPE AND SITE LIGHTING REQUIRE SEPARATE
 PERMITS. PLEASE REMOVE THESE PLANS FROM THIS PERMIT.
  
 3) ADDITIONAL SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING
 B. BICYCLE RACK
 C. BLEACHERS
 D. HARDSCAPE
 E. DUMPSTER ENCLOSURE
 F. FENCES/GATES
 G. ASTROTURF FIELD
  
 PER ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2018-01-19 Cont ID  
Sent By ES Date 2018-01-19 Time 17:03 Rev Time 0.25
Received By eschneid Date 2018-01-19 Time 17:03 Sent To  
Notes
2018-01-19 17:03:57FAILED
  
 1) PRIOR TO FINAL ZONING APPROVAL OF THIS PERMIT, THE
 MAJOR PLANNED DEVELOPMENT AMENDMENT TO ALLOW A STADIUM
 AT KEISER UNIVERSITY MUST BE APPROVED BY THE CITY
 COMMISSION.
  
 2) THE LANDSCAPE AND SITE LIGHTING REQUIRE SEPARATE
 PERMITS. PLEASE REMOVE THESE PLANS FROM THIS PERMIT.
  
 3) ADDITIONAL SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING
 B. BICYCLE RACK
 C. BLEACHERS
 D. HARDSCAPE
 E. DUMPSTER ENCLOSURE
 F. FENCES/GATES
 G. ASTROTURF FIELD
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2017-12-15 Cont ID  
Sent By ES Date 2017-12-15 Time 10:29 Rev Time 1.00
Received By eschneid Date 2017-12-14 Time 15:51 Sent To  
Notes
2017-12-15 10:34:40FAILED
  
 1) PRIOR TO FINAL ZONING APPROVAL OF THIS PERMIT, THE
 MAJOR PLANNED DEVELOPMENT AMENDMENT TO ALLOW A STADIUM
 AT KEISER UNIVERSITY MUST BE APPROVED BY THE CITY
 COMMISSION.
  
 2) PROVIDE CROSS SECTION DRAWINGS TO VERIFY THAT THE
 PROPOSED ROOFTOP MECHANICAL EQUIPMENT IS SCREENED BY
 THE PARAPETS.
  
 3) THE LANDSCAPE AND SITE LIGHTING REQUIRE SEPARATE
 PERMITS. PLEASE REMOVE THESE PLANS FROM THIS PERMIT.
  
 4) ADDITIONAL SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING
 B. BICYCLE RACK
 C. BLEACHERS
 D. HARDSCAPE
 E. DUMPSTER ENCLOSURE
 F. FENCES/GATES
 G. ASTROTURF FIELD
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  


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