Plan Review Details - Permit 17060297
Plan Review Stops For Permit 17060297
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-08-15 Cont ID  
Sent By jwitmer Date 2017-08-15 Time 16:05 Rev Time 0.00
Received By jwitmer Date 2017-08-15 Time 15:57 Sent To  
Notes
2017-08-15 16:03:152014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060297
 ADD: 222 LAKEVIEW AVE. UNIT: 3N
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-358-4439
 E-MAIL: ????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
 3RD REVIEW
 DATE: TUES. AUGUST 15/2017
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO: SHEET A-1 SHOWS THE USE OF BOTH
 CERAMIC TILE AND WOOD FLOORS. BLDG TYPE: TYPE I/ TYPE
 II FLOOR INSULATION (FBC-B 2014) FOR TILE, STONE,
 MARBLE AND WOOD FLOORING ALL NEED TO HAVE HAD THE SOUND
 UNDERLAYMENT TESTED FLOOR ASSEMBLIES FOR EACH
 APPLICATION TO THE FOLLOWING STANDARDS AND MEET THE
 QUALIFICATIONS LISTED UNDER EACH OF THE STANDARDS FOR A
 6 INCH CONCRETE FLOOR ASSEMBLY/ NO DROPPED CEILING:
 PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:
  
 1A) BUILDING PROVISO/ DEFERRED SUBMITTAL: FBC-B 2014
 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING ASSEMBLIES
 BETWEEN DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A
 PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE
 AN IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS
 THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE
 WITH ASTM E 492.
  
 1B) BUILDING PROVISO/ DEFERRED SUBMITTAL: FBC-B 2014
 1207.2 AIR-BORNE SOUND. WALLS, PARTITIONS AND
 FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM
 EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
 SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45
 IF FIELD TESTED) FOR AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90.
  
 1C) BUILDING PROVISO/ DEFERRED SUBMITTAL: FLAME SPREAD-
 FBC-B 2014 603.1. EXCEPTION 2. INSULATION INSTALLED
 BETWEEN A FINISHED FLOOR AND SOLID DECKING WITHOUT
 INTERVENING AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME
 SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 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 2 Status F Date 2017-07-21 Cont ID  
Sent By jwitmer Date 2017-07-21 Time 07:02 Rev Time 0.00
Received By jwitmer Date 2017-07-20 Time 16:53 Sent To  
Notes
2017-07-21 07:06:042014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060297
 ADD: 222 LAKEVIEW AVE. UNIT: 3N
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-358-4439
 E-MAIL: ????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 2ND REVIEW
 DATE: FRI. JULY 21/2017
 ACTION: DENIED
  
 1) THE DOLLAR AMOUNT LISTED UNDER THE CONTRACT VALUE
 APPEARS TO BE LOW. ONCE THE CONTRACTOR HAS BEEN
 DETERMINED AND DOLLAR AMOUNT VERIFIED. 108.3* BUILDING
 PERMIT VALUATION.
  
 2) COMPLIED. TYPE IA CONSTRUCTION.
  
 3) 2ND REQUEST. THE LS-1 SHEET LISTS THE OCCUPANCIES
 FOR THIS UNIT AS BUSINESS & RESIDENTIAL (RZ?). NEITHER
 SHEET D-1 NOR A-1 SHOW ANY PORTION OF THE UNIT AS A
 BUSINESS OCCUPANCY. PLEASE NOTE IF ANY PORTION OF THE
 PROPOSED RESIDENTIAL UNIT IS TO BE OFFERED TO THE
 PUBLIC AS AN OFFICE THEN THIS IS A WORK LIVE LOFT
 GOVERNED UNDER SECTION 419 OF THE FBC-B. IF THIS IS A
 SINGLE RESIDENTIAL UNIT FOR LONG TERM USE THEN IT IS
 CONSIDERED A R2 OCCUPANCY GROUP. SEE 310.4 OF THE 2014
 FBC-B.
  
 4) BUILDING PROVISO: SHEET A-1 SHOWS THE USE OF BOTH
 CERAMIC TILE AND WOOD FLOORS. BLDG TYPE: TYPE I/ TYPE
 II FLOOR INSULATION (FBC-B 2014) FOR TILE, STONE,
 MARBLE AND WOOD FLOORING ALL NEED TO HAVE HAD THE SOUND
 UNDERLAYMENT TESTED FLOOR ASSEMBLIES FOR EACH
 APPLICATION TO THE FOLLOWING STANDARDS AND MEET THE
 QUALIFICATIONS LISTED UNDER EACH OF THE STANDARDS FOR A
 6 INCH CONCRETE FLOOR ASSEMBLY/ NO DROPPED CEILING:
 PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:
 4A) BUILDING PROVISO/ DEFERRED SUBMITTAL: FBC-B 2014
 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING ASSEMBLIES
 BETWEEN DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A
 PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE
 AN IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS
 THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE
 WITH ASTM E 492.
  
 4B) BUILDING PROVISO/ DEFERRED SUBMITTAL: FBC-B 2014
 1207.2 AIR-BORNE SOUND. WALLS, PARTITIONS AND
 FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM
 EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
 SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45
 IF FIELD TESTED) FOR AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90.
  
 4C) BUILDING PROVISO/ DEFERRED SUBMITTAL: FLAME SPREAD-
 FBC-B 2014 603.1. EXCEPTION 2. INSULATION INSTALLED
 BETWEEN A FINISHED FLOOR AND SOLID DECKING WITHOUT
 INTERVENING AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME
 SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 4D) PLEASE ALSO REVIEW FIRES NOTES THAT DEAL WITH THE
 EXTERIOR CONCRETE DECK WHERE NO FIRE SPRINKLERS ARE
 LOCATED AND THE REQUIREMENTS OF NFPA, WHICH ARE MORE
 RESTRICTIVE OF THE 2 CODES. 101.4.5 FIRE PREVENTION.
 THE DESIGNER OF RECORD COULD SUBMIT TO THE BUILDING
 OFFICIAL A REQUEST UNDER ALTERNATIVE MATERIALS, DESIGN
 AND METHODS OF CONSTRUCTION SECTION 104.11 OF THE 2014
 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 5)2ND REQUEST. EVEN IF GIVEN THE WORST CASE SCENARIO(
 AS INDICATED ON THE PLAN) ONE CAN?T EVEN REVIEW FOR
 WIND DESIGN PRESSURES IF THE UNKNOWN IS THE HEIGHT OF
 THE BUILDING, OTHERWISE WORST CASE SCENARIO IS A D
 EXPOSURE AND THE SQUARE FOOTAGE OF 10 SQ. FT. IN A WALL
 ZONE 5, THE PRESSURES IN THIS SITUATION ARE HIGHER THAN
 THE SUBMITTED PRODUCT APPROVAL. ADDITIONAL INFORMATION
 IS REQUIRED TO SEE IF THE PRODUCT APPROVAL WOULD MEET
 THE REQUIRED WIND SPEED AND ASSOCIATED PRESSURES.
  
 SHEET A-1 SHOWS THE NEW INSTALLATION OF SLIDING GLASS
 DOORS ON THE 18TH AND 19TH FLOORS. IN THIS SET OF PLANS
 THERE IS NO WIND DESIGN CRITERIA PROVIDED. 2014 FBC-B
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 6A) COMPLIED.
  
 6B) 2ND REQUEST. SUBMITTED PRODUCT APPROVAL A
 MIAMI-DADE NOA 16-0629.10 PGT SGD-780 (TABLE 1 OR TABLE
 3 ) HAS NOT IDENTIFIED THE UNIT SIZES, TYPE OF GLAZING,
 ANCHOR TYPES AND SPACING, SILL RISER HEIGHT AND
 ASSOCIATED PRESSURES NOR THE PRESSURES ASSOCIATED WITH
 EACH GLAZING AND ANCHOR TYPE.
 FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
 OPENING WIDTH & HEIGHT, TYPE OF GLAZING, 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.
  
 6C) 2ND REQUEST. 1710.5.1.1FBC-B EXTERIOR WINDOWS AND
 DOORS. (EXCEPTION) 2. DOOR ASSEMBLIES INSTALLED WHERE
 THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 NEED
 NOT BE TESTED FOR WATER INFILTRATION. THE OVERHANG
 RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION:
 OH RATIO = OH LENGTH/OH HEIGHT
 WHERE:
 OH LENGTH = THE HORIZONTAL MEASURE OF HOW FAR AN
 OVERHANG OVER A DOOR PROJECTS OUT FROM DOOR SURFACE.
 OH HEIGHT = THE VERTICAL MEASURE OF THE DISTANCE FROM
 THE DOOR SILL TO THE BOTTOM OF THE OVERHANG OVER A
 DOOR.
  
 6D) SEMI-COMPLIED. THE PRODUCT APPROVAL HAS THE STAMP
 OF ACCEPTANCE BUT NONE OF THE TABLES ARE FILED OUT
 SHOWING THE WIDTH OF THE DOOR, HEIGHT, SILL HEIGHT,
 ANCHORS GLAZING TYPE NOR ANCHORS TO PROVE CODE
 COMPLIANCE.
 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..
  
 7) COMPLIED.
  
 8) SHEET A-6 COMPLIED.
  
 8A) SEMI- COMPLIED. TREAD DEPTH IS GIVEN BUT NOT THE
 HEIGHT OF THE RISERS. 1009.7.4 DIMENSIONAL UNIFORMITY.
 STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND
 SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST
 RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD
 DEPTH SHALL NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT
 OF STAIRS.
  
 8B-C) COMPLIED.
  
 9) COMPLIED.
  
 10) 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 2017-06-19 Cont ID  
Sent By jwitmer Date 2017-06-19 Time 11:30 Rev Time 0.00
Received By jwitmer Date 2017-06-19 Time 08:32 Sent To  
Notes
2017-06-19 11:30:092014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060297
 ADD: 222 LAKEVIEW AVE. UNIT: 3N
 CONT: TBD/ TO BE DETERMINED
 TEL: ???????????????
 E-MAIL: ????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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: MON. JUNE 19/2017
 ACTION: DENIED
  
 1) THE DOLLAR AMOUNT LISTED UNDER THE CONTRACT VALUE
 APPEARS TO BE LOW. ONCE THE CONTRACTOR HAS BEEN
 DETERMINED AND DOLLAR AMOUNT VERIFIED. 108.3* BUILDING
 PERMIT VALUATION.
  
 2) THE COVERSHEET CS-1 AND THE LS-1 SHEET BOTH INDICATE
 THE MINIMUM BUILDING TYPE TO BE TYPE II CONSTRUCTION.
 PLEASE UPDATE PLANS. THE 2014 FBC-B TABLE 503 FOR R2
 OCCUPANCY FOR TYPE II CONSTRUCTION WITH A 1 STORY
 ALLOWABLE INCREASE ONLY PROVIDES A 5 STORY BUILDING.
 TYPE IB CONSTRUCTION FOR R2 OCCUPANCY WITH A 1 STORY
 INCREASE ONLY ALLOWS FOR A BUILDING OF 12 STORIES. THIS
 UNIT IS ON LEVELS 18, 19 & 20. TABLE 503 FOR R2
 OCCUPANCY WILL REQUIRE THE CONSTRUCTION TYPE TO BE A
 MINIMUM CONSTRUCTION OF TYPE IA.
  
 3) THE LS-1 SHEET LISTS THE OCCUPANCIES FOR THIS UNIT
 AS BUSINESS & RESIDENTIAL. NEITHER SHEET D-1 NOR A-1
 SHOW ANY PORTION OF THE UNIT AS A BUSINESS OCCUPANCY.
 PLEASE NOTE IF ANY PORTION OF THE PROPOSED RESIDENTIAL
 UNIT IS TO BE OFFERED TO THE PUBLIC AS AN OFFICE THEN
 THIS IS A WORK LIVE LOFT GOVERNED UNDER SECTION 419 OF
 THE FBC-B. IF THIS IS A SINGLE RESIDENTIAL UNIT FOR
 LONG TERM USE THEN IT IS CONSIDERED A R2 OCCUPANCY
 GROUP. SEE 310.4 OF THE 2014 FBC-B.
  
 4) SHEET A-1 SHOWS THE USE OF BOTH CERAMIC TILE AND
 WOOD FLOORS. BLDG TYPE: TYPE I/ TYPE II FLOOR
 INSULATION (FBC-B 2014) FOR TILE, STONE, MARBLE AND
 WOOD FLOORING ALL NEED TO HAVE HAD THE SOUND
 UNDERLAYMENT TESTED FLOOR ASSEMBLIES FOR EACH
 APPLICATION TO THE FOLLOWING STANDARDS AND MEET THE
 QUALIFICATIONS LISTED UNDER EACH OF THE STANDARDS FOR A
 6 INCH CONCRETE FLOOR ASSEMBLY/ NO DROPPED CEILING:
 PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:
 4A) FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
 BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 4B) FBC-B 2014 1207.2 AIR-BORNE SOUND. WALLS,
 PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR
 AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E
 90.
  
 4C) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 4D) PLEASE ALSO REVIEW FIRES NOTES THAT DEAL WITH THE
 EXTERIOR CONCRETE DECK WHERE NO FIRE EXTINGUISHERS ARE
 LOCATED AND THE REQUIREMENTS OF NFPA, WHICH ARE MORE
 RESTRICTIVE OF THE 2 CODES. 101.4.5 FIRE PREVENTION.
  
 5) SHEET A-1 SHOWS THE NEW INSTALLATION OF SLIDING
 GLASS DOORS ON THE 18TH AND 19TH FLOORS. IN THIS SET OF
 PLANS THERE IS NO WIND DESIGN CRITERIA PROVIDED. 2014
 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 6A) SHEET A-7 HAS A WIND DESIGN CHART FOR A SERIES OF
 SLIDING GLASS DOORS. PLEASE NOTE THIS PRODUCT DOES NOT
 INDICATE WHO?S PRODUCT THIS IS NOR IS THERE ANY PRODUCT
 APPROVAL FOR THIS PRODUCT PROVIDE. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 6B) SUBMITTED PRODUCT APPROVAL A MIAMI-DADE NOA
 16-0629.10 PGT SGD-780 HAS NOT IDENTIFIED THE UNIT
 SIZES, TYPE OF GLAZING, ANCHOR TYPES AND SPACING, SILL
 RISER HEIGHT AND ASSOCIATED PRESSURES NOR THE PRESSURES
 ASSOCIATED WITH EACH GLAZING AND ANCHOR TYPE.
 FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
 OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
 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.
  
 6C) 1710.5.1.1FBC-B EXTERIOR WINDOWS AND DOORS.
 (EXCEPTION) 2. DOOR ASSEMBLIES INSTALLED WHERE THE
 OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 NEED NOT
 BE TESTED FOR WATER INFILTRATION. THE OVERHANG RATIO
 SHALL BE CALCULATED BY THE FOLLOWING EQUATION:
 OH RATIO = OH LENGTH/OH HEIGHT
 WHERE:
 OH LENGTH = THE HORIZONTAL MEASURE OF HOW FAR AN
 OVERHANG OVER A DOOR PROJECTS OUT FROM DOOR SURFACE.
 OH HEIGHT = THE VERTICAL MEASURE OF THE DISTANCE FROM
 THE DOOR SILL TO THE BOTTOM OF THE OVERHANG OVER A
 DOOR.
  
 6D) 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..
  
 7) SHEET A-6 INDICATES (2) CUT SECTIONS OF THE HANDRAIL
 WITH THE PERIMETER OF THE HAND RAIL GREATER THAN 6 ?
 INCHES. PLEASE PROVIDE COMPLIANCE WITH SECTION
 1012.3.2. TYPE II HANDRAILS. HANDRAILS WITH A PERIMETER
 GREATER THAN 61/4 INCHES (160 MM) SHALL PROVIDE A
 GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE
 PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A
 DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM
 THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH
 OF AT LEAST 5/16 INCH (8 MM) WITHIN 7/8 INCH BELOW THE
 WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH
 SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS
 NOT LESS THAN 1 3/4 INCHES BELOW THE TALLEST PORTION OF
 THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE
 THE RECESS SHALL BE 1 1/4 INCHES TO A MAXIMUM OF 2 3/4
 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH.
  
 8) SHEET A-6 INDICATES THE REPLACEMENT OF THE STAIR
 TREADS, PLEASE PROVIDE THE THICKNESS OF THE EXISTING
 TREADS AND THE PROPOSED NEW TREADS. 2014 FBC-B:
 8A) 1009.7.4 DIMENSIONAL UNIFORMITY. STAIR TREADS AND
 RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE
 TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT
 OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL
 NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT OF STAIRS.
 8B) 1009.7.5.1 NOSING PROJECTION SIZE. THE LEADING EDGE
 (NOSINGS) OF TREADS SHALL PROJECT NOT MORE THAN 1 1/4
 INCHES (32 MM) BEYOND THE TREAD BELOW.
 8C) 1009.7.5.2 NOSING PROJECTION UNIFORMITY. ALL NOSING
 PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM
 SIZE, INCLUDING THE PROJECTIONS OF THE NOSINGS LEADING
 EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.
  
 9A) 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. SHEET
 A-6 SHOWS DETAILS WITH A 36 INCH GUARDRAIL AND A 42
 INCH HANDRAIL, PLEASE CONFIRM WHAT IS TO BE REPLACED
 AND WHAT IS NEW GLAZING FOR THE GUARDRAIL SYSTEM.
  
 9B) IF THE GLAZED GUARDRAIL SYSTEM IS BEING REPLACED
 THEN PROVIDE THE TYPE OF GLAZING TO BE INSTALLED IN
 COMPLIANCE WITH 2014 FBC-B . 2406.4.4 GLAZING IN GUARDS
 AND RAILINGS. GLAZING IN GUARDS AND RAILINGS, INCLUDING
 STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL
 PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING
 SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION.
  
 10) 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 2017-07-26 Cont ID  
Sent By jpearson Date 2017-07-26 Time 12:50 Rev Time 0.00
Received By jpearson Date 2017-07-26 Time 12:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-06-15 Cont ID  
Sent By jleahy Date 2017-06-15 Time 16:44 Rev Time 0.00
Received By jleahy Date 2017-06-15 Time 16:39 Sent To  
Notes
2017-06-15 16:44:36CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH ED
 NFPA 70 2011 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
  
  
 210.8 GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION
 FOR PERSONNEL
  
 (A) DWELLING UNITS. ALL 125-VOLT, SINGLE-PHASE, 15- AND
 20-AMPERE RECEPTACLES INSTALLED IN THE LOCATIONS
 SPECIFIED
 IN 210.8(A)(1) THROUGH (10) SHALL HAVE GROUND-FAULT
 CIRCUI T
 INTERRUPTER PROTECTION FOR PERSONNEL.
 (7) SINKS ? WHERE RECEPTACLES ARE INSTALLED WITHIN 1.8
 M
 (6 FT) OF THE OUTSIDE EDGE OF THE SINK
  
 210.52 DWELLING UNIT RECEPTACLE OUTLETS
  
 (A) GENERAL PROVISIONS. IN EVERY KITCHEN, FAMILY ROOM,
 DINING
 ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM,
 BEDROOM, RECREATION
 ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNITS,
 RECEPTACLE
 OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE
 GENERAL PROVISIONS
 SPECIFIED IN 210.52(A)(1) THROUGH (A)(4).
  
 (1) SPACING. RECEPTACLES SHALL BE INSTALLED SUCH THAT
 NO POINT
 MEASURED HORIZONTALLY ALONG THE FLOOR LINE OF ANY WALL
 SPACE IS
 MORE THAN 1.8 M (6 FT) FROM A RECEPTACLE OUTLET.
  
 (2) WALL SPACE. AS USED IN THIS SECTION, A WALL SPACE
 SHALL
 INCLUDE THE FOLLOWING:
 (1) ANY SPACE 600 MM (2 F T) OR MORE IN WIDTH
 (INCLUDING SPACE
 MEASURED AROUND CORNERS) AND UNBROKEN ALONG THE FLOOR
 LINE BY DOORWAYS AND SIMILAR OPENINGS, FIREPLACES, AND
 FIXED CABINETS
 (2) THE SPACE OCCUPIED BY FIXED PANELS IN EXTERIOR
 WALLS,
 EXCLUDING SLIDING PANELS
 (3) THE SPACE AFFORDED BY FIXED ROOM DIVIDERS, SUCH AS
 FREESTANDING
 BAR-TYPE COUNTERS OR RAILINGS
  
  
 408. 4 FIELD IDENTIFICATION REQUIRED
 (A) CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. EVERY
 CIRCUIT
 AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS
 TO
 ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. THE
 IDENTIFICATION
 SHALL INCLUDE AN APPROVED DEGREE OF DETAIL THAT ALLOWS
 EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. SPARE
 POSITIONS
 THAT CONTAIN UNUSED OVERCURRENT DEVICES OR SWITCHES
 SHALL BE
 DESCRIBED ACCORDINGLY. THE IDENTIFICATION SHALL BE
 INCLUDED IN
 A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR
 INSIDE OF THE
 PANEL DOOR IN THE CASE OF A PANELBOARD AND AT EACH
 SWITCH OR
 CIRCUIT BREAKER IN A SWITCHBOARD OR SWITCHGEAR. NO
 CIRCUIT SHALL
 BE DESCRIBED IN A MANNER THAT DEPENDS ON TRANSIENT
 CONDITIONS
 OF OCCUPANCY.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-08-14 Cont ID  
Sent By pleduc Date 2017-08-14 Time   Rev Time 0.00
Received By pleduc Date 2017-08-11 Time 15:05 Sent To B
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-07-24 Cont ID  
Sent By pleduc Date 2017-07-24 Time   Rev Time 0.00
Received By pleduc Date 2017-07-21 Time 17:09 Sent To  
Notes
2017-07-24 11:02:03THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 IN AN EFFORT TO MOVE THIS PROJECT FORWARD PLEASE
 CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 PRIOR TO INSTALLATION AND AT THE TIME OF FIRE
 INSPECTION. FAILURE TO FOLLOW THESE PROVISO COMMENTS
 WILL RESULT IN A FAILED FIRE INSPECTION.
  
  
 1) THERE IS INSUFFICIENT DETAIL AND INFORMATION
 REGARDING THE MATERIAL PROPOSED FOR THE EXTERIOR WOOD
 DECK. NO PRODUCT/MATERIALS SHEETS WERE PROVIDED.
  
  
  
 2) THE MANUFACTURES SPECIFICATION SHEETS FOR THE WOOD
 DECKING SHALL BE SUBMITTED UNDER THIS PERMIT FOR
 APPROVAL PRIOR TO ANY DECKING INSTALLATION. NO
 EXCEPTIONS WILL BE MADE.
  
  
  
 3) ALL THE MATERIALS SHALL BE NONCOMBUSTIBLE,
 LIMITED-COMBUSTIBLE, OR FIRE RETARDANT TREATED WOOD AS
 DEFINED IN NFPA 703, STANDARD FOR FIRE RETARDANT
 TREATED WOOD AND FIRE-RETARDANT COATINGS FOR BUILDING
 MATERIALS.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-06-14 Cont ID  
Sent By pleduc Date 2017-06-14 Time   Rev Time 0.00
Received By pleduc Date 2017-06-13 Time 16:05 Sent To  
Notes
2017-06-14 11:47:28THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 7 - THERE IS INDICATIONS OF NEW WOOD
 FLOORING SYSTEM OVER THE BALCONY.
  
 PER NFPA 13,
  
 8.15.7* EXTERIOR ROOFS, CANOPIES, PORTE-COCHERES,
 BALCONIES, DECKS, OR SIMILAR PROJECTIONS.
 8.15.7.1 UNLESS THE REQUIREMENTS OF 8.15.7.2, 8.15.7.3,
 OR
 8.15.7.4 ARE MET, SPRINKLERS SHALL BE INSTALLED UNDER
 EXTERIOR ROOFS, CANOPIES, PORTE-COCHERES, BALCONIES,
 DECKS, OR SIMILAR PROJECTIONS EXCEEDING 4 FT (1.2 M) IN
 WIDTH.
 8.15.7.2* SPRINKLERS SHALL BE PERMITTED TO BE OMITTED
 WHERE THE CANOPIES, ROOFS, PORTE-COCHERES, BALCONIES,
 DECKS, OR SIMILAR PROJECTIONS ARE CONSTRUCTED WITH
 MATERIALS THAT ARE NONCOMBUSTIBLE, LIMITED-COMBUSTIBLE,
 OR FIRE RETARDANT?TREATED
 WOOD AS DEFINED IN NFPA 703, STANDARD FOR FIRE
 RETARDANTTREATED WOOD AND FIRE-RETARDANT COATINGS FOR
 BUILDING MATERIALS.
 8.15.7.3 SPRINKLERS SHALL BE PERMITTED TO BE OMITTED
 FROM BELOW THE CANOPIES, ROOFS, PORTE-COCHERES,
 BALCONIES, DECKS, OR SIMILAR PROJECTIONS OF COMBUSTIBLE
 CONSTRUCTION, PROVIDED THE EXPOSED FINISH MATERIAL ON
 THE ROOFS, CANOPIES, OR PORTECOCHERES ARE
 NONCOMBUSTIBLE, LIMITED-COMBUSTIBLE, OR FIRE RETARDANT
 TREATED WOOD AS DEFINED IN NFPA 703, STANDARD FOR FIRE
 RETARDANT TREATED WOOD AND FIRE-RETARDANT COATINGS FOR
 BUILDING MATERIALS, AND THE ROOFS, CANOPIES, OR
 PORTE-COCHERES CONTAIN ONLY SPRINKLERED CONCEALED
 SPACES OR ANY OF THE FOLLOWING UNSPRINKLERED
 COMBUSTIBLE CONCEALED SPACES:
 (1) COMBUSTIBLE CONCEALED SPACES FILLED ENTIRELY WITH
 NONCOMBUSTIBLE INSULATION
 (2) LIGHT OR ORDINARY HAZARD OCCUPANCIES WHERE
 NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE CEILINGS ARE
 DIRECTLY ATTACHED TO THE BOTTOM OF SOLID WOOD JOISTS SO
 AS TO CREATE ENCLOSED JOIST SPACES 160 FT3 (4.5 M3) OR
 LESS IN VOLUME, INCLUDING SPACE BELOW INSULATION THAT
 IS LAID DIRECTLY ON TOP OR WITHIN THE CEILING JOISTS IN
 AN OTHERWISE SPRINKLERED ATTIC [SEE 11.2.3.1.4(4)(D)]
 (3) CONCEALED SPACES OVER ISOLATED SMALL ROOFS,
 CANOPIES, OR PORTE-COCHERES NOT EXCEEDING 55 FT2 (5.1
 M2) IN AREA
 8.15.7.4 SPRINKLERS SHALL BE PERMITTED TO BE OMITTED
 FROM EXTERIOR EXIT CORRIDORS WHEN THE EXTERIOR WALLS OF
 THE CORRIDOR ARE AT LEAST 50 PERCENT OPEN AND WHEN THE
 CORRIDOR IS ENTIRELY OF NONCOMBUSTIBLE CONSTRUCTION.
 8.15.7.5* SPRINKLERS SHALL BE INSTALLED UNDER ROOFS,
 CANOPIES, PORTE-COCHERES, BALCONIES, DECKS, OR SIMILAR
 PROJECTIONS GREATER THAN 2 FT (0.6 M) WIDE OVER AREAS
 WHERE COMBUSTIBLES ARE STORED.
  
 THE PROPOSED WOOD DECKING IS NOT APPROVED FOR
 INSTALLTION AND ANY INSTALLATION OF COMBUSTIBLE
 MATERIALS SHALL MEET ALL THE REQUIREMENTS NOTED AND/OR
 THE AREA SHALL BE PROTECTED WITH FIRE SPRINKLERS.
  
 PLEASE CORRECT OR DISCONTINUE THE PROPOSED.
  
  
  
 2) SHEET E 1 - THERE ARE INDICATIONS OF FIRE ALARM
 DEVICES. ANY FIRE ALARM WORK SHALL BE DONE UNDER
 SEPARATE SHOP DRAWING BY CERTIFIED LIFE SAFETY
 CONTRACTORS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF INTENDED
 COMPLIANCE.
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) 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 3 Status N Date 2017-08-15 Cont ID  
Sent By jwitmer Date 2017-08-15 Time 16:06 Rev Time 0.00
Received By jwitmer Date 2017-08-10 Time 09:52 Sent To  
Notes
2017-08-11 09:52:53RESUB ROUTED TO FIRE INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-07-26 Cont ID  
Sent By jpearson Date 2017-07-26 Time 12:50 Rev Time 0.00
Received By jpearson Date 2017-07-14 Time 11:08 Sent To  
Notes
2017-07-18 11:08:51B06
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-07-03 Cont ID  
Sent By cpuell Date 2017-07-03 Time 11:21 Rev Time 0.00
Received By cpuell Date 2017-06-07 Time 16:09 Sent To  
Notes
2017-06-08 16:09:26B06
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-06-19 Cont ID  
Sent By jwitmer Date 2017-06-19 Time 11:30 Rev Time 0.00
Received By jwitmer Date 2017-06-19 Time 08:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2017-07-25 Cont ID  
Sent By ccole Date 2017-07-25 Time 09:27 Rev Time 0.00
Received By ccole Date 2017-07-25 Time 08:57 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-06-20 Cont ID  
Sent By ccole Date 2017-06-20 Time 11:46 Rev Time 0.00
Received By ccole Date 2017-06-20 Time 10:48 Sent To  
Notes
2017-06-20 11:55:221ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17060297
 6/20/17
  
 RESULTS: DENIED.
  
 1) SHOW THE LOCATIONS OF THE NEW DRYER AND EXHAUST DUCT
 AS A RESULT OF THE DEMOLITION. SUBMIT SPECS FOR THE
 DRYER AND NOTE THAT MAKEUP AIR MAY BE REQUIRED- SEE
 SECTION 504.
  
 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 2 Status P Date 2017-07-25 Cont ID  
Sent By gjohnson Date 2017-07-25 Time 17:53 Rev Time 0.00
Received By gjohnson Date 2017-07-25 Time 15:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-06-15 Cont ID  
Sent By gjohnson Date 2017-06-15 Time 12:39 Rev Time 0.00
Received By gjohnson Date 2017-06-15 Time 09:00 Sent To  
Notes
2017-06-15 12:58:401ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE SANITARY RISER DIAGRAM IS EXTREMELY HARD TO
 FOLLOW PLEASE SUBMIT AN EXPANDED RISER THAT SHOWS EACH
 PIPE CLEARLY WITHOUT OVERLAPPING OTHER PIPES. PER WPB
 AMEND TO FBC 107.2.1
  
 2. THE HORIZONTAL PIPING FOR THE 18TH FLOOR BATHROOMS
 SHOW OPPOSING DIRECTION OF FLOW IF FITTINGS ARE SHOWN
 THEY SHALL ALL SHOW DIRECTION OF FLOOR TOWARDS SOIL
 STACK PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 3. THE RISER ON THE18TH FLOOR SHOWS HORIZONTAL DRY
 VENTS FOR P-3 WHICH ARE NOT ALLOWED BY CODE. PER FBC PL
 905.3 AND 905.4
  
 4. PLEASE SHOW SOIL STACK COMING DOWN FROM 18TH FLOOR.
 PER WPB AMEND TO FBC
  
 5. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH
 WASTE OR SOIL STACK. PER FBC PL 708.3.4
  
 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 Z ZONING
Rev No 1 Status N Date 2017-06-29 Cont ID  
Sent By aaponte Date 2017-06-29 Time 15:36 Rev Time 0.00
Received By aaponte Date 2017-06-29 Time 15:36 Sent To  
Notes
2017-06-29 15:36:25INTERIOR REMODEL OF RESIDENTIAL UNIT.


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