Plan Review Details - Permit 14050151
Plan Review Stops For Permit 14050151
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2014-11-21 Cont ID  
Sent By jwitmer Date 2014-11-21 Time 16:06 Rev Time 0.00
Received By jwitmer Date 2014-11-21 Time 16:06 Sent To  
Notes
2014-11-21 16:07:47BUILDING PLAN REVIEW
 PERMIT: 14050151
 ADD: 1950 GOLDEN LAKES BLVD.
 CONT: ANTIOCH CONSTRUCTION
 TEL: (813)220-0281
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 3RD REVIEW
 DATE: FRI. NOV. 21/2014
 ACTION: APPROVED.
  
  
 1) THE SUBMITTED VALUE FOR THE 3 BUILDINGS $
 1,948,959.38 IS LOW, THE CALCUALTED VALUE THE CITY
 VALUES THIS PROJECT AT IS $2,408,748.60. THIS IS
 DERIVED BY THE SQUARE FOOTAGE OF THE 3 BUILDINGS 15,178
 @ $158.70= $2,408,748.60.
 ANTIOCH CONTRACTING HAS SUBMITTED THEIR COST BREAK
 DOWN. THE COST BREAK DOWN IS MISSING THE ARCHITECTURAL
 AND DESIGN FEES IN THE COST BREAK DOWN, PLEASE PROVIDE
 THE COST BREAK DOWN WITH THIS ADDENDUM.
  
 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.
  
 ALL STAND ALONE PERMITS:
 IRRIGATION,
 LANDSCAPE,
 BACKFLOW,
 OIL SEPARATOR,
 AWNINGS,
 SIGNAGE,
 FIRE ALARM OR
 FIRE SPRINKLER PERMIT SHOULD BACK OUT THERE VALUE FROM
 THE $2,408, 748.00 IN VALUE, THAT WOULD BE THE COST OF
 THE JOB WE WILL SET THE PERMIT FEES AT THAT
 TIME. NOTE THAT WILL BE THE CONTRACT VALUE FOR THOUGHS
 PERMITS IF LOW THEY WILL BE RE-EVALUATED AT THAT TIME.
  
 2) COMPLIED, SOILS REPORT FILED UNDER THE FOUNDATION
 PERMIT # 14080148.
  
 3) COMPLIED, FLOOD ELEVATION CERTIFICATE FILED UNDER
 THE FOUNDATION PERMIT # 14080148.
  
 4) COMPLIED.
  
 5-7) COMPLIED.
  
 8) COMPLIED. SUBMITTED PRESSURES ARE IN VULT FOR 165
 MPH, EXP. C MEAN ROOF HEIGHT 34 FT.
  
  
 9) COMPLIED.
  
 10- 11) DEFERRED SUBMITTAL BY SPECIALTY ENGINEER, TOWER
 AND TRIM.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2014-11-15 Cont ID  
Sent By jwitmer Date 2014-11-15 Time 09:31 Rev Time 0.00
Received By jwitmer Date 2014-11-14 Time 11:06 Sent To  
Notes
2014-11-14 11:12:40BUILDING PLAN REVIEW
 PERMIT: 14050151
 ADD: 1950 GOLDEN LAKES BLVD.
 CONT: ANTIOCH CONSTRUCTION
 TEL: (813)220-0281
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 3RD REVIEW
 DATE: FRI. NOV. 14/2014
 ACTION: DENIED
  
  
 1) THE SUBMITTED VALUE FOR THE 3 BUILDINGS $
 1,948,959.38 IS LOW, THE CALCUALTED VALUE THE CITY
 VALUES THIS PROJECT AT IS $2,408,748.60. THIS IS
 DERIVED BY THE SQUARE FOOTAGE OF THE 3 BUILDINGS 15,178
 @ $158.70= $2,408,748.60.
 ANTIOCH CONTRACTING HAS SUBMITTED THEIR COST BREAK
 DOWN. THE COST BREAK DOWN IS MISSING THE ARCHITECTURAL
 AND DESIGN FEES IN THE COST BREAK DOWN, PLEASE PROVIDE
 THE COST BREAK DOWN WITH THIS ADDENDUM.
  
 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.
  
 ALL STAND ALONE PERMITS:
 IRRIGATION,
 LANDSCAPE,
 BACKFLOW,
 OIL SEPARATOR,
 AWNINGS,
 SIGNAGE,
 FIRE ALARM OR
 FIRE SPRINKLER PERMIT SHOULD BACK OUT THERE VALUE FROM
 THE $2,408, 748.00 IN VALUE, THAT WOULD BE THE COST OF
 THE JOB WE WILL SET THE PERMIT FEES AT THAT
 TIME. NOTE THAT WILL BE THE CONTRACT VALUE FOR THOUGHS
 PERMITS IF LOW THEY WILL BE RE-EVALUATED AT THAT TIME.
  
 2) COMPLIED, SOILS REPORT FILED UNDER THE FOUNDATION
 PERMIT # 14080148.
  
 3) COMPLIED, FLOOD ELEVATION CERTIFICATE FILED UNDER
 THE FOUNDATION PERMIT # 14080148.
  
 4) COMPLIED.
  
 5-7) COMPLIED.
  
 8) COMPLIED. SUBMITTED PRESSURES ARE IN VULT FOR 165
 MPH, EXP. C MEAN ROOF HEIGHT 34 FT.
  
  
 9) COMPLIED.
  
 10- 11) DEFERRED SUBMITTAL BY SPECIALTY ENGINEER, TOWER
 AND TRIM.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-08-24 Cont ID  
Sent By jwitmer Date 2014-08-24 Time 13:34 Rev Time 0.00
Received By jwitmer Date 2014-08-24 Time 10:15 Sent To  
Notes
2014-08-24 11:36:01BUILDING PLAN REVIEW
 PERMIT: 14050151
 ADD: 1950 GOLDEN LAKES BLVD.
 CONT: ANTIOCH CONSTRUCTION
 TEL: (813)220-0281
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2ND REVIEW
 DATE: SUN AUGUST 24/2014
 ACTION: DENIED
  
 NOTICE:
 CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES THAT A
 LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR TIMES THE
 FEE FOR
 PLAN REVIEW, IF PLANS ARE REJECTED OR MORE TIMES FOR
 REPEATED FAILURE TO CORRECT A CODE VIOLATION.
  
  
 1) THE SUBMITTED VALUE FOR THE 3 BUILDINGS $
 1,948,959.38 IS LOW, THE CALCUALTED VALUE THE CITY
 VALUES THIS PROJECT AT IS $2,408,748.60. THIS IS
 DERIVED BY THE SQUARE FOOTAGE OF THE 3 BUILDINGS 15,178
 @ $158.70= $2,408,748.60.
  
 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) 2ND REQUEST, THE RESPONSE INDICATED THE SOILS REPORT
 WAS ATTACHED? THIS IS NEW CONSTRUCTION AND WILL REQUIRE
 A SOILS TEST & REPORT. 2010 FBC-B 1803.5.2 QUESTIONABLE
 SOIL. WHERE THE CLASSIFICATION, STRENGTH OR
 COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED. 1803.6 REPORTING. WHERE GEOTECHNICAL
 INVESTIGATIONS ARE REQUIRED, A WRITTEN REPORT OF THE
 INVESTIGATIONS SHALL BE SUBMITTED TO THE BUILDING
 OFFICIAL BY THE OWNER OR AUTHORIZED AGENT AT THE TIME
 OF PERMIT APPLICATION.
  
 3) 2ND REQUEST, THE RESPONSE INDICATED THE FLOOD
 ELEVATION CERTIFICATE WAS ATTACHED. FBC BUILDING
 3110.1.2 / CITY OF WPB CODE OF ORDINANCES SECTION
 94-546. STRUCTURE IS LOCATED IN AN "A -H" FLOOD ZONE ,
 BASE FLOOD IS ELEVATION 17'-0" NGVD.
 NOTE THAT THE SURVEY DOES NOT PROVIDE THE PROPOSED
 FINISH FLOOR HEIGHT OF THE MECHANICAL ROOM, WASH
 TUNNEL, VENDING ROOM,OR WASHER ROOM.
  
 . A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION ABOVE THE
 BASE FLOOD.
  
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANT
 A/C PADS OR OTHER SLABS FOR GENERATORS
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31,2015
  
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 4) 2ND REQUEST. THE SURVEY SHEET 2 OF 16 INDICATES BY
 SCALE THE TUNNEL BAY IS APPROXIMATELY 7 FT. FROM THE
 PROPERTY LINE. 2010 FBC-B TABLE 602 WILL REQUIRE THIS
 WALL TO BE A 1 HOUR FIRE RATED WALL AND TABLE 705.8
 WILL ALLOW 10% OF THE WALL TO HAVE UNPROTECTED OPENINGS
 ,PLEASE CALCULATE THE PERCENTAGE OF UNPROTECTED
 OPENINGS WITH THIS WALL.
 1ST REQUEST. PLEASE PROVIDE A SURVEY WITH THE
 DIMENSIONS OF HE PROPOSED BUILDING AND HOW FAR AWAY
 THEY WILL BE FROM THE PROPERTY LINE. 2010 FBC-B TABLE
 602.
 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS
 BASED ON FIRE SEPARATION DISTANCE
  
 5A) SHEET 03 & 04 NOA 11-101314 & NOA 10-09022
 PRESSURES ARE GOOD BUT THE PAGE 1, E-1 & E-2 AS WELL AS
 TECHNICAL SHEETS ARE TO SMALL FOR RECORD RECORDING.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,107.2.1.4 QUALITY OF
 BUILDING PLANS. 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. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH
 THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
 5B) SHEET 07
 FL16554 YKK 35H MISSING PRESSURES AND INSTALLATION
 INSTRUCTIONS
 FL15869 REPUBLIC EXTERIOR DOOR +/- 70 , MISSING
 INSTALLATION INSTRUCTIONS
 FL2211 ROLL UP DOOR +/- 98.3 MISSING INSTALLATION
 INSTRUCTIONS
 FL10234 RUSKIN LOUVER +/- 130 MISSING INSTALLATION
 INSTRUCTIONS
  
 5C) SHEET 08
 FL 2524 EFIS MISSING PRESSURES & INSTALLATION
 INSTRUCTIONS
 FL GAF FL 5680 MISSING SUB-SYSTEMS AND PRESSURES
 FL 5680 TRINTY ERD MISSING SHEET 2 /61 NOTE # 2
 FASTENER LENGTH FOR WOOD, STEEL & CONCRETE
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,107.2.1.4 QUALITY OF
 BUILDING PLANS. 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. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH
 THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
  
 6) 2ND REQUEST. 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. SWING AND ROLL UP DOORS
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, DENSE GLASS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 7) 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.
  
 8) COMPLIED. SUBMITTED PRESSURES ARE IN VULT FOR 165
 MPH, EXP. C MEAN ROOF HEIGHT 34 FT.
  
  
 9) COMPLIED.
  
 10- 11) DEFERRED SUBMITTAL BY SPECIALTY ENGINEER, TOWER
 AND TRIM.
 11C) SHEET S6-13 DETAIL 4 TOWER TRIM ABOVE THE ROOFING
 SYSTEM, THERE IS NO STRUCTURAL DETAILS OF HOW THIS
 COMPONENT IS TO BE DESIGNED OR TO BE ANCHORED TO THE
 TOWER ROOFING AND OR PARAPET. IS THIS SYSTEM TO BE A
 COMPOSITE MATERIAL (MCM PANELS) NEEDING TO COMPLY WITH
 1407.
  
 12-17 ) COMPLIED.
  
 18) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 19) 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-05-25 Cont ID  
Sent By jwitmer Date 2014-05-25 Time 18:12 Rev Time 0.00
Received By jwitmer Date 2014-05-25 Time 14:31 Sent To  
Notes
2014-05-25 18:12:05BUILDING PLAN REVIEW
 PERMIT: 14050151
 ADD: 1950 GOLDEN LAKES BLVD.
 CONT: ANTIOCH CONSTRUCTION
 TEL: (813)220-0281
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: SUN MAY 25/2014
 ACTION: DENIED
  
 1) THE SUBMITTED VALUE FOR THE 3 BUILDINGS $
 1,948,959.38 IS LOW, THE CALCUALTED VALUE THE CITY
 VALUES THIS PROJECT AT IS $2,408,748.60. THIS IS
 DERIVED BY THE SQUARE FOOTAGE OF THE 3 BUILDINGS 15,178
 @ $158.70= $2,408,748.60.
  
 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) THIS IS NEW CONSTRUCTION AND WILL REQUIRE A SOILS
 TEST & REPORT. 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED. 1803.6
 REPORTING. WHERE GEOTECHNICAL INVESTIGATIONS ARE
 REQUIRED, A WRITTEN REPORT OF THE INVESTIGATIONS SHALL
 BE SUBMITTED TO THE BUILDING OFFICIAL BY THE OWNER OR
 AUTHORIZED AGENT AT THE TIME OF PERMIT APPLICATION.
  
 3) FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF
 ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN
 "A -H" FLOOD ZONE , BASE FLOOD IS ELEVATION 17'-0" NGVD
 . A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION ABOVE THE
 BASE FLOOD.
  
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANT
 A/C PADS OR OTHER SLABS FOR GENERATORS
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31,2015
  
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 4) PLEASE PROVIDE A SURVEY WITH THE DIMENSIONS OF HE
 PROPOSED BUILDING AND HOW FAR AWAY THEY WILL BE FROM
 THE PROPERTY LINE. 2010 FBC-B TABLE 602.
 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS
 BASED ON FIRE SEPARATION DISTANCE
  
 5A) SHEET 03 IS A PRODUCT APPROVAL (NOA) THE FIRST 2
 COLUMNS THE RIGHT SIDE OF EACH COLUMN IS CUT OFF,
 MISSING THE PRODUCT APPROVAL NUMBER AND EXPIRATION
 DATE.
  
 5B) ON BOTH SHEETS 03 & 04 THESE PRODUCT APPROVALS ARE
 FOR GLAZED WINDOW OPENINGS, PLEASE IDENTIFY TYPES OF
 GLAZING, WIDTH AND HEIGHT OF OPENINGS AND ASSOCIATED
 PRESSURES.
  
 6) 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. SWING AND ROLL UP DOORS
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, DENSE GLASS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 7) 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.
  
 8) SHEET S1.2 COMPONENTS AND CLADDING PRESSURES ARE LOW
 FOR VULT AT 165 MPH. THE PLANS INDICATE A "B" EXPOSURE.
 TO THE NORTHEAST OF THIS PROPERTY YOU HAVE OVER 6 LANES
 OF TRAFFIC AND THE RIGHT OF WAY PLUS THE LAKE SYSTEM OF
 RIVERWALK AS WELL AS THE LAKES TO THE SOUTHEAST AND
 SOUTHWEST OF THE PROPERETY. PEASE REVIEW:
 2010 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES.
  
 A GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE (0.79
 RAD) SECTOR SHALL BE DETERMINED FOR A DISTANCE UPWIND
 OF THE SITE AS DEFINED IN SECTION 1609.4.3 FROM THE
 CATEGORIES DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING
 AN EXPOSURE CATEGORY AS DEFINED IN SECTION 1609.4.3.
  
 SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FEET
 (9144 MM). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY AND
 GRASSLANDS.THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO
 ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B-TYPE
 TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
 HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
 ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN
 THE UPWIND DIRECTION.
  
 NOTE A C-EXPOSURE WITH A HEIGHT (BUILDING HEIGHT OF 34
 FEET) ADJUSTMENT FACTOR OF 1.45 WILL GREATLY INCREASE
 THESE PRESSURES. TABLE 1609.7(2).
  
 9) SHEET S1.2 THE WIND DESIGN CRITERIA HAS A STATEMENT
 ABOUT SECTION 2610.3 WHICH IS ON THE TOPIC OF SLOPED
 GLAZING FOR FLAT OR CORREGATED PLASTIC SKYLIGHTS?
 ADDITIONAL INFORMATION REQUIED, TYPO. 107.2.1.3.
  
 10) SHEET S4.3 DETAIL S10 TOWER WALL BEING STEEL STUD
 WALL AND THE A-6-7 SHOW THE SAME TOWER CONFIGURATION
 WITH NOTES BY SPECIALLITY ENGINEER, PLEASE PROVIDE
 THESE DRAWINGS SINCE THEY WILL BE PART OF THE MAIN WIND
 FORCE RESISTING SYSTEM, ENCLOSING THE DESIGN. THE STEEL
 FRAME WALL DOES NOT INDICATE HOW IT WILL BE ATTACHED TO
 THE FIRST FLOOR CBS WALL SYSTEM CONTINUEING THE LOAD
 PATH TO THE FOUNDATION. PLEASE SHOW ALSO THE ROOF
 FRAMING MEMBERS AND HOW THEY WILL ALSO BE SECURED AND
 PART OF THE MWFRS. NOTE SHEET S4.3 DETAIL S10 ALSO
 INDICATES THE TOWER ROOFING TO BE PLYWOOD SHEATHING SEE
 PLAN. THIS IS A BUILDING TYPE IIB WHICH IN SECTION
 603.1.1.3 WILL ONLY ALLOW FOR FIRE RETARDANT TREATED
 WOOD.
  
 11) SHEETS A6 SERIES HAVE DETAILS FOR VARIOUS ROOF TRIM
 AND OR OVERHANGS:
  
 11A) SHEET 6-11 DETAIL #9 THE VENDING / VACUMM BLDG,
 THIS DETAIL AGAIN INDICATES THE USE OF WOOD PRODUCTS,
 IT WILL NEED TO BE FIRE RETARDANT TREATED WOOD PRODUCTS
 603.1.1.3. PLEASE ALSO PROVIDE DETAILS OF HOW THIS OVER
 HANG WILL ATTACH TO THE BUILDING AND WITHSTAND THE 165
 VULT WINDS. COMPONENTS AND CLADDING.
  
 11B) SHEET 6-13 DETAIL #1 HAS THE SAME ISSUES WITH WOOD
 AND PLYWOOD REQUIRING FIRE RETARDANT TREATED WOOD AS
 WELL AS ANCHORING TO THE BUILDING, COMPONENTS AND
 CLADDING.
  
 11C) SHEET S6-13 DETAIL 4 TOWER TRIM ABOVE THE ROOFING
 SYSTEM, THERE IS NO STRUCTURAL DETAILS OF HOW THIS
 COMPONENT IS TO BE DESIGNED OR TO BE ANCHORED TO THE
 TOWER ROOFING AND OR PARAPET. IS THIS SYSTEM TO BE A
 COMPOSITE MATERIAL (MCM PANELS) NEEDING TO COMPLY WITH
 1407.
  
 12) SHEET 6-13 DETAIL # 7 PROVIDE SILL FLASHING DETAILS
 IN ACCORDANCE WITH 1405.4.
  
 13) BOTH SHEETS S-11 & S13 ON THE ROOFING OVER HANG
 DETAILS INDICATE THE USE OF PAPER BACKED WIRE LATH, NEW
 TO THE 2007 FBC-B THERE ALSO HAS TO BE A BOND BREAK NOT
 SHOWN ON THE PLANS. SEE 1404.2.1
 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH
 OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO
 PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE
 WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED
 BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT
 PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING:
 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER OR
 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER
 OVER AN APPROVED PLASTIC HOUSE WRAP, OR
 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS.
  
 14) SHEET 2-2 RESTROOMS BACK TO BACK THE INSIDE
 DIMENSION IS 7'-0" THE MINIMUM DIMENSION WITHOUT ANY
 EXTRA TOLERANCES IS 7'-0" MINIMUM UNLESS YOU ARE USING
 A LAVATORY LESS THAN 19 INCHES IN WIDTH. THAT IS AN
 ABSOLUTE NO CHANCE OF A MISTAKE.
  
 15) SHEET 2-1 WHERE IS THE LEGEND FOR THE WALL
 IDENTIFICATION TAGS THERE IS NO LEGEND ON THIS SHEET.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. PLEASE
 IDENTIFY THE WALL BETWEEN THE STORAGE AND STAIR AS A
 ONE HOUR FIRE RATED WALL.
  
 16) SHEET 3-1 THE PLANS INDICATE ROOF DRAINS AND A
 ARROW POINTING TO OVERFLOW SCUPPERS? THE PLANS DO NOT
 PROVIDE NOTATION TO WHERE THEY CAN BE FOUND, HOW LAGRE
 IS THE OPENING FOR THE OVER FLOW SCUPPERS AND HOW FAR
 ABOVE THE ROOF ARE THEY LOCATED. 2010 FBC-B 1503.42.1.
  
 17) SHEET 3-1 PLEASE PROVIDE THE ROOF SIZING
 CALCUALTION FOR AREA AND 1/2 OF THE PARAPETS AND AND
 CONTRIBUTING WALLS AND OR ROOF AREAS. 2010 FBC-B P]
 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN
 OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF
 DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE
 FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11.
  
 18) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 19) 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 3 Status N Date 2014-11-06 Cont ID  
Sent By sciard Date 2014-11-06 Time 15:37 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2014-11-06 15:45:16THIRD REVIEW NOT REQUIRED.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-09-03 Cont ID  
Sent By sciard Date 2014-09-03 Time 13:20 Rev Time 0.00
Received By sciard Date 2014-09-03 Time 13:20 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-06-10 Cont ID  
Sent By dhayes Date 2014-06-10 Time 15:39 Rev Time 0.00
Received By dhayes Date 2014-06-10 Time 09:41 Sent To  
Notes
2014-06-10 15:39:21DATE: 6/10/2014
 PROJECT: LUX AUTO SPA
 PERMIT#: 14050151
 CODE: 2008 EDITION OF THE NEC
 2010 EDITION OF THE FBC
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION 2012 FBC
 SUPPLEMENTS.
 ELECTRICAL PLAN REVIEW
 1ST REVIEW
 ACTION: DENIED
  
 1) CLARIFY THE RISER DIAGRAM. INDICATE THE LOCATION OF
 EACH OF THE PANELS ON THE RISER DIAGRAM AND INCLUDE THE
 BUILDINGS IN WHICH THEY RESIDE.
  
 2) CLARIFY THE FLOOR PLANS AND SITE PLAN. INDICATE THE
 LOCATION OF EACH OF THE PANELS ON THE FLOOR PLAN AND
 SITE PLAN INCLUDING THE BUILDINGS IN WHICH THEY RESIDE.
  
 3) CLARIFY GROUNDING. THE GROUND SYMBOLS ON THE PLANS
 INDICATE MULTIPLE GROUNDING ELECTRODES. ALL GROUNDING
 TO BE COMMON FOR THE GROUNDING SYSTEM 250.64, 250.86,
 250.94, 250.106 AND OTHER SECTIONS AS APPLICABLE.
  
 4) PROVIDE SAFETY LABELING FOR FLASH PROTECTION AND FOR
 THE PANEL BOARDS AND MAIN DISCONNECTING MEANS. NEC
 110.22, 110.16, 110.22
  
 5) ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN
 ACCORDANCE WITH THIS SECTION FOR EVERY BUILDING AND
 STRUCTURE. FOR THE PURPOSE OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCELATORS, WALKWAYS AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY. ADDITIONAL
 EMERGENCY BATTERY BACKED LIGHTING IS REQUIRED FOR
 ADAQUATE ILLUMINATION OF THE EGRESS PATH. FBC 1006.1.1
  
 6) THE BRANCH CIRCUIT FEEDING BATTERY BACKED EMERGENCY
 AND EXIT LIGHTS SHALL BE THE SAME BRANCH CIRCUIT AS
 THAT SERVING THE NORMAL LIGHTING IN THE AREA AND
 CONNECTED AHEAD OF ANY LOCAL SWITCHES. NEC 701.11(G)
  
 7) INDICATE COMPLIANCE WITH FBC-ENERGY. ELECTRICAL
 POWER AND LIGHTING SYSTEMS. (MANDATORY) SECTION 505.
 LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS
 REQUIRED IN SECTIONS FBC-ENERGY, 505.2.1, 505.2.2,
 505.2.3, AND 505.2.4
  
 8) INTERNALLY ILLUMINATED EXIT SIGNS SHALL NOT EXCEED 5
 WATTS PER SIDE. FBC-ENERGY, 505.4
  
 9) PROVIDE A LIGHTING DENSITY SUMMARY ON THE PLAN
 SHOWING COMPLIANCE WITH THE FBC ENERGY 505.5.3
  
 10) 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 AN ASTRONOMICAL TIME SWITCH OR
 PHOTOSENSOR. ALL TIME SWITCHES SHALL BE CAPABLE OF
 RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS
 OF POWER FOR A PERIOD OF AT LEAST 10 HOURS.
  
 11) MECHANICAL EQUIPMENT, ELECTRICAL, TRANSFORMER,
 TELEPHONE EQUIPMENT, ELEVATOR MACHINE OR SIMILAR ROOMS,
 A LISTED SMOKE DETECTOR SHALL BE INSTALLED. FBC
 907.2.18.1
  
 12) ALL COMPONENTS AND CABLES SHALL BE UL LISTED AND
 LABELED FOR USE IN THE MANNER INSTALLED. NEC 110.3
 NOTE: SEPARATE SHOP DRAWINGS AND PERMITS REQUIRED FOR
 SIGNS, SECURITY, NETWORK, CCTV, AUDIO/VIDEO AND FOR THE
 INSTALLATION AND TERMINATION OF THE OUTDOOR MENU
 BOARDS, CANOPY, AND PRE-SALE BOARD.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR AT [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status N Date 2014-11-06 Cont ID  
Sent By mgonzale Date 2014-11-06 Time 15:41 Rev Time 0.00
Received By mgonzale Date 2014-11-07 Time   Sent To  
Notes
2014-11-06 15:44:58THIRD REVIEW NOT REQUIRED.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-08-05 Cont ID  
Sent By Mgonzale Date 2014-08-05 Time   Rev Time 1.00
Received By mgonzale Date 2014-08-05 Time   Sent To E
Notes
2014-08-05 11:17:57PLANS HAVE BEEN REVIEWED AND APPROVED THRU OUR
 DEVELOPMENT REVIEW.
  
 PLEASE CALL ME IF ANY FIURTHER QUESTIONS!
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-07-11 Cont ID  
Sent By Mgonzale Date 2014-07-11 Time   Rev Time 0.25
Received By mgonzale Date 2014-07-11 Time   Sent To I
Notes
2014-07-11 15:37:40PLEASE ADDRESS PLANNINGS COMMENTS.
  
 INCLUDE ON PLANS PERVIOUS AND IMPERVIOUS CALCULATIONS
 FOR NEW BUILDING.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status N Date 2014-11-06 Cont ID  
Sent By pleduc Date 2014-11-06 Time 15:36 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2014-11-06 15:44:41THIRD REVIEW NOT REQUIRED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-09-04 Cont ID  
Sent By pleduc Date 2014-09-04 Time   Rev Time 0.00
Received By pleduc Date 2014-09-04 Time 09:13 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-05-23 Cont ID  
Sent By pleduc Date 2014-05-23 Time   Rev Time 0.00
Received By pleduc Date 2014-05-22 Time 16:50 Sent To  
Notes
2014-09-04 13:36:42PLAN APPROVED
  
 RESUBMITTED COMMENTS
  
 THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 SHEET O5 - ADD A FIRE EXTINGUISHER IN THE 2ND FLOOR
 OFFICE AREA. THE FIRE INSPECTOR WILL VERIFY ON
 INSPECTION.
  
 SHEET O6 - ADD A FIRE EXTINGUSHER IN THE DETAIL BAY
 AREA. THE FIRE INSPECTOR WILL VERIFY ON INSPECTION.
  
 THE STORAGE ROOM DOOR FOR THE STORAGE ROOM UNDER THE
 STAIRS SHALL HAVE A SIGN AFFIXED TO IT WITH THE WORDING
 "NO FLAMMABLE OR HAZARDOUS STORAGE". THE FIRE INSPECTOR
 WILL VERIFY ON INSPECTION.
  
 NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
 ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
 MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
 PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
 DOOR. THE FIRE INSPECTOR WILL VERIFY ON INSPECTION.
2014-05-23 10:26:37THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 SHEET O5 - ADD A FIRE EXTINGUISHER IN THE 2ND FLOOR
 OFFICE AREA. THE FIRE INSPECTOR WILL VERIFY ON
 INSPECTION.
  
 SHEET O6 - ADD A FIRE EXTINGUSHER IN THE DETAIL BAY
 AREA. THE FIRE INSPECTOR WILL VERIFY ON INSPECTION.
  
 THE STORAGE ROOM DOOR FOR THE STORAGE ROOM UNDER THE
 STAIRS SHALL HAVE A SIGN AFFIXED TO IT WITH THE WORDING
 "NO FLAMMABLE OR HAZARDOUS STORAGE". THE FIRE INSPECTOR
 WILL VERIFY ON INSPECTION.
  
 NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
 ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
 MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
 PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
 DOOR. THE FIRE INSPECTOR WILL VERIFY ON INSPECTION.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2014-12-09 Cont ID  
Sent By tklarge Date 2014-12-09 Time 08:53 Rev Time 0.00
Received By tklarge Date 2014-12-09 Time 03:28 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-11-22 Cont ID  
Sent By tklarge Date 2014-11-22 Time 04:06 Rev Time 0.00
Received By tklarge Date 2014-11-05 Time 13:25 Sent To  
Notes
2014-11-05 13:25:37C31
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-09-05 Cont ID  
Sent By sciard Date 2014-09-05 Time 07:02 Rev Time 0.00
Received By sciard Date 2014-07-28 Time 13:57 Sent To  
Notes
2014-07-28 13:59:15IN C19
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-07-11 Cont ID  
Sent By skennedy Date 2014-07-11 Time 17:18 Rev Time 0.00
Received By skennedy Date 2014-05-06 Time 10:35 Sent To  
Notes
2014-05-07 10:37:18INCOMING SENT TO C19. JW
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2014-11-14 Cont ID  
Sent By jwitmer Date 2014-11-14 Time 14:18 Rev Time 0.00
Received By jwitmer Date 2014-11-14 Time 14:18 Sent To  
Notes
2014-11-14 14:19:29IMPACT FEE ASSESSMENT TOOK PLACE UNDER THE FOUNDATION
 PERMIT.
 EXISTING USE CREDIT. MU-2014- 19961.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2014-09-04 Cont ID  
Sent By skennedy Date 2014-09-01 Time 15:48 Rev Time 0.00
Received By skennedy Date 2014-07-28 Time 15:52 Sent To  
Notes
2014-09-04 15:48:22BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-05-25 Cont ID  
Sent By jwitmer Date 2014-05-25 Time 14:42 Rev Time 0.00
Received By jwitmer Date 2014-05-25 Time 14:41 Sent To  
Notes
2014-05-25 14:42:38BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2014-11-06 Cont ID  
Sent By hmoser Date 2014-11-06 Time 15:36 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2014-11-06 15:44:19THIRD REVIEW NOT REQUIRED.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-09-03 Cont ID  
Sent By hmoser Date 2014-09-03 Time 15:09 Rev Time 0.00
Received By hmoser Date 2014-09-03 Time 14:35 Sent To  
Notes
2014-09-03 15:09:42PASS PROVISO
  
 1) PROVIDE A DETAIL FROM THE ENGINEER ON THE CONDENSER
 STAND
 TIE DOWN TO ROOF TYPE AND SIZE OF ANCHOR.
 PER SECTION 301.12 WIND RESISTANCE 2010 FBC (M)
 2) DUCT DETECTORS SHALL INITIATE GENERAL FIRE ALARM.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6676
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2014-05-20 Cont ID  
Sent By hmoser Date 2014-05-20 Time 15:03 Rev Time 0.00
Received By hmoser Date 2014-05-20 Time 15:03 Sent To  
Notes
2014-05-20 15:03:47PLAN REVIEW BY JS. PX1328
Review Stop P PLUMBING
Rev No 4 Status P Date 2014-12-09 Cont ID  
Sent By tklarge Date 2014-12-09 Time 08:52 Rev Time 0.00
Received By tklarge Date 2014-12-09 Time 03:28 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2014-11-22 Cont ID  
Sent By tklarge Date 2014-11-22 Time 04:06 Rev Time 0.00
Received By tklarge Date 2014-11-20 Time 05:23 Sent To  
Notes
2014-11-21 15:21:421) SUBMIT SIZING CALCULATIONS FOR THE OIL/SAND
 SEPARATORS. THE SEPARATOR'S DESIGN SHALL COMPLY W/2010
 FPC SEC.1003.4.2 THRU 1004.4.2.2. 2ND REQUEST.
 2) SUBMIT PIPING DETAILS & PLAINS FOR THE RECLAIM
 SYSTEM. 2ND REQUEST. WPB AMEND. TO 2010 FBC SEC.
 107.2.1.
 3) SHOW THE PIPE SIZE FOR THE PIPE COMING FROM THE HAND
 WASH BAY TO THE INTERCEPTORS. WPB AMEND. TO 2010 FBC
 SEC. 107.2.1. 2ND REQUEST.
 4) SHT.2-2.5 - THE DRINKING FOUNTAINS SHALL BE DESIGNED
 FOR A FORWARD APPROACH PER THE 2010 FAC SEC.602.3. THE
 REQUIRED CLEAR FLOOR SPACE SHALL BE CENTERED ON THE
 INDIVIDUAL UNIT, NOT AS A PAIR.
 5) WHAT TYPE OF EQUIPMENT WILL BE IN THE MECHANICAL
 ROOM? THE FLOOR DRAINS MAY HAVE TO DISCHARGE TO THE
 INTERCEPTORS.
 6) SHT. P-3 - NOTE # 9 STATES "SEE CIVIL DRAWING FOR
 CONTINUATION" OF ROOF DRAIN RISER. THERE IS NO CIVIL
 DRAWIGN FOR THIS INFO. 2ND REQUEST.
 7) SUBMIT DETAILS FOR THE OIL/SAND SEPARATORS.WPB
 AMENDMENTS TO 2010 FBC SEC. 107.2.1.
 8) THE PLANS SHOW A FLOOR DRAIN THAT APPEARS TO BE ON
 THE EXTERIOR OF THE CENTRAL VACUUM BUILDING. WHAT IS
 THE PURPOSE FOR THIS DRAIN? IF ON THE EXTERIOR IN THE
 OPEN IT WILL CONVEY RAINWATER TO THE SANITARY WHICH IS
 A CODE VIOLATION OF FPC 1101.3.
 9) THE FLOOR DRAINS IN THE DETAIL BUILDING SHALL
 DISCHARGE TO THE OIL/SAND SEPARATORS.
 10) ALL HOSE BIBBS SHALL HAVE SHUT-OFF VALVES PER
 SEC.606.2 OF FPC.
 11) SHT.P-2 & P-3 - THE FLOOR DRAINS IN THE DETAIL
 BUILDING AND THE MECHANICAL ROOM SHALL BE VENTED PER
 THE 2010 FPC SEC.901.2, 901.2.1.
 12) TOILET ROOM # A-104 IS NOT SHOWN ON THE WATER
 RISER.
 13) PROVISIONS SHALL BE MADE FOR THERMAL EXPANSION OF
 THE HOT WATER SYSTEM PER FPC SEC.607.3.
 14) INDICATE THE AMOUNT OF STORAGE ONSITE OF THE
 ULTRAFLEX HIGH ALKALINE CLEANER. THE AMOUNT SHALL NOT
 EXCEED THE QUANTITY ALLOWED PER TABLE 307.1 (2) OF THE
 2010 FBCV. ALSO, PROVIDE DETAILS AS TO HOW THE PRODUCT
 IS STORED AND WHERE.
 15) INDICATE THE AMOUNT OF STORAGE ONSITE OF THE
 ULTRAFLEX LIQUIBASE. THE AMOUNT SHALL NOT EXCEED THE
 QUANTITY ALLOWED PER TABLE 307.1 (2) OF THE 2010 FBC.
 ALSO, PROVIDE DETAILS AS TO HOW THE PRODUCT IS STORED
 AND WHERE.
 16) THE 2ND FLR. AREA IN THE MAIN BUILDING SHALL
 REQUIRE VERTICAL ACCESSIBILITY PER THE 2010 FL.
 ACCESSIBILITY CODE SEC.201.1.1 UNLESS ONE OF THE
 EXCEPTIONS ARE MET.
  
 NOTE: I SUGGEST CONTACTING ME AT 561-805-6692 TO GO
 OVER THESE COMMENTS SO WE CAN GET THE PLAN APPROVED.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2014-08-27 Cont ID  
Sent By tklarge Date 2014-08-27 Time 11:02 Rev Time 0.00
Received By tklarge Date 2014-08-22 Time 13:33 Sent To  
Notes
2014-08-27 13:18:161) SUBMIT SIZING CALCULATIONS FOR THE OIL/SAND
 SEPARATORS. THE SEPARATOR'S DESIGN SHALL COMPLY W/ 2010
 FPC SEC.1003.4.2. THRU 1004.4.2.2.
 2) CIVIL DRAWINGS- SHT. 7 OF 16-SHOW THE PIPE SIZES FOR
 THE PIPE COMING FROM THE WASH TUNNEL & THE HAND WASH
 BAY TO THE INTERCEPTORS, SIZE THE DIFFERENT SECTIONS OF
 THE SANITARY SEWER SYSTEM FROM THE MAIN OFFICE
 BUILDING. WPB ADMIN. AMEND. TO 2010 FBC SEC.107.2.1.
 3) SHT. 0-1-GRAB BAR DETAILS- GRAB BARS ARE SHOWN
 INSTALLED IN A VERTICAL POSITION. GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION PER THE FLA. ACCESS.
 CODE SEC 609.4.
 4) SHT. 0-1- SHOW THE HIGH SIDE REACH/ LOW SIDE REACH
 DIMENSIONS ON THE PLANS. REACH RANGE LIMITS SHALL
 COMPLY W/ FAC SEC.308.3.
 5) SHT. 0-5- PROVIDE THE OCCUPANT LOAD FOR THIS
 PROJECT. THE OCCUPANT LOAD SHALL BE CALCULATED IN
 ACCORDANCE W/ SEC.1004 & TABLE 1004.1 OF THE 2010 FBC.
 6) CLEARLY SHOW THE REQUIRED CLEAR FLOOR SPACES FOR THE
 FIXTURES IN ALL THE TOILET ROOMS AND FOR THE DRINKING
 FOUNTAINS ON THE FLOOR PLANS. WPB ADMIN. AMEND. TO 2010
 FBC SEC. 107.2.1.
 7) SUBMIT AN ENLARGED FLOOR PLAN FOR ALL THE TOILET
 ROOMS & THE 2ND FLOOR BATH ROOM. SHOW THE LENGTH AND
 WIDTH DIMENSIONS OF THE SHOWER. THE BATHROOM SHALL
 COMPLY W/SEC.213.1 THRU 213.3.6. & SEC.608. OF THE 2010
 FAC.
 8) SUBMIT A PIPING RISER DETAIL FOR THE VACUUM PIPING
 AND SHOW THE CENTRAL VACUUM UNITS ON THE FLOOR PLAN.WPB
 ADMIN. AMEND. TO 2010 FBC SEC.107.2.1.
 9) SUBMIT A STORM DRAINAGE RISER FOR THE ROOF DRAINAGE
 FOR EACH BUILDING SHOWING THE SQUARE FOOTAGE DRAINED BY
 EACH ROOF DRAIN. SHOW ALL PIPE SIZES AND THE POINT OF
 DISPOSAL ON THE STORM DRAINAGE RISER. INCLUDE
 CALCULATIONS FOR THE TOWER ROOF THAT DRAINS ONTO THE
 LOWER ROOF.THE SQUARE FOOT CALCULATIONS FOR THE TOWER
 ROOF SHALL INCLUDE 1/2 THE AREA OF ANY VERTICAL WALL
 THAT DIVERTS RAINWATER TO THE ROOF. SHOW THE LENGTH AND
 WIDTH OF THE TOWER ROOF ON SHT. 3-1 PER 2010 FPC SEC.
 1106.4.
 PER 2010 FPC SEC. 1106.4.
 10.) SHT. P-1- SHOW THE SIZE OF THE DRAINS FROM THE
 WASH TUNNEL AND THE HAND WASH BAY ON THE PLAN.
 11) SUBMIT PIPING DETAILS & PLAINS FOR THE RECLAIM
 SYSTEM.
 12) SUBMIT A COMPLETE WATER PIPNG RISER FOR THE HAND
 WASH SYSTEM AND LABEL THE HAND WASH BAY ON SHT.2-1.
 13) SHOW THE REQUIRED BACKFLOW PREVENTERS ON THE WATER
 PIPING RISERS ON SHT. P-2.
 14) SIZE ALL SECTIONS OF THE SANITARY AND WATER RISERS
 ON SHT. P-2.
 15) SUBMIT MSDS SHEETS FOR ALL THE CHEMICALS BEING USED
 AND SHOW ON THE PLAN WHERE THE CHEMICALS WILL BE
 STORED.
 16) SUBMIT A COMPLETE WATER PIPING RISER FOR THE CAR
 WASH AREA. 2010 WPB ADMIN. AMEND. TO FBC SEC. 107.2.1.
 17) TOILET ROOM A103 IS NOT SHOWN ON THE WATER PIPNG
 RISER.
 18) SHOW THE OIL SEPARATORS AND ALL ASSOCIATED PIPING
 ON THE RISER DIAGRAM.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE-
 CHIEF PLUMBING INSPECTOR
 TEL:561-805-6692
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-05-25 Cont ID  
Sent By jwitmer Date 2014-05-25 Time 19:17 Rev Time 0.00
Received By jwitmer Date 2014-05-25 Time 14:41 Sent To  
Notes
2014-05-25 18:14:03PLUMBING PLAN REVIEW
 PERMIT: 14050151
 ADD: 1950 GOLDEN LAKES BLVD.
 CONT: ANTIOCH CONSTRUCTION
 TEL: (813)220-0281
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: SUN MAY 25/2014
 ACTION: DENIED
  
 1) SHEET 3-1 PLEASE PROVIDE THE ROOF SIZING CALCUALTION
 FOR AREA AND 1/2 OF THE PARAPETS AND AND CONTRIBUTING
 WALLS AND OR ROOF AREAS. 2010 FBC-B P] 1503.4 ROOF
 DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF
 EDGES, DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS
 SHALL COMPLY WITH SECTION 1503 AND THE FLORIDA BUILDING
 CODE, PLUMBING, CHAPTER 11. PROVIDE THE 100 YEAR, 1
 HOUR RAIN FALL FOR THIS AREA AND SIZE ROOF DRAINAGE
 INACCORDANCE WITH TABLES 1106.2(1) VERTICAL AND 1106.3
 FOR HORIZONTAL RUNS.
  
 2) SHEET SHEET A2-1 THE FRONT OFFICE HAS A TOILET ROOM
 DIRECTLY BEHIND THE OFFICE, WHICH IS NOT ACCESSIBLE AS
 THE OTHER 2 RETROOMS LOCATED ON THE FIRST FLOOR. PLEASE
 REVIEW
 2010 FL ACCESS CODE 213.2 TOILET ROOMS AND BATHING
 WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL
 COMPLY WITH 603. WHERE BATHING ROOMS ARE PROVIDED, EACH
 BATHING ROOM SHALL COMPLY WITH 603.
 EXCEPTION # 4. WHERE MULTIPLE SINGLE USER TOILET ROOMS
 ARE CLUSTERED AT A SINGLE LOCATION, NO MORE THAN 50
 PERCENT OF THE SINGLE USER TOILET ROOMS FOR EACH USE AT
 EACH CLUSTER SHALL BE REQUIRED TO COMPLY WITH 603. THE
 RESTROOM BEHIND THE OFFICE IS A SEPERATE CLUSTER ANAD
 WOULD NEED TO BE ACCESSIBLE.
  
 3) THE BATHROOM UPSTAIRS IS SHOWN TO BE A ACCESSIBLE
 BATHROOM WITH A ROLLIN SHOWER, NO CURB IS SHOWN. THE
 PLANS DO NOT INDICATE WHAT MATERIAL THE SHOWER LINER
 WILL BE MADE OF AND WHAT WILL STOP THE WATER FROM GOING
 OUT ONTO THE FLOOR. 2010 FBC-P 312.9.
  
 4) NONE OF THE PLUMBING SHEETS INDICATE HOW THE CITY'S
 WATER SUPPLY WILL BE PROTECTED SHOW COMPLIANCE WITH
 2010 FBC-PLUMBING 312.10 INSPECTION AND TESTING OF
 BACKFLOW PREVENTION ASSEMBLIES. INSPECTION AND TESTING
 SHALL COMPLY WITH SECTIONS 312.10.1 AND 312.10.2.
 312.10.2 TESTING. REDUCED PRESSURE PRINCIPLE BACKFLOW
 PREVENTER ASSEMBLIES, DOUBLE CHECK-VALVE ASSEMBLIES,
 PRESSURE VACUUM BREAKER ASSEMBLIES, REDUCED PRESSURE
 DETECTOR FIRE PROTECTION BACKFLOW PREVENTION
 ASSEMBLIES, DOUBLE CHECK DETECTOR FIRE PROTECTION
 BACKFLOW PREVENTION ASSEMBLIES, HOSE CONNECTION
 BACKFLOW PREVENTERS, AND SPILL-PROOF VACUUM BREAKERS
 SHALL BE TESTED AT THE TIME OF INSTALLATION AND
 IMMEDIATELY AFTER REPAIRS OR RELOCATION. THE TESTING
 PROCEDURE SHALL BE PERFORMED IN ACCORDANCE WITH ONE OF
 THE FOLLOWING STANDARDS:
 ASSE 5013, ASSE 5015, ASSE 5020, ASSE 5047, ASSE 5048,
 ASSE 5052, ASSE 5056, CSA B64.10 OR CSA B64.10.1.
  
 608.5 CHEMICALS AND OTHER SUBSTANCES.
 CHEMICALS AND OTHER SUBSTANCES THAT PRODUCE EITHER
 TOXIC CONDITIONS, TASTE, ODOR OR DISCOLORATION IN A
 POTABLE WATER SYSTEM SHALL NOT BE INTRODUCED INTO, OR
 UTILIZED IN, SUCH SYSTEMS.
  
 608.6 CROSS-CONNECTION CONTROL.
 CROSS CONNECTIONS SHALL BE PROHIBITED, EXCEPT WHERE
 APPROVED PROTECTIVE DEVICES ARE INSTALLED.
  
 5) SHEET P1 DOES NOT PROVIDE DETAILS FOR THE TRENCH
 DRAIN FOR THE CAR WASH NOR DOES THE PLAN INDICATE HOW
 COMPLIANCE WITH 1003.4.2 OIL SEPARATOR DESIGN.
 OIL SEPARATORS SHALL BE DESIGNED IN ACCORDANCE WITH
 SECTIONS 1003.4.2.1 AND 1003.4.2.2.
  
 1003.4.2.1 GENERAL DESIGN REQUIREMENTS.
 OIL SEPARATORS SHALL HAVE A DEPTH OF NOT LESS THAN 2
 FEET (610 MM) BELOW THE INVERT OF THE DISCHARGE DRAIN.
 THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS
 THAN AN 18-INCH (457 MM) WATER SEAL.
  
 1003.4.2.2 GARAGES AND SERVICE STATIONS.
 WHERE AUTOMOBILES ARE SERVICED, GREASED, REPAIRED OR
 WASHED OR WHERE GASOLINE IS DISPENSED, OIL SEPARATORS
 SHALL HAVE A MINIMUM CAPACITY OF 6 CUBIC FEET (0.168
 M3) FOR THE FIRST 100 SQUARE FEET (9.3 M2) OF AREA TO
 BE DRAINED, PLUS 1 CUBIC FOOT (0.28 M3) FOR EACH
 ADDITIONAL 100 SQUARE FEET (9.3 M2) OF AREA TO BE
 DRAINED INTO THE SEPARATOR. PARKING GARAGES IN WHICH
 SERVICING, REPAIRING OR WASHING IS NOT CONDUCTED, AND
 IN WHICH GASOLINE IS NOT DISPENSED, SHALL NOT REQUIRE A
 SEPARATOR. AREAS OF COMMERCIAL GARAGES UTILIZED ONLY
 FOR STORAGE OF AUTOMOBILES ARE NOT REQUIRED TO BE
 DRAINED THROUGH A SEPARATOR.
  
 THE PLANS INDICATE TO BE DESIGNED BY OTHERS.
  
 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 Z ZONING
Rev No 4 Status P Date 2014-11-17 Cont ID  
Sent By dkittred Date 2014-11-17 Time 11:34 Rev Time 0.00
Received By dkittred Date 2014-11-17 Time 11:34 Sent To  
Notes
2014-11-17 11:34:5311/17/14 - MISSING PAGE SUBMITTED AND ZONING COMMENTS
 ADDRESSED. DK
Review Stop Z ZONING
Rev No 3 Status F Date 2014-11-07 Cont ID  
Sent By dkittred Date 2014-11-07 Time 15:49 Rev Time 0.00
Received By dkittred Date 2014-11-07 Time 14:30 Sent To  
Notes
2014-11-07 15:49:13PLANNING AND ZONING COMMENTS: ****FAILED****
  
 11/7/14
  
 NOT ALL OF THE PREVIOUS COMMENTS WERE ADDRESSED. PLEASE
 PROVIDE:
  
 1. REGULATING PLANS INCLUDING BICYCLE PARKING DETAIL
 AND PARKING STRIPING DETAIL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2014-08-06 Cont ID  
Sent By dkittred Date 2014-08-06 Time 09:35 Rev Time 0.00
Received By dkittred Date 2014-08-05 Time 15:17 Sent To  
Notes
2014-08-06 09:35:45PLANNING AND ZONING COMMENTS: ***FAILED***
  
 8/6/14
  
 ITEMS TO REVISE:
  
 1. SITE PLAN WITH SITE DETAILS (FAR, OPEN SPACE,
 PARKING CALCULATIONS, ETC.) HAS NOT BEEN INCLUDED IN
 THE RESUBMITTAL AS INDICTED ON THE COMMENT SHEET.
  
 2. PLANS DID NOT INCLUDE A DETAIL FOR THE BICYCLE
 PARKING IN THE RESUBMITTAL AS INDICATED ON THE COMMENT
 SHEET.
  
 3. SURVEY OF THE PROPERTY WAS NOT INCLUDED IN THE
 RESUBMITTAL AS INDICATED ON THE COMMENT SHEET.
  
 GENERAL COMMENTS:
  
 4. THE CROSS ACCESS EASEMENT REQUIRED BY THE ZONING
 BOARD OF APPEALS FINAL ORDER WILL BE REQUIRED PRIOR TO
 ISSUANCE OF THE C.O. FOR THIS PROJECT.
  
 5. PLEASE PROVIDE THE TIME LINE FOR WHEN THE LANDSCAPE
 PLAN WILL SUBMITTED FOR PERMITTING.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2014-05-22 Cont ID  
Sent By dkittred Date 2014-05-22 Time 08:38 Rev Time 0.00
Received By dkittred Date 2014-05-21 Time 08:19 Sent To  
Notes
2014-05-22 08:38:14PLANNING AND ZONING COMMENTS ***FAILED***
  
 5/22/14
  
 1. SITE PLAN WITH SITE DETAILS (FAR, OPEN SPACE,
 PARKING CALCULATION, ETC.) HAS NOT BEEN INCLUDED.
 PLEASE REVISE
  
 2. PARKING DETAIL ON SHEET 3 OF 16 DOES NOT CONTAIN THE
 CORRECT STRIPING DETAIL FOR THE CITY OF WEST PALM
 BEACH.
 A. ALL LINES SHOULD BE DOUBLE STRIPED AND CONNECTED AT
 THE BOTTOM. STRIPES SHOULD BE 4' WIDE AND SEPARATED BY
 12'. YOU CAN CONTACT PLANNING AND ZONING FOR A COPY OF
 THE DETAIL.
 B. THE STRIPING DETAIL SHOWS 9' WIDE SPACES, HOWEVER,
 THE SITE PLAN SHOWS THE SPACES AS 8.5' WIDE.
 ADDITIONALLY, THE THREE (3) SPACES SOUTH OF THE
 HANDICAP PARKING SPACE ARE SHOWN AS 9' WIDE, BUT
 DIMENSIONALLY WILL NOT FIT IN THAT AREA. PLEASE REVISE.
 C. NO STRIPING DETAIL WAS PROVIDED FOR THE ANGLED
 PARKING SPACES. PLEASE REVISE.
  
 3. PLAN SHOWS WHEEL STOPS, BUT NO WHEEL STOP DETAIL WAS
 PROVIDED. PLEASE REVISE.
  
 4. PLAN DID NOT INCLUDE A DETAIL FOR THE BICYCLE
 PARKING. PLEASE REVISE.
  
 5. PLAN SHOWS DUMPSTER ENCLOSURE BUT NO DETAIL WAS
 INCLUDED. PLEASE REVISE.
  
 6. SITE PLAN DOES NOT MATCH PROPOSED BUILDING AT THE
 LOCATION OF THE 'FRONT OFFICE'. THE BUILDING PLANS SHOW
 AN ADDITIONAL BATHROOM NEXT TO THE FRONT OFFICE. PLEASE
 VERIFY SIZE OF THE STRUCTURE AND ANY IMPACT TO THE SITE
 PLAN.
  
 7. SUBMITTAL PACKET NEEDS TO INCLUDE SURVEY OF THE
 PROPERTY.
  
 8. THE ZONING BOARD OF APPEALS FINAL ORDER FOR THE
 SUBJECT PROJECT REQUIRES CREATION OF A CROSS ACCESS
 EASEMENT ALONG THE NORTHEAST DRIVEWAY TO PROVIDE FOR
 FUTURE CONNECTION FOR VEHICULAR CIRCULATION. THIS
 EASEMENT DOCUMENT HAS NOT YET BEEN RECEIVED.
  
 9. A SEPARATE PERMIT FOR THE LANDSCAPING SHALL BE
 SUBMITTED.
  
 10. A CONDITION OF SITE PLAN APPROVAL STATED THAT
 VERTICAL DATUM NEEDED TO BE INDICATED ON THE
 ENGINEERING PLANS AND DOES NOT APPEAR TO HAVE BEEN
 ADDRESSED.
  
 11. WHAT IS THE PURPOSE OF THE 24" CONCRETE FLUME IN
 THE NORTHEAST LANDSCAPE ISLAND?
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
2014-05-12 17:37:285/12/14 SENT BACK TO C19. DK
2014-05-09 16:08:385/9/14


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