Plan Review Details - Permit 14090256
Plan Review Stops For Permit 14090256
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-11-08 Cont ID  
Sent By jwitmer Date 2014-10-11 Time 08:45 Rev Time 0.00
Received By jwitmer Date 2014-10-08 Time 09:55 Sent To  
Notes
2014-10-09 06:51:57BUILDING PLAN REVIEW
 PERMIT: 14090256
 ADD: 4395 EASLEY DR
 CONT: TBD
 TEL: (561)683-3113 JOHN CARNIES
  
 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.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. OCT. 09/ 2014
 ACTION: DENIED
  
 NOTE: ALL REVIEWS WILL BE COMPLETED UNDER THIS MASTER/
 PRIME PERMIT BUT INDIVIDUAL PERMITS WILL BE REQUIRED
 FOR EACH STRUCTURE FOR RECORD AND INSPECTION PURPOSES.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.4 THE BUILDING
 OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY,
 OTHER STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER
 TO PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT.
  
 NOTE THE FIRST (4) COMMENTS ARE COMMON TO ALL
 STRUCTURES:
 1) THE PERMIT APPLICATION STATED VALUE FOR THIS PROJECT
 IS STATED AS $30,501,872.00 WHICH SEEMS LOW. ONCE A
 CONTRACTOR IS SIGNED ON THE VALUE OF THE PROJECT WILL
 BE DECLARED, THE VALUE MAY BE EVALUATED IF NOT A
 REASONABLE FIGURE. W P B ADMINISTRTIVE CODE 108.2
 SCHEDULE OF PERMIT FEES. ON BUILDINGS, STRUCTURES,
 ELECTRICAL, GAS, MECHANICAL, AND PLUMBING SYSTEMS OR
 ALTERATIONS REQUIRING A PERMIT, A FEE FOR EACH PERMIT
 SHALL BE PAID AS REQUIRED, IN ACCORDANCE WITH THE
 SCHEDULE ESTABLISHED BY THE APPLICABLE GOVERNING
 AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 2) VOLUME # 5 STRUCTURAL & ARCHITECTURAL PLANS SHEET
 S-GEN-01 / GENERAL NOTES G-3, CORRECT TO 2010 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION, 2010 NOT PALM BEACH COUNTY, THE CITY
 OF WEST PALM BEACH IS UNDER HOME RULE, CHAPTER 1
 ADMINISTRATIVE CODE.
  
 3A) FBC* 110.3.9 RESIDENT INSPECTOR WILL BE REQUIRED.
 SUBMIT INSPECTOR RESUME', RESIDENT INSPECTOR AGREEMENT
 AND LICENSE DOCUMENTS TO KEN CONRAD, MANAGER OF THE
 RESIDENT INSPECTOR PROGRAM. A RESIDENT INSPECTOR
 PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO ONE OR
 MORE OF THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE DESIGN IS BASED ON
 COMPRESSIVE STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQ FT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN OR METHODS OF
 CONSTRUCTION
  
 KEN CONRAD CONTACT INFORMATION:
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 3B) SINCE THERE WILL BE REQUIRED A RESIDENT INSPECTOR,
 (3) SETS OF PLANS, DOCUMENTS AND PRODUCT APPROVALS WILL
 BE REQIRED.
  
 3C) NOTE: 10/09/2014 E-MAILED REQUIRED DOCUMENTS TO
 [email protected].
  
 4A) NO SOILS REPORTS WERE SUBMITTED: 2010 FBC-B 1803.5
 INVESTIGATED CONDITIONS. GEOTECHNICAL INVESTIGATIONS
 SHALL BE CONDUCTED AS INDICATED IN SECTIONS 1803.5.1
 THROUGH 1803.5.12.
  
 4B) SITE PLAN WITH LOCATION OF ALL MAIN STRUCTURES &
 DISTANCE APART. 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 107.3.5.1.1 COMMERCIAL
 BUILDINGS:
 SITE REQUIREMENTS:
 PARKING
 FIRE ACCESS
 VEHICLE LOADING
 DRIVING/TURNING RADIUS
 FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV)
 SET BACK/SEPARATION (ASSUMED PROPERTY LINES)
 LOCATION OF SPECIFIC TANKS, WATER LINES AND SEWER LINES
 FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD
 ELEVATIONS
  
  
 VOLUME ROLL # 5
  
 MAIN ELECTRIC BUILDING:
 5) SHEET 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) 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. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 11A) SHEET S-MEB-02 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 22 FT ABOVE GRADE,
 VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE PRESSURES AT
 10 SQ. FT. FOR ROOF TOP FASTENERS. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 2010 FBC-B 1609.6.4.41
 COMPONENTS & CLADDING
  
 11B) SHEET S-GEN-01 INDICATES THE MAIN ELECTRIC
 BUILDING, PRESSURE COEFFICIENT AS +/- 0.55. THIS
 COEFFICIENT IS FOR PARTIALLY ENCLOSED BUILDINGS, THIS
 BUILDING IS TOTALLY ENCLOSED.
  
 11C) SHEET 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.
  
 12) SHEET A-MEB-03 NOTE 4 IS ROOF ROOF TOP LADDER. SEE
 DETAIL 5A-GEN-04. THIS PAGE IS A INDEX SHEET? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 13) SHEET A-MEB-03 NOTES 2 & 3 DO NOT INDICATE THE
 SIZING METHOD USED.
 2010 FBC-B 1503.4.2 SCUPPERS.
 2010 FBC-B 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.
  
 14) SHEET 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.
  
 15A) SHEET 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.
  
 15B) NOTE THE 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.
  
 16) S-WAS-05 VERSES S-WAS-08 DECANT STORAGE TANKS
 VERSES WAS STORAGE TANKS. 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. THERE IS NO
 ARCHITECTURAL SHEETS THAT CORELATE TO THE PLANS
 REFERENCED ABOVE. IT IS NOT CLEAR IF THE PROCESS IS
 CHANGING AND THE DECANT STORAGE TANKS ARE NO LONGER
 GOING TO BE USED AND CONVERTED IN TO THE WAS STORAGE
 TANKS. A PRE-CON MEETING WOULD HAVE BEEN VERY HELPFULL
 TO UNDERSTAND WHAT IS BEING PRESENTED IN THE PLANS.
  
  
 17) SHEETS S-WAS-13 & S-WAS-14 CENTRATE PUMP STATION:
 PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 1009.12
 HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE
 AND SHALL COMPLY WITH SECTION 1012.
  
  
 WAS STORAGE & BLOWER BUILDING
 18) SHEET A-WAS-01 INDICATES THE BUILDING IS 1,861 SQ.
 FT./ 100= 19 OCCUPANTS, PLEASE INDICATE HOW 7 OCCUPANTS
 WAS DERIVED? 2010 FBC-B TABLE 1004.1.1.
  
 19) SHEET A-WAS-02 THE WALL BETWEEN THE BLOWER ROOM &
 ELECTRIC ROOM IS IDENTIFIED WITH WALL TAG P-1, THIS
 WALL TYPE IS NOT FOUND IN ANY OF THE SHEETS A-GEN-01
 THRO -05. ADDITIONAL INFORMATION REQUIRED. 107.2.1.3,
  
 20) 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.
  
 21) PLANS ARE MISSING THE REQUIRED INSULATION BY THE
 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR
 506 TOTAL BUILDING PERFORMANCE.
  
 22 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, EFIS SYSTEMS
 (C) ROOFING PRODUCTS AND ASSEMBLIES
 (D) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
 23) 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. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 24A) SHEET S-WAS--11 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 20 FT ABOVE GRADE,
 VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE PRESSURES AT
 10 SQ. FT. FOR ROOF TOP FASTENERS. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 2010 FBC-B 1609.6.4.41
 COMPONENTS & CLADDING
  
 25B) SHEET S-WAS-01 THRU -05 NO 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.
  
  
 ADF ANAEROBIC DIGETION FACILITY
 26) SHEET A-ADF-04 GAS HANDLING ROOM. PLEASE PROVIDE
 THE TYPE OF GAS TO BE HANDLED IN THIS ROOM, QUANITIES
 OF GAS TO BE USED & STORED IN THIS ROOM.
 MSDS SHEETS WERE SUBMITTED BUT NO INFORMATION WAS
 SUBMITTED WHERE THESE CHEMICALS WILL BE USED NOR
 STORED. IF QUANITIES OF CHEMICALS EXCEEDS THE AMOUNT IN
 2010 FBC-B TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY
 PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A
 PHYSICAL HAZARDA, J, M, N, P. IF AMOUNTS OF CHEMICALS
 EXCEEDS THE ALLOWABLE AMOUNT IN TABLE 307.1(1) THEN
 EITHER ADDITIONAL CONTROL AREAS WOULD BE REQUIRED OR
 THIS PORTION OF THE BUILDING WILL NEED TO MEET THE
 REQUIREMENTS OF CHAPTER 414.
  
 27) 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.
  
 28) PLANS ARE MISSING THE REQUIRED INSULATION BY THE
 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR
 506 TOTAL BUILDING PERFORMANCE.
  
 29 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, EFIS SYSTEMS
 (C) ROOFING PRODUCTS AND ASSEMBLIES
 (D) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
 30) 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. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 31A) SHEET S-ADF-18 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 20 FT ABOVE GRADE,
 VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE PRESSURES AT
 10 SQ. FT. FOR ROOF TOP FASTENERS. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 2010 FBC-B 1609.6.4.41
 COMPONENTS & CLADDING
  
 32B) SHEET S-ADF-01 THRU -S-ADF- 40 NO 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.
  
 33) SHEET S-ADF-01 INDICATES THE ANAEROBIS DIGESTION
 FACILITY AND THE ANAEROBIS DIGESTION ELECTRIC BUILDING
 ARE WITHIN 10'=0" OF EACH OTHER. PLEASE PROVIDE ON THE
 ARCHITECTURAL SHEETS THE 2 BUILDING LOCATIONS AND AN
 ASSUMED PROPERTY LINE BETWEEN THE 2 BUILDINGS, PLEASE
 SHOW COMPLIANCE WITH 2010 FBC-B TABLE 602
 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS
 BASED ON FIRE SEPARATION DISTANCE.
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION
  
  
 A-DEW-01 DEWATERING BUILDING.
 34) 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.
  
 35) PLANS ARE MISSING THE REQUIRED INSULATION BY THE
 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR
 506 TOTAL BUILDING PERFORMANCE.
  
 36) 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 & ROOF HATCH.
 (B) WINDOWD
 (C), WALL LOUVERS, EFIS SYSTEMS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
 37) 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. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 38) SHEET S-DEW-06 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 71 FT ABOVE GRADE,ARE
 LOW FOR BOTH THE ROOF ZONES AND WALL ZONES. MULTIPLIER
 OF 1.62 FOR HEIGHT.
  
 39) SHEET A-DEW- 03/05/06 HARDWARE SCHEDULE IS BLANK.
 NOTE THE ELECTRIC ROOMS 105, 206 & 305 MUST MEET THE
 REQUIREMENTS OF THE 2010 FBC-B 1008.1.10 PANIC AND FIRE
 EXIT HARDWARE.
 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.
  
 40A) SHEET A-DEW-05 IS MISSING THE ONE HOUR FIRE RATING
 ON THE FOLLOWING:
 INTERIOR VERTICAL EXIT ENCLOSURE FBC-B 1022.1.
 ELEVATOR MACHINE ROOM FBC-B 3006.4
 THIRD FLOOR EXTERIOR WALL AT EXTERIOR STAIR FBC-B
 1026.6 PROTECTION OF EXTERIOR STAIR PROTECTION.
  
 40B) PROVIDE CODE COMPLIANCE WITH: 2010 FBC-B 713.6
 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL
 REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE
 EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY
 HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE
 ANY DECORATIVE CEILING AND IN CONCEALED SPACES.
 SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS: ?FIRE
 AND SMOKE BARRIER ? PROTECT ALL OPENINGS.?
  
 41) SHEETS A-DEW- 17 SHOWS FLOOR OPENINGS ON THE 2ND &
 3RD FLOOR THAT ALLOW THE 3 FLOORS TO COMMUNICATE
 WITHOUT AND WITHOUT A SHAFT ENCLOSURE, PLEASE SHOW
 COMPLIANCE WITH 2010FBC-B 708.2 OR AN EXCEPTION.
  
 42) SHEET A-DEW- 22 SHOWS A INSTALLATION OF A HYDROLIC
 ELEVATOR, PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B
 3011.1 ELECTROLYSIS PROTECTION FOR UNDERGROUND
 HYDRAULIC ELEVATOR CYLINDERS.
 ALL NEWLY INSTALLED UNDERGROUND HYDRAULIC PRESSURE
 CYLINDERS SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT
 TO MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL
 CYLINDER AND GROUND CATHODE.
 3011.1.1 THE PLASTIC CASING SHALL BE CAPPED AT THE
 BOTTOM, AND ALL JOINTS MUST BE SOLVENT OR HEAT WELDED
 TO ENSURE WATER TIGHTNESS.
 3011.1.2 THE PLASTIC CASING SHALL BE CONSTRUCTED OF
 POLYETHYLENE OR POLYVINYL CHLORIDE (PVC). THE PLASTIC
 PIPE WALL THICKNESS MUST NOT BE LESS THAN 0.125 INCH
 (3.175 MM).
  
 43) SHEET A-DEW- 05 BREAK ROOM INDICATES THE USE OF A
 MICROWAVE SEE DETAIL 4/ A-DEW-27, MICROWAVE IS NOT
 SHOWN IN THIS DETAIL PLEASE SHOW COMPLIANCE WITH THE
 2010 FL ACCESSIBILITY CODE REACH RANGES 308.2 & 308.3.
  
 44) SHEET A-DEW-05 OR 06 NEITHER FLOOR SHOWS AN
 ACCESSIBLE RESTROOM, THE 2010 FL PLUMBING CODE DOES
 ALLOW TRAVEL DISTANCE OF ONE FLOOR TO REACH A RESTROOM
 AND OR BATHROOMS. 2010 FL ACCESS. 213.2 TOILET ROOMS
 AND BATHING ROOMS. WHERE TOILET ROOMS ARE PROVIDED,
 EACH TOILET ROOM SHALL COMPLY WITH 603. WHERE BATHING
 ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL COMPLY WITH
 603.
  
 45) SHEET A-DEW-05 WOMENS AND MENS SHOWERS: MISSING AN
 ACCESSIBLE SHOWER IN EACH BATHROOM GROUP. SEE 2010
 FBC-ACCESS. 608.2- 608.8.
  
 46) SHEET A-DEW- 03/05 OR 06 DO NOT PROVIDE A DRINKING
 AN ACCESSIBLE DRINKING FOUNTAIN. 2010 FBC-ACCESS. 211.2
 MINIMUM NUMBER.
 NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.
 ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH
 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH
 602.7.
  
 47) NOTE: SHEET A-DEW-14 NOTES THAT INDICATE THESE
 COMPONENTS TO BE COMPLETED BY DELEGATE ENGINEER:
 EXTERIOR PRE-FABRICATED STAIRS, HANDRAIL & GUARDRAIL
 PRE-FABRICATED METAL CANOPY
 PRE-ENGINEERED METAL BUILDING SYSTEM
 INTERIOR PRE-FABRICATED METAL STAIRS, HANDRAIL &
 GUARDRAIL A-DEW- 16
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP
 DRAWINGS ETC...
 61G1-23.015 RESPONSIBLE SUPERVISING CONTROL OVER
 ARCHITECTURAL PRACTICE OUTSIDE OF THE ARCHITEC'S
 OFFICE.
  
 A-FOG-01 SEPTAGE FOG ATENDANT BUILDING
 48) 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.
  
 49) PLANS ARE MISSING THE REQUIRED INSULATION BY THE
 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR
 506 TOTAL BUILDING PERFORMANCE.
  
 50) 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) WINDOW
 (C), WALL LOUVERS, EFIS SYSTEMS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
 51) 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. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 52) SHEET S-FOG-05 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 17 FT ABOVE GRADE,ARE
 LOW FOR BOTH THE ROOF ZONES AND WALL ZONES. MULTIPLIER
 OF 1.29 FOR HEIGHT.
  
  
 S-AFD DIGESTER TANKS
 53) S-AFD-09 STAIRS, LANDINGS, HANDRAIL, GUARDRAIL AND
 TANK STEEL TOP AND ANCHORS, SHOP DRAWINGS TO BE
 COMPLETED BY DELEGATE ENGINEER:
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP
 DRAWINGS ETC...
 61G1-23.015 RESPONSIBLE SUPERVISING CONTROL OVER
 ARCHITECTURAL PRACTICE OUTSIDE OF THE ARCHITEC'S
 OFFICE.
  
  
 VOLUME # 6 NO COMMENT.
  
 VOLUME # 7 NO COMMENT.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2014-10-20 Time   Rev Time 0.00
Received By dhayes Date 2014-09-29 Time 07:58 Sent To  
Notes
2014-10-23 06:52:5810/20/2014
 PROJECT: WPB WATER RECLAMATION FACILITY
 PERMIT#: 14090256
 CODE: 2008 EDITION OF THE NEC
 2010 EDITION OF THE FBC
 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
  
 ELECTRICAL PLAN REVIEW
 ACTION: DENIED
  
 1) SUBMITTAL DRAWINGS ARE INCOMPLETE AND UNSIGNED. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. WPB AMENDMENTS TO FBC
 107.2.1
  
 2) INDICATE SIZE, TYPE AND BURIAL DEPTH OF GROUND LOOP
 CONDUCTOR AT DEWATERING BUILDING. NEC 250.50
  
 3) LIGHTING FOR ALL EXTERIOR APPLICATIONS NOT EXEMPTED
 IN SECTION 505.1 SHALL HAVE AUTOMATIC CONTROLS CAPABLE
 OF TURNING OFF EXTERIOR LIGHTING WHEN SUFFICIENT
 DAYLIGHT IS AVAILABLE OR WHEN THE LIGHTING IS NOT
 REQUIRED DURING NIGHTTIME HOURS. LIGHTING NOT
 DESIGNATED FOR DUSK-TO-DAWN OPERATION SHALL BE
 CONTROLLED BY EITHER A COMBINATION OF A PHOTOSENSOR AND
 A TIME SWITCH, OR AN ASTRONOMICAL TIME SWITCH. FBC
 505.2.4 EXTERIOR LIGHTING CONTROLS.
  
 4) WIND LOADS ON EVERY BUILDING OR STRUCTURE (LIGHT
 POLES) SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTERS
 26 THROUGH 30 OF ASCE 7 OR THE PROVISIONS OF THE
 ALTERNATE ALL HEIGHTS METHOD IN FBC SECTION 1609.6.
 WIND SHALL BE ASSUMED TO COME FROM ANY HORIZONTAL
 DIRECTION AND WIND PRESSURES SHALL BE ASSUMED TO ACT
 NORMAL TO THE SURFACE CONSIDERED. PROVIDE WIND LOA
 CALCULATIONS INCLUDING POLE TYPE, LENGTH AND LUMINAIRE
 TYPE AND QUANTITY. FBC SECTION 1609.6
  
 5) SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY
 MANUFACTURERS EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS
 ARE REQUIRED FOR FIRE ALARM, SECURITY, CCTV, AND
 DATA/COM SYSTEM CABLING AS APPLICABLE.
 WPB AMENDMENTS TO FBC 107.2.1
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. SEE LINK:
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO
 SUBMITTAL PACKAGE AND LEAVE THE PREVIOUSLY REVIEWED
 SHEETS FOR COMPARATIVE REVIEW.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-07-24 Cont ID  
Sent By cranford Date 2015-07-24 Time 13:01 Rev Time 0.00
Received By cranford Date 2015-07-24 Time 13:00 Sent To  
Notes
2015-07-24 13:01:21JOHN ROACH VERIFIED APPLICATION WAS CONSISTENT WITH
 APPROVED SITE PLAN. SITE PLAN APPROVAL LETTER NOT YET
 DRAFTED.
  
 WATER, SEWER, AND DRAINAGE REVIEWED UNDER E15070003.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-09-26 Cont ID  
Sent By cranford Date 2014-09-26 Time 09:28 Rev Time 0.00
Received By cranford Date 2014-09-26 Time 09:27 Sent To B
Notes
2014-09-26 09:28:31ENGINEERING/PUBLIC WORKS DEPT.
  
 AS MENTIONED DURING THE PPRC REVIEW, AN ENGINEERING
 DEVELOPMENT PERMIT APPLICATION IS REQUIRED FOR THIS
 PROJECT. CONSTRUCTION DETAILS OF THE WATER, SEWER,
 STORMWATER, TRAFFIC CIRCULATION, AND SOLID WASTE
 COLLECT WILL BE REVIEWED AS PART OF THAT APPLICATION
 PROCESSES. THE APPLICATION FORM AND CITY STANDARD
 CONSTRUCTION DETAILS CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 1. INDICATE THE LOCATIONS OF THE DUMPSTERS INTENDED TO
 BE SERVICE BY THE CITY OF WEST PALM BEACH SANITATION
 DEPARTMENT. DUMPSTERS MUST BE EASILY ACCESSIBLE BY THE
 CITY EQUIPMENT AND MANPOWER. INCLUDE AN ESTIMATE OF THE
 SOLID WASTE YARDAGE ANTICIPATED TO BE GENERATED BY THE
 EXPANDED FACILITY.
  
 2. DEMONSTRATE THAT THE PROJECT WILL PROVIDE ADEQUATE
 DRAINAGE AND STORMWATER MANAGEMENT. COMPLIANCE WITH
 CHAPTER 40E-4 WILL DEMONSTRATE COMPLIANCE WITH THIS
 PROVISION [SECTIONS 90-201, 94-35(C )(11), AND 94-307
 OF THE CODE OF ORDINANCES]. THE PROPOSED WET DETENTION
 LOCATIONS DO NOT MEET SFWMD?S DIMENSIONAL/SIZE CRITERIA
 FOR WET DETENTION. THE CALCULATIONS SHOULD DEMONSTRATE
 THAT THE RUNOFF WILL ACTUALLY BE DETAINED IN THE DRY
 DETENTION AREAS (RATHER THAN IN THE CANALS AND DITCHES)
 IF THEY ARE CONSIDERED TO PROVIDE WATER QUALITY
 TREATMENT. THE DESIGN ALSO APPEARS TO ALLOW UNTREATED
 RUNOFF TO ENTER THE PERIMETER CANAL FROM THE OUTSIDE
 LANE OF THE PROPOSED ACCESS ROAD.
  
 3. SHOW THAT ALL POTABLE WATER, STORMWATER, AND
 SANITARY SEWER CROSSINGS MEET THE SEPARATION
 REQUIREMENTS OF RULES 62-555.314 AND 62-604 FAC
  
 4. PLEASE CLARIFY WHETHER OR NOT THE PLANT SUPPLY WATER
 IS POTABLE OR NON-POTABLE.
  
 5. SEE THE FIRE DEPARTMENT COMMENTS FOR THE
 REQUIREMENTS FOR FIRE SUPPLY LINES, WHICH WILL INCLUDE
 THE PROPOSED POTABLE WATER LINE IF A SEPARATE FIRE LINE
 IS NOT PROVIDED.
  
 6. INDICATE THE MATERIAL PROPOSED FOR THE NEW POTABLE
 WATER, SANITARY, AND STORMWATER LINES. WATER LINES MUST
 MEET THE REQUIREMENTS OF RULE 62-555.340 FAC.
  
 7. REVISE THE PLANS TO MEET THE DOUBLE VALVE
 REQUIREMENTS AND IDENTIFY THE SOURCE OF WATER. SHOW THE
 SIZE, LOCATION OF METER, BACKFLOW PREVENTERS ON THE
 PLANS. (SECTIONS 90-32 AND 90-33 OF THE CODE OF
 ORDINANCES)
  
 8. SUBMIT A HYDRAULIC ANALYSIS OF THE PROPOSED WATER
 DISTRIBUTION SYSTEM.
  
 9. REVISE THE PLANS TO INCLUDE APPLICABLE CITY
 ENGINEERING STANDARD DETAILS. INDICATE THE YARD PIPING
 DESIGN STANDARDS (MINIMUM COVER, HORIZONTAL AND
 VERTICAL CLEARANCES), AND WHICH JOINTS ARE TO BE
 MECHANICALLY RESTRAINED.
  
 10. INDICATE WHERE THE RUNOFF FROM THE ROOF DRAINS WILL
 BE DIRECTED.
  
 11. THE SUBMITTED DESIGN PLANS WERE NOT SIGNED OR
 SEALED BY A LICENSED PROFESSIONAL (ARCHITECT, CIVIL
 ENGINEER, AND/OR LANDSCAPE ARCHITECT). PLEASE SUBMIT
 SIGNED AND SEALED PLANS. (FAC 61G15-23.002, FS 481.221
 AND 481.321)
  
 12. THE SUBMITTED PLAN SET WAS MISSING PAGES C-PGD 13,
 14, AND 16 AS WELL AS PAGE YPP-21.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 ENGINEERING & PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-09-24 Cont ID  
Sent By wjolin Date 2014-09-24 Time 15:03 Rev Time 0.00
Received By wjolin Date 2014-09-18 Time 14:13 Sent To  
Notes
2014-09-18 17:02:194395 EASLEY DRIVE
 PERMIT #14090256
 90% SUBMITTAL REVIEW COMMENTS - FIRE DEPARTMENT
  
 VOLUME 4 REVIEW:
 SHEET C-YPP-22: PROVIDE A SEPARATE DOMESTIC WATER LINE
 TAP FROM THE FIRE LINE TAP OR INDICATE THE GREATEST
 DOMESTIC WATER DEMAND TO BE EXPECTED SO THIS GPM DEMAND
 CAN BE ACCOUNTED FOR IN THE SPRINKLER SYSTEM HYDRAULIC
 CALCULATIONS.
  
 VOLUME 5 REVIEW:
 UPDATE THE CODE LIST TO REFERENCE THE 2010 EDITION OF
 THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE
 2009 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA
 AMENDMENTS.
  
 SHEET A-DEW-05: FIRE RATED WALL INDICATORS ARE MISSING
 FROM STAIR #306, ELEVATOR, AND WALL ADJACENT TO
 EXTERIOR STAIR.
  
 SHEET A-DEW-28: OUTSIDE STAIRS MORE THAN 36 FEET ABOVE
 FINISHED GROUND LEVEL SHALL BE PROVIDED WITH OPAQUE
 VISUAL OBSTRUCTION NOT LESS THAN 48-INCHES IN HEIGHT TO
 ACCOMODATE PERSONS HAVING A FEAR OF HIGH PLACES PER
 NFPA 101 SECTION 7.2.2.6.2.
  
 SHEET A-DEW-25: DOOR #300 REFERENCES A NOTE #4 WHICH
 DOES NOT EXIST.
  
 GENERAL: PER NFPA 101 SECTION 8.3.2.4, EACH FIRE
 BARRIER SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR
 STENCILING READING FIRE BARRIER-PROTECT ALL OPENINGS.
 CHARACTERS SHALL BE AT LEAST 4-INCHES IN HEIGHT AND
 HALF-INCH IN WIDTH. IDENTIFICATION SHALL BE SPACED NOT
 MORE THAN 15 FEET ON CENTER.
  
 GENERAL: PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT
 DOORS WITH EXIT SIGNS.
  
 GENERAL: PER SECTION 10.12.1.2 (NFPA 1), PROVIDE
 BUILDING ADDRESSES OR NAMES THAT ARE VISIBLE FROM THE
 STREET. NUMBERS/LETTERS SHALL BE ATTACHED TO THE
 BUILDING AND BE AT LEAST SIX-INCHES IN HEIGHT WITH
 1-INCH STROKE AND SHALL CONTRAST THE BACKGROUND.
  
 GENERAL: PROVIDE A PERMANENT WEATHERPROOF DIAMOND
 PLACARD PER NFPA 704 INDICATING THE HEALTH,
 FLAMMABILITY AND REACTIVITY RATING OF THE HAZARDOUS
 MATERIALS.
  
 ELECTRICAL ROOMS: PER NFPA 70 ARTICLE 110.26(C)(3)
 PERSONNEL DOORS. WHERE CONDUCTORS AND EQUIPMENT USED ON
 CIRCUITS ARE OVER 600 VOLTS OR EQUIPMENT IS RATED 1200
 A OR MORE THAT CONTAINS OVERCURRENT DEVICES, SWITCHING
 DEVICES, OR CONTROL DEVICES IS INSTALLED AND THERE IS A
 PERSONNEL DOOR(S) INTENDED FOR ENTRANCE TO AND EGRESS
 FROM THE WORKING SPACE LESS THAN 25 FEET FROM THE
 NEAREST EDGE OF THE WORKING SPACE, THE DOOR(S) SHALL
 OPEN IN THE DIRECTION OF EGRESS AND BE EQUIPPED WITH
 PANIC BARS, PRESSURE PLATES, OR OTHER DEVICES THAT ARE
 NORMALLY LATCHED BUT OPEN UNDER SIMPLE PRESSURE.
 CONFIRM CIRCUITS ARE NOT OVER 600 VOLTS AND EQUIPMENT
 IS NOT RATED 1200 A OR MORE.
  
 TOXIC FUMES: MOTOR VEHICLES WILL BE OPERATED IN THE
 ENCLOSED TRUCK BAYS. HOW WILL CARBON MONOXIDE LEVELS BE
 MAINTAINED BELOW ACCEPTABLE THRESHOLDS PER 502.14 M?
  
 VOLUME 6 REVIEW:
  
 VOLUME 7 REVIEW:
 SHEET FP-DEW-04: PER FBC SECTION 905.1, A CLASS I
 STANDPIPE SYSTEM SHALL BE PROVIDED IN ALL NEW BUILDINGS
 IN WHICH THE HIGHEST FLOOR IS MORE THAN 30 FEET ABOVE
 FIRE DEPARTMENT VEHICLE ACCESS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-11-08 Cont ID  
Sent By jwitmer Date 2014-10-23 Time 08:08 Rev Time 0.00
Received By jwitmer Date 2014-09-09 Time 10:52 Sent To  
Notes
2014-09-09 10:53:05C29
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2014-10-11 Cont ID  
Sent By jwitmer Date 2014-10-11 Time 08:46 Rev Time 0.00
Received By jwitmer Date 2014-10-11 Time 08:45 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2014-10-24 Cont ID  
Sent By hmoser Date 2014-10-24 Time 09:12 Rev Time 0.00
Received By hmoser Date 2014-10-23 Time 09:48 Sent To  
Notes
2014-10-24 09:12:45PLAN DENIED
 PROVIDE A COMPLETE SET OF PLANS WITH SIGNATURE AND
 STAMP
 FROM ENGINEER.
 PER SECTION 107.2.1 FBC 2010
  
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2014-10-06 Time   Rev Time 0.00
Received By hmoser Date 2014-10-23 Time 09:11 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-10-04 Cont ID  
Sent By tklarge Date 2014-10-04 Time 07:57 Rev Time 0.00
Received By tklarge Date 2014-09-29 Time 11:05 Sent To  
Notes
2014-09-26 14:37:41VOLUME # 4: WPB AMEND. TO 2010 FBC SEC. 107.2.1.
  
 1) ALL PLANS AND DOCUMENTS SHALL BE SIGNED AND SEALED
 BY THE DESIGN PROFESSIONAL OF RECORD PER THE FLA.
 ADMIN. CODE RULE 61G15-23.002, FL. STATUTES 481.221,
 481.321. THIS APPLIES TO ALL VOLUMES.
 2) SHT. C-GEN-01 - IDENTIFY ALL THE BUILDINGS ON THE
 SITE PLAN.
 3) SUBMIT A COPY OF THE JOB SPECIFICATIONS FOR REVIEW.
 SPECIFICATIONS SHALL BE SIGNED & SEALED BY THE EOR PER
 F.A.C 61G15-23.002
 4) THE FOLLOWING PAGES ARE MISSING FROM THE VOLUME # 4
 ROLL OF PLANS: C-PGD-13, C-PGD-14, C-PGD-16, C-YPP-20,
 C-YPP-21.
 5) INDICATE ON THE PLANS THE TYPE OF MATERIAL BEING
 USED FOR THE NEW POTABLE WATER SYSTEM, THE SANITARY
 SYSTEM, AND THE STORMWATER SYSTEM.
 6) INDICATE THE MAKE, MODEL, AND SIZES OF THE BACKFLOW
 PREVENTERS ON THE SYSTEMS.
 7) SHOW WHERE THE RUNOFF FROM THE ROOF
 SCUPPERS/DOWNSPOUTS WILL BE DIRECTED.
 8) SHT, M-ADF-09 - SHOW THE SIZE OF THE LP TANK, IF IT
 IS ABOVE OR BELOW GROUND, THE DISTANCE AWAY FROM THE
 BUILDING WALL AND ANY BUILDING OPENINGS, INDICATE ANY
 BTU LOAD ON TH SYSTEM AND SUBMIT A GAS PIPING RISER
 DIAGRAM IN ACCORDANCE WITH THE APPROPRIATE SIZING TABLE
 IN THE 2010 FLORIDA FUEL GAS CODE.AND NFPA 58.
 9) THE LP TANK SHALL BE PROPERLY ANCHORED TO WITHSTAND
 A 170 MPH WIND LOAD. SUBMIT CALULATIONS AND ANCHORING
 DETAILS FOR THE TANK FOR COMPLIANCE WITH THE FLORIDA
 FUEL GAS CODE SEC. 301.10.
 10) SHT. M-ADF-31 - SHOW THE HEIGHT OF THE 18 INCH
 FLUES ABOVE THE ROOF SURFACE. COMPLY W/FBC, FUEL GAS
 CHAPTER 5 & NFPA 54. THE FLUES SHALL BE ANCHORED TO
 WITHSTAND 170 MPH WINDLOAD.
 11) SHT. M-DEW-12 - LOWER ELEVATION PLAN - NOTE STATES
 "FOR ENLARGED PLAN SEE DWG. M-DEW-05." THERE IS NO
 ENLARGED PLAN ON THE REFERENCED SHEET.
 12) SHT. M-DEW-13 - THE WOMEN'S AND MEN'S
 LOCKERS/SHOWERS SHALL BE HANDICAPPED ACCESSIBLE PER THE
 FL.BUILDING CODE, ACCESSIBILITY, SEC.213.2.
 13)SHT.M-DEW-15 - THE ENLARGED PIPING PLAN BELOW ELEV.
 20.00 - REFERS TO DRAIN PROFILE ON DWG.M-DEW-09 BUT
 THERE IS NO DRAIN PROFILE ON THIS SHEET. CLARIFY.
 14) DWG. M-DEW-19 - 8" & 6" DRAIN PIPE PROFILE - REFERS
 TO SEC. "C" ON M-DEW-08 BUT THERE IS NO SUCH SECTION ON
 THAT DRAWING. CLARIFY.
 15) DWG. M-DEW-20 - SECTION "F" REFERS TO PWS & PW .
 THESE ACRONYMS ARE NOT LISTED IN THE DRAWINGS. THIS
 APPEARS TO BE TYPO ERROR. CLARIFY.
 16) DWG. M-OCS-01 - THE PIPING PLAN STATES "FOR
 CONTINUATION SEE CIVIL DRAWINGS...", SEE STRUCTURAL
 DRAWINGS,, ETC. PLEASE PROVIDE THE SPECIFIC DRAWING
 WHERE THE CONTINUATION OF THE LINES CAN BE REVIEWED.
 THIS APPLIES TO DRAWING M-OCS-02 ALSO.
  
 VOLUME # 5
  
 17) DWG.A-MEB-01 - THE PLAN STATES THAT AN ACCESSIBLE
 RESTROOM IS LOCATED IN AN ADJACENT BUILDING WITHIN 500
 FEET. IDENTIFY THE BUILDING AND THE DISTANCE WHERE THE
 FACILITIES ARE LOCATED. FL. PLBG. CODE SEC.403.3.2.
 18) DWG.A-MEB-03 - INDICATE THE SQUARE FOOTAGE OF THE
 ROOF THAT IS BEING DRAINED BY EACH SCUPPER.COMPLY W/
 2010 FBC, PLUMBING, TABLE 1106.7 FOR THE SCUPPERS AND
 TABLE 1106.2(2) FOR THE DOWNSPOUTS.
 19) DWG. A-ADF-01 - STATES AN ACCESSIBLE RESTROOM IS IN
 AN ADJACENT BUILDING WITHIN 500 FT.IDENTIFY THE
 BUILDING AND THE DISTANCE WHERE THE FACILITIES ARE
 LOCATED. FBC, PLUMBING, SEC.403.3.2. REMOVE NOTE #3
 THAT REFERS TO BUSINESS AND MERCANTILE OCCUPANCIES.
 20) SHT.A-ADF-06 - DETAIL #2 SHOWS VERTICAL GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION
 PER THE FBC, ACCESSIBILITY, SEC.609.4. SEE ALSO DWG.
 A-FOG-01.
 21) DWG. A-ADF-06 - DETAIL #1 - SHOW THE DISTANCE TO
 THE BOTTOM OF THE LAVATORY. COMPLY W/FBC,
 ACCESSIBILITY, SEC. 305, 606.
 22) DWG. A-ADF-06 - DETAIL #2 - THE TOILET PAPER
 DISPENSER SHALL BE LOCATED 7 INCHES MINIMUM AND 9
 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER.FAC SEC.604.7.
 23) DWG.A-ADF-06 - A DRINKING FOUNTAIN IS REQUIRED IN
 THIS FACILITY PER THE FBC, PLUMBING, TABLE 403.1 (SEE
 FOOTNOTE "F' FOR EXCEPTION). IF INSTALLED, IT SHALL BE
 A MINIMUM OF TWO AS REQUIRED BY THE 2010 FBC,
 ACCESSIBILITY, SEC.211.2.
 24) SHTS,A-ADF-07 THRU A-ADF-10 - SHOW THE SQUARE
 FOOTAGE OF THE ROOF DRAINED BY EACH SCUPPER AND
 DOWNSPOUT PER FBC, PLUMBING TABLE 1106.2(2) & 1106.7.
 25) DWGS.A-DEW-03 & A-DEW-05 - A MINIMUM OF 2 DRINKING
 FOUNTAINS ARE REQUIRED IN THESE LOCATIONS PER THE 2010
 FBC, ACCESSIBILITY, SEC. 211.2.
 26) SHT.A-DEW-03 - SUBMIT DETAILS OF THE
 CONTROLS/SHOWER HEAD FOR THE HANDICAPPED ROLL-IN SHOWER
 IN T.R. # 104. CLEARLY IDENTIFY THIS AS A HANDICAP
 ACCESSIBLE SHOWER ON THE PLAN.2010 FBC, ACCESSIBILITY
 SECS.308,309, 608.6. SHOW THE WIDTH OF THE SHOWER IN
 T.R.#104 ON THE PLAN.
 27) DWG. A-DEW-05 - THE SINK IN THE BREAK ROOM SHALL BE
 HANDICAPPED ACCESSIBLE. 2010 FBC, ACCESSIBILITY,
 SEC.212.1, 606.
 28) DWG.A-DEW-05 - THE MEN'S AND WOMEN'S LOCKERS/SHOWER
 ROOMS SHALL BE HANDICAPPED ACCESSIBLE AND COMPLY W/THE
 FBC, ACCESSIBILITY, SECS.213.1.
 29) DWG. A-DEW-26 - CLEARLY SHOW THE WIDTH OF ALL THE
 TOILET STALLS. COMPLY W/FBC,ACCESSIBILITY, SEC.604.8.2.
 30) DWG.A-DEW-26 - DETAIL #9 - THE TOILET PAPER
 DISPENSER SHALL BE 48" MAX. ABOVE THE FINISHED FLOOR.
 FBC, ACCESSIBILITY SEC.604.7
 31) DWG.A-DEW-26 - DETAIL #A-10 - THE RIM OF THE URINAL
 SHALL BE 17" MAXIMUM ABOVE THE FINISHED FLOOR.FBC,
 ACCESSIBILITY SEC.605.2.
 32) DWG. A-DEW-26 - SUBMIT A PLAN VIEW OF THE
 ACCESSIBLE TRANSFER TYPE SHOWER (36" X 36") WITH THE
 SEAT. COMPLY W/ SEC.608.4, 604.8.1.6, 610. CONTROLS
 SHALL BE LOCATED IN COMPLIANCE WITH SEC.608.5.
 33) DWG. A-FOG-01 - THE SINK IN THE OFFICE SHALL COMPLY
 WITH SEC.212.1 & 606 OF THE FBC, ACCESSIBILITY.
 34) DWG. A-FOG-02- SHOW THE SQUARE FOOTAGE OF THE ROOF
 THAT IS DRAINED BY EACH SCUPPER AND DOWNSPOUT.COMPLY
 W/FBC PLUMBING TABLE 1106.2(2), 1106.7.
  
 VOLUME # 6
 NO COMMENTS
  
 VOLUME #7
  
 35) ALL WASTTE STACKS TO HAVE CLEANOUTS IN BASE OF
 STACK. FBC,PLUMBING, 708.3.4.
 36) ALL HOSE BIBBS AND HOSE REELS TO HAVE SHUTOFF
 VALVES PER SEC.606.2 OF FBC, PLUMBING,
 37) SIZE ALL SECTIONS OF THE SANITARY AND VENTS ON ALL
 THE RISER DIAGRAMS.SIZE ALL SECTION OF THE WATER MAIN
 TO THE LOCKER/SHOWERS ON LEVEL 42.00. THE WATER RISERS
 FROM THE LOWER LEVEL (20.00' ) TO THE INTERMEDIATE
 LEVEL (42.00 ) SHALL BE EQUIPPED WITH FULL OPEN VALVES
 PER SEC.606.1. 2010 FBC, PLUMBING.
 38) SUBMIT SPECIFICATIONS FOR THE TANKLESS WATER
 HEATER. WPB AMEND. TO 2010 FBC SEC.107.2.1.
 39) DWG.P-DEW-05 - THE CONNECTION OF THE ELEVATOR SUMP
 TO THE DRAINAGE SYSTEM SHALL COMPLY W/FBC, PLUMBING,
 SEC.712.3.5.
 40) SUBMIT MANUF. SPECIFICATION SHEETS FOR THE STANCOR
 OIL MINDER PUMP. WPB AMEND. TO 2010 FBC SEC.107.2.1.
 41) A CHECK VALVE AND FULL OPEN VALVE LOCATED ON THE
 DISCHARGE SIDE OF THE CHECK VALVE SHALL BE INSTALLED IN
 THE PUMP/ EJECTOR DISCHARGE PIPING AND SHALL BE
 INSTALLED PER 2010 FBC,PLUMBING, SEC.712.2. CONNECTION
 TO THE DRAINAGE SYSTEM SHALL COMPLY WITH SEC.712.3.5.
 42) A VACUUM RELIEF VALVE IS REQD. ON THE WATER HEATER
 IN THE SEPTAGE FOG ATTENDANT BUILDING PER FBC,
 PLUMBING, SEC. 504.2.
 43) DWG.P-FOG-01 - SHOW THE REQUIRED CLEAR FLOOR SPACE
 FOR THE DRINKING FOUNTAINS IN ACCORRDANCE WITH 2010
 FBC, ACCESSIBILITY, SEC.602, 305, 306.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2014-10-23 Cont ID  
Sent By jroach Date 2014-10-23 Time 16:49 Rev Time 0.00
Received By jroach Date 2014-10-23 Time 16:48 Sent To  
Notes
2014-10-23 16:55:26PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, INFORMAL
 SITE PLAN REVIEW CASE NO. 14-09 MUST BE APPROVED. ALL
 PLANS AND PLATS REVIEW COMMITTEE (PPRC) COMMENTS MUST
 BE ADDRESSED IN ORDER TO OBTAIN SUCH APPROVAL. PLEASE
 REFER TO ISPR 14-09 (Z14080026) FOR ALL PPRC COMMENTS.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, PRINCIPAL
 PLANNER, AT (561) 822-1448 OR VIA EMAIL AT
 [email protected]
2014-09-11 15:02:089/11/14


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved