Plan Review Notes
Plan Review Notes For Permit 14090256
Permit Number 14090256
Review Stop B
Sequence Number 1
Notes
Date Text
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]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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