Plan Review Details - Permit 12100245
Plan Review Stops For Permit 12100245
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2013-09-16 Cont ID  
Sent By jwitmer Date 2013-09-16 Time 10:29 Rev Time 0.00
Received By jwitmer Date 2013-09-16 Time 10:29 Sent To  
Notes
2013-09-16 10:48:30SUBMITTAL DATED AUGUST 29/ 2013
 FORM BOARD SURVEY:
 THE FORM BOARD SURVEY INDICATES THIS PROPERTY IS
 LOCATED IN A "AO" FLOOD ZONE, THE SURVEY WILL NEED TO
 BE REVISED TO THE FLOOD MAPS COMMUNITY PANEL # 120229
 0015B, DATED MARCH 1, 1979, AS A "AH" ELEVATION, BASE
 FLOOD.
  
 PLEASE NOTE THIS EFFECTS THE FLOOD ZONE CERTIFICATE
 WHICH WAS ALSO TURNED IN AS A "AO" ZONE WHICH WILL ALSO
 NEED TO BE REVISED.
  
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE.
  
 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
  
 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 P Date 2013-02-20 Cont ID  
Sent By J WITMER Date 2013-02-20 Time 10:56 Rev Time 0.00
Received By jwitmer Date 2013-02-15 Time 16:39 Sent To  
Notes
2013-02-20 11:00:51BUILDING PLAN REVIEW
 PERMIT: 12100245
 ADD: 5200 EAST AVE.
 CONT: KENNEDY CONTRACTORS, INC.
 TEL: (561)434-1300
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 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.
  
 BUILDING PROVISO:
  
 1) A ELEVATION CIRTIFICATE WILL BE REQUIRED FOR THE
 ADDITION MARKED SECTION C, C1 CONSTRUCTION DRAWINGS,
 (THE PROPOSED HEIGHT).
  
 2) ROOF PRODUCT APPROVALS, NO ROOFING APPROVALS WERE
 SUBMITTED, TO BE REVIEWED UNDER A SEPERATE PERMIT,
 REVIEW & ASSOCIATED FEES.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2013-01-18 Cont ID  
Sent By jwitmer Date 2013-01-18 Time 08:34 Rev Time 0.00
Received By jwitmer Date 2013-01-18 Time 08:34 Sent To  
Notes
2013-01-18 09:20:31BUILDING PLAN REVIEW
 PERMIT: 12100245
 ADD: 5200 EAST AVE.
 CONT: KENNEDY CONTRACTORS, INC.
 TEL: (561)434-1300
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 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.
  
 2ND REVIEW
 JAN. 18/ 2013
 ACTION: DENIED
  
 1A) 2ND REQUEST. SHEET C2 & A-101 BOTH INDICATE THE
 EXISTING FINISH FLOOR ELEVATION AS 16.34' NAVD 88. THIS
 BUILDING IS LOCATED IN A AH FLOOD ZONE WITH A BASE
 FLOOD ELEVATION AT 17.00' NGVD. THE FLOOD INSURANCE
 RATE MAP (FIRM) IS USING TTHE NGVD 29 TERMINOLOGY AND
 ALL ELEVATIONS SHALL BE NGVD ON THE PLANS AS WELL AS
 FLOOD ELEVATION CERTIFICATES. PLEASE PROVIDE THE
 EXISTING SLAB ELEVATION FOR THIS STRUCTURE IN NGVD.
 PLEASE NOTE A ELEVATION OF 17.5 FT. NGVD IS REQUIRED BY
 CITY MUNI CODE 94-546 FOR RESIDENTIAL CONSTRUCTION. FOR
 COMMERCIAL PROJECTS THEY CAN BE FLOOD PROOFED PLEASE
 SEE CITY MUNI-CODE 94-546(2) .
  
 IF THE DESIGNER OF RECORD IS GOING TO USE THE NGVD
 TERMINOLOGY THEY WILL ALSO NEED TO PROVIDE THE
 EQUIVALENCY ON THE PLANS IN NGVD 29 TERMINOLOGY. THE
 ADOPTED FLOOD MAPS ARE IN NGVD AND WHEN FEMA COMPLETES
 OUR YEARLY AUDIT THEY WILL NOT ACCEPT THE FLOOD ZONE
 CERTIFICATES UNLESS THEY ARE IN NGVD.
  
 PLEASE NOTE THE ELEVATION CERTIFICATE SUBMITTED IS A
 COPY, NOT AND ORIGINAL SIGNATURE, NOT SEALED, PLEASE
 NOTE UNDER THE HEADING A4 BUILDING USE: TEMORARY
 KITCHEN, AND UNDER THE HEADING A5 NAD 1983 AND HEADING
 B9 BASE FLOOD 15.45'. HEADING C2 VERTICAL DATUM NAVD
 1988.
 SECTION D COMMENTS: ITEM B9. BFE NAVD 1998/ BFE= 17.00'
 NGVD 1929
  
 PLEASE SEE THE ORIGINAL COMMENT THE CITY MUNI CODE
 REQUIRES AN ADDITIONAL 0.5 FT IN ELEVATION OR A MINIMUM
 HEIGTH OF 17.5 FT NGVD FOR A FINISH FLOOR ELEVATION FOR
 THE ADDITION. I AM TAKING THE CERTIFICATE THAT THE
 EXISTING DINING ROOM IS AT THIS BASE FLOOD ELEVATION OR
 0.5" BELOW THE ESTABLISHED FLOOD ELEVATION OF 17.5'
 NGVD. THERE IS TWO
 AVENUES THAT NEED TO BE DECIDED WHICH WILL BE BETTER
 FOR YOUR CLIENT, SINCE THIS IS A COMMERCIAL PROJECT THE
 CITY MUNI-CODE DOES ALLOW FOR FLOOD PROOFING WHEN THE
 FINISHED FLOOR IS LOWER THAN THE REQUIRED ELEVATION IF
 TRAVELING IN THAT DECISSION THE FLOOD PROOFING HAS TO
 BE ONE FOOT HIFHER THAN THE 17.5' NGVD THE OTHER OPTION
 WITH SUBSTANIAL IMPROVEMENTS AN ADDITION PLUS OTHER
 WORK TO THE STRUCTURE WOULD BE TO RAISE THE EXISTING
 FLOOR TO THE REQUIRED 17.5 FT NGVD AND THE NEW ADDITION
 TO BE POURED AND FINISHED AT THE 17.5 NGVD. AN
 EVALUATION IS TO BE PREPARED TO DETERMINE IF ALL THE
 PROPOSED WORK WILL TRIGGER THE SUBSTANIAL IMPROVEMENT
 REQUIREMENT.
  
 1B) THIS SITE HAS MULTIPLE BUILDINGS UNDER ONE PCN
 NUMBER WITHOUT IDENTIFYING BUILDINGS IN REGARDS TO
 PERMITTING. PLEASE REVIEW CITY MUNI-CODE IN REGARDS TO
 SUBSTANIAL IMPROVEMENTS AND THE REQUIREMENTS FOR ALL
 NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS SHALL BE
 ANCHORED TO PREVENT FLOTATION, COLLAPSE OR LATERAL
 MOVEMENT OF THE STRUCTURE, AND SHALL BE CONSTRUCTED
 WITH MATERIALS AND UTILITY EQUIPMENT RESISTANT TO FLOOD
 DAMAGE BY METHODS AND PRACTICES THAT MINIMIZE FLOOD
 DAMAGE.
  
 IT WILL BE DIFFICULT TO DETERMINE SUBSTANIAL
 IMPROVEMENT SINCE THE BUILDINGS ON THIS SITE DO NOT
 HAVE DIFFERENT ADDRESSES.
  
 2) 1/03/2013 COMPLIED.
  
 3) SEMI-COMPLIED. 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..
  
 4) 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. PACKET HAS VARIOUS TYPES OF
 GLAZING WITH DIFFERENT PRESSURES, MULLIONS ALSO
 DIFFERNT PRESSURES THEY ARE NOT IDENTIFIED (CIRCLE)
 (B) WINDOWS PACKET HAS VARIOUS TYPES OF GLAZING WITH
 DIFFERENT PRESSURES, MULLIONS ALSO DIFFERNT PRESSURES
 THEY ARE NOT IDENTIFIED (CIRCLE)
 (C) STOREFRONTS, CURTAIN WALLS, WALL LOUVERS PACKET HAS
 VARIOUS TYPES OF GLAZING WITH DIFFERENT PRESSURES,
 MULLIONS ALSO DIFFERNT PRESSURES THEY ARE NOT
 IDENTIFIED (CIRCLE)
 (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFING
 INSULATION. SUB-SYSTEM TYPE A(2) PAGE 10 OF 27 TABBED
 WITH A MAXIMUM DESIGN PRESSURE OF -45 PSF/ LIMITATION
 #7 REQUIRING ENHANCED FASTENING IN ZONES 2 & 3 BY A
 DESIGN PROFESSIONAL.
  
 (G) PRE-ENGINEERED A/C STANDS, A/C CURBING, ROOF TOP
 FANS THERE MAY BE A PROBLEM IF THE ALUMINUM ROOF TOP
 FANS ARE USED, LOW PRESSURES
  
 NEW COMMENT: PLEASE REVIEW: 2010 FBC-B 1609.8 ROOFTOP
 STRUCTURES AND EQUIPMENT.
 THE LATERAL FORCE ON ROOFTOP STRUCTURES AND EQUIPMENT
 WITH AF LESS THAN (0.1BH) LOCATED ON BUILDINGS OF ALL
 HEIGHTS SHALL BE DETERMINED FROM EQUATION 29.5-1 OF
 ASCE 7 IN WHICH THE VALUE OF GCF SHALL BE TAKEN AS 3.1.
 GCF SHALL BE PERMITTED TO BE REDUCED LINEARLY FROM 3.1
 TO 1.1 AS THE VALUE OF AF IS INCREASED FROM (0.1BH) TO
 (BH). THE VALUE OF G FROM SECTION 26.9 OF ASCE 7 SHALL
 NOT BE USED. ADDITIONALLY, A SIMULTANEOUS UPLIFT FORCE
 SHALL BE APPLIED, GIVEN BY EQUATION 29.5-1 OF ASCE 7 IN
 WHICH GCF = 1.5 AND AF IS REPLACED BY THE HORIZONTAL
 PROJECTED AREA, AR, OF THE ROOFTOP STRUCTURE OR
 EQUIPMENT. FOR THE UPLIFT FORCE GCF SHALL BE PERMITTED
 TO BE REDUCED LINEARLY FROM 1.5 TO 1.0 AS THE VALUE OF
 AR IS INCREASED FROM (0.1BL) TO (BL).
  
  
 5) 2ND REQUEST. 2010 ENERGY CODE 402.3 FENESTRATION
 402.3.2 PLEASE PROVIDE SHGC FOR WINDOWS. THE RESPONSE
 INDICATED THE SOLAR HEAT GAIN TO BE 0.65. AND REFER TO
 INCLUDED SUPPLEMENTAL DOCUMENTS, ONLY GLAZING PRODUCT
 APPROVAL WERE SUBMITTED FOR WIND PRESSURE AND LARGE
 MISSILE TESTING.
  
 6) COMPLIED.
  
 7) COMPLIED.
  
 8) COMPLIED.
  
 9) PROVISO: FOUNTAIN TO BE SUBMITTED UNDER SEPERATE
 PERMIT APPLICATION, PULL FEES FOR SEPERATE REVIEW AND
 INSPECTIONS.
  
 10) PROVISO: AWNINGS DEPICTED IN PLANS ALSO REQUIRE A
 SEPERATE PERMIT, PULL FEES FOR SEPERATE PERMIT, REVIEW
 AND INSPECTIONS.
  
 11) 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.
  
 12) FAILURE FOR THE CONTRACTOR TO PUT IN THE NEW SHEETS
 AND REMOVE THE OLD SHEETS. INFORMATIONAL: 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]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-10-31 Cont ID  
Sent By jwitmer Date 2012-10-31 Time 12:23 Rev Time 0.00
Received By jwitmer Date 2012-10-31 Time 11:15 Sent To  
Notes
2012-10-31 12:25:33BUILDING PLAN REVIEW
 PERMIT: 12100245
 ADD: 5200 EAST AVE.
 CONT: KENNEDY CONTRACTORS, INC.
 TEL: (561)434-1300
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 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
 OCT. 31/ 2012
 ACTION: DENIED
  
 1A) SHEET C2 & A-101 BOTH INDICATE THE EXISTING FINISH
 FLOOR ELEVATION AS 16.34' NAVD 88. THIS BUILDING IS
 LOCATED IN A AH FLOOD ZONE WITH A BASE FLOOD ELEVATION
 AT 17.00' NGVD. THE FLOOD INSURANCE RATE MAP (FIRM) IS
 USING TTHE NGVD 29 TERMINOLOGY AND ALL ELEVATIONS SHALL
 BE NGVD ON THE PLANS AS WELL AS FLOOD ELEVATION
 CERTIFICATES. PLEASE PROVIDE THE EXISTING SLAB
 ELEVATION FOR THIS STRUCTURE IN NGVD. PLEASE NOTE A
 ELEVATION OF 17.5 FT. NGVD IS REQUIRED BY CITY MUNI
 CODE 94-546 FOR RESIDENTIAL CONSTRUCTION. FOR
 COMMERCIAL PROJECTS THEY CAN BE FLOOD PROOFED PLEASE
 SEE CITY MUNI-CODE 94-546(2) .
  
 1B) THIS SITE HAS MULTIPLE BUILDINGS UNDER ONE PCN
 NUMBER WITHOUT IDENTIFYING BUILDINGS IN REGARDS TO
 PERMITTING. PLEASE REVIEW CITY MUNI-CODE IN REGARDS TO
 SUBSTANIAL IMPROVEMENTS AND THE REQUIREMENTS FOR ALL
 NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS SHALL BE
 ANCHORED TO PREVENT FLOTATION, COLLAPSE OR LATERAL
 MOVEMENT OF THE STRUCTURE, AND SHALL BE CONSTRUCTED
 WITH MATERIALS AND UTILITY EQUIPMENT RESISTANT TO FLOOD
 DAMAGE BY METHODS AND PRACTICES THAT MINIMIZE FLOOD
 DAMAGE.
  
 2) 1/03/2013 COMPLIED. E-MAIL SENT FROM ENGINEER
 PROVIDING LOCATION FOR WIND DESIGN CRITERIA, S3 & S3.1.
  
 NEITHER THE ARCHITECTURAL SHEETS NOR STUCTURAL SHEETS
 PROVIDE PRESSURES FOR COMPONENTS & CLADDING TO THE 2010
 FBC-B V-ULT. PLEASE PROVIDE THE WIND DESIGN CRITERIA TO
 2010 FBC FOR BUILDING CATEGORY III.
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .ROOF ZONES 1,2 & 3 FOR FLAT AND SLOPED
 ROOFS WALL ZONE 4 &5.
  
 3) 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..
  
 4) 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) WINDOWS
 (C) STOREFRONTS, CURTAIN WALLS, WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFING
 INSULATION
 (G) PRE-ENGINEERED A/C STANDS, A/C CURBING
  
 5) 2010 ENERGY CODE 402.3 FENESTRATION 402.3.2 PLEASE
 PROVIDE SHGC FOR WINDOWS.
  
 6) MISSING SOILS REPORT DATED 9/17/12 BY ARDAMON &
 ASSOCIATES.
  
 7) PLEASE SEE DETAIL 12 /A-700 IS FOR OVER FLOW
 SCUPPERS PLEASE PROVIDE THE CALCULATIONS FOR SIZING OF
 ROOF SCUPPERS FOR ROOF AREA AND 1/2 OF PARAPET PER 2010
 FBC-B 1503.4.2.1.
  
 8) SHEET A-401 INDICATES THE USE OF RUHLON CEILING
 SYSTEM PLEASE PROVIDE MANUFACTURERS SPECIFICATIONS 2010
 FBC-B 603.1. 7 INTERIOR FINISHESCEILING FINISHES
 IN ACCORDANCE WITH 801 & 803.
  
 9) FOUNTAIN TO BE SUBMITTED UNDER SEPERATE PERMIT
 APPLICATION, PULL FEES FOR SEPERATE REVIEW AND
 INSPECTIONS.
  
 10) AWNINGS DEPICTED IN PLANS ALSO REQUIRE A SEPERATE
 PERMIT, PULL FEES FOR SEPERATE PERMIT, REVIEW AND
 INSPECTIONS.
  
 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2013-01-10 Cont ID  
Sent By rlecky Date 2013-01-10 Time 14:37 Rev Time 0.00
Received By rlecky Date 2013-01-10 Time 14:27 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2012-11-05 Cont ID  
Sent By rlecky Date 2012-11-05 Time 16:41 Rev Time 0.00
Received By rlecky Date 2012-11-05 Time 15:11 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2012-12-12 Cont ID  
Sent By MGONZALE Date 2012-12-12 Time   Rev Time 0.25
Received By mgonzale Date 2012-12-12 Time   Sent To I
Notes
2012-12-12 11:10:45PLANS REVIEWED THRU ESD. WORK WILL BE HANDLED THRU A
 CSD PLUMBING PERMIT.
 MGONZALEZ
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2013-01-15 Cont ID  
Sent By wjolin Date 2013-01-15 Time 13:48 Rev Time 0.00
Received By wjolin Date 2013-01-15 Time 10:27 Sent To  
Notes
2013-01-15 11:30:075200 EAST AVENUE
 PERMIT #12100245
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO*****
  
 GENERAL
 REPEAT COMMENT: TRASH AND CONSTRUCTION DEBRIS SHALL BE
 REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED.
  
 REPEAT COMMENT: WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 FIRE ALARM SYSTEM
 RESPONSE COMMENT: SHEET E2.1 SHOWING DEVICE LOCATIONS
 WAS NOT SUBMITTED.
 (ORIGINAL COMMENT:FIRE ALARM SYSTEM SHALL MONITOR FIRE
 SPRINKLER SYSTEM FLOW AND TAMPER SWITCHES. COORDINATE
 LOCATION OF THE DEVICES TO BE MONITORED.)
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2012-10-19 Cont ID  
Sent By wjolin Date 2012-10-19 Time 10:18 Rev Time 0.00
Received By wjolin Date 2012-10-19 Time 09:21 Sent To  
Notes
2012-10-19 10:18:295200 EAST AVENUE
 PERMIT #12100245
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 GENERAL
 ALL CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO
 THE REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION
 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY. SMOKING
 SHALL BE PROHIBITED EXCEPT IN DESIGNATED EXTERIOR
 AREAS. ALL OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL
 HAVE "NO SMOKING" SIGNS POSTED.
  
 WHERE SMOKING IS PERMITTED, SAFE RECEPTACLES FOR
 SMOKING MATERIALS SHALL BE PROVIDED.
  
 EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED SEATS
 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY
 RESPONDERS NON-FORCIBLE ENTRY INTO THE BUILDING DURING
 NON-BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM
 WWW.KNOXBOX.COM.
  
  
 FIRE ALARM SYSTEM
 FIRE ALARM SYSTEM SHALL MONITOR FIRE SPRINKLER SYSTEM
 FLOW AND TAMPER SWITCHES. COORDINATE LOCATION OF THE
 DEVICES TO BE MONITORED.
  
  
 FIRE SPRINKLER SYSTEM
 FIRE SPRINKLER SYSTEM SHALL BE MONITORED BY AN APPROVED
 SUPERVISING STATION IN ACCORDANCE WITH NFPA 72.
  
 FIRE SPRINKLER AREA OF OPERATION SHALL BE INCREASED BY
 30% WHEN THE CEILING/ROOF PITCH EXCEEDS 2 IN 12.
  
 PER NFPA 24, BUILDINGS LESS THAN 40 FT IN HEIGHT, A
 BACKFLOW PREVENTER SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FT BUT AT LEAST AS FAR FROM THE BUILDING
 AS THE HEIGHT OF THE WALL FACING THE BACKFLOW
 PREVENTER.
  
 INDICATE THE LOCATION OF THE NEAREST FIRE HYDRANT(S)
 AND THE PROPOSED LOCATION OF THE FIRE DEPARTMENT
 CONNECTION. FDC SHALL BE LOCATED WITHIN 150 FEET OF A
 HYDRANT AND BE READILY ACCESSIBLE TO THE FIRE
 DEPARTMENT.
  
 PROVIDE FIRE HYDRANT FLOW TEST DATA.
  
  
 KITCHEN
 THE MANUAL ACTIVATION DEVICE SHALL BE LOCATED ALONG THE
 EGRESS PATH AND BE A MINIMUM OF 10 FEET AND A MAXIMUM
 OF 20 FEET FROM THE KITCHEN EXHAUST SYSTEM.
  
 KITCHEN HOOD SUPPRESSION SYSTEM SHALL BE TIED INTO THE
 BUILDING FIRE ALARM SYSTEM TO INITIATE A GENERAL FIRE
 ALARM CONDITION.
  
 DEEP FAT FRYERS SHALL BE EQUIPPED WITH A SEPARATE
 HIGH-LIMIT CONTROL IN ADDITION TO THE ADJUSTABLE
 THERMOSTAT TO SHUT OFF FUEL OR ENERGY WHEN THE FAT
 TEMPERATURE REACHES 475F DEGREES AT 1-INCH BELOW THE
 SURFACE.
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2013-01-16 Cont ID  
Sent By lwagner Date 2013-01-16 Time 15:46 Rev Time 0.00
Received By lwagner Date 2013-01-16 Time 14:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2014-02-19 Cont ID  
Sent By shill Date 2014-02-19 Time 13:02 Rev Time 0.00
Received By shill Date 2014-02-18 Time 10:07 Sent To  
Notes
2014-02-19 13:02:55EC SUBMITTED SHOULD HAVE BEEN SUBMITTED UNDER PERMIT
 #12110585
  
2014-02-19 10:07:50REVISED ELEVATION CERTIFICATE SENT TO SAMANTHA'S DESK
 FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2013-08-30 Cont ID  
Sent By rmcdouga Date 2013-08-30 Time 09:00 Rev Time 0.00
Received By rmcdouga Date 2013-08-29 Time 16:34 Sent To  
Notes
2013-08-29 16:34:38FORM SURVEY SENT TO JIM FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2013-02-28 Cont ID  
Sent By jwitmer Date 2013-02-28 Time 15:38 Rev Time 0.00
Received By jwitmer Date 2013-02-11 Time 14:53 Sent To  
Notes
2013-02-11 14:53:28C28
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-01-18 Cont ID  
Sent By jwitmer Date 2013-01-18 Time 09:42 Rev Time 0.00
Received By jwitmer Date 2013-01-07 Time 09:12 Sent To  
Notes
2013-01-08 16:29:12 
 THE FOLLOWING REVISED DRAWINGS SUBMITTED TODAY 1/8/13:
 E0.1, E1.1, P2.1, P4.1, P6.1 AND FG1.0. JG.
2013-01-08 09:39:06C28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-12-18 Cont ID  
Sent By lmartine Date 2012-12-12 Time 12:36 Rev Time 0.00
Received By lmartine Date 2012-10-08 Time 09:40 Sent To  
Notes
2012-10-10 09:40:42SENT TO C3 SHELF FOR REVIEW. JG.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2013-02-28 Cont ID  
Sent By jwitmer Date 2013-02-28 Time 10:43 Rev Time 0.00
Received By jwitmer Date 2013-02-20 Time 10:43 Sent To  
Notes
2013-02-20 10:44:02MU-2013-004437-0000
 $17,725.26
 RECEIPT 2013-0301-39
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2013-01-18 Cont ID  
Sent By jwitmer Date 2013-01-18 Time 09:22 Rev Time 0.00
Received By jwitmer Date 2013-01-18 Time 09:22 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2013-01-18 Cont ID  
Sent By jwitmer Date 2012-12-12 Time 09:21 Rev Time 0.00
Received By jwitmer Date 2012-12-12 Time 09:20 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 1 Status N Date 2013-01-09 Cont ID  
Sent By ajones Date 2013-01-09 Time 15:10 Rev Time 0.00
Received By ajones Date 2013-01-09 Time 15:10 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2012-10-26 Cont ID  
Sent By hmoser Date 2012-10-26 Time 14:24 Rev Time 0.00
Received By hmoser Date 2012-10-26 Time 09:22 Sent To  
Notes
2012-10-26 14:24:51PROVISO
 SEPARATE APPLICATION AND PERMITS ARE REQUIRED FOR
 HOODS, WALK IN COOLERS AND FREEZERS AND FIRE
 SUPPRESSION.
 PLAN REVIEW BY HAROLD MOSER
 561-805-6732
 [email protected]
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2014-10-02 Cont ID  
Sent By shill Date 2014-10-02 Time 14:09 Rev Time 0.00
Received By shill Date 2014-10-02 Time 14:09 Sent To  
Notes
2014-10-02 14:09:33FINAL EC OK
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2013-01-16 Cont ID  
Sent By lwagner Date 2013-01-16 Time 14:53 Rev Time 0.00
Received By lwagner Date 2013-01-16 Time 13:49 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2012-10-15 Cont ID  
Sent By lwagner Date 2012-10-15 Time 13:35 Rev Time 0.00
Received By lwagner Date 2012-10-15 Time 09:07 Sent To  
Notes
2012-10-15 09:20:18FBC 2010 PLUMBING REVIEW #1
 DENIED:
  
 1. SHEET P-2.1 - P4.1 PLEASE ATTACH THE MOP SINKS TO
 THE GREASE LINE.
 1003.3.1 GREASE INTERCEPTORS AND AUTOMATIC GREASE
 REMOVAL DEVICES REQUIRED.
 A GREASE INTERCEPTOR OR AUTOMATIC GREASE REMOVAL DEVICE
 SHALL BE REQUIRED TO RECEIVE THE DRAINAGE FROM FIXTURES
 AND EQUIPMENT WITH GREASE-LADEN WASTE LOCATED IN FOOD
 PREPARATION AREAS
  
 2. SHEET P-2.1 & P4.1 - PLEASE ADD A VENT TO THE WATER
 CLOSET IT IS NOT SHOWN AS BEING VENTED .
 901.2.1 VENTING REQUIRED.
 EVERY TRAP AND TRAPPED FIXTURE SHALL BE VENTED IN
 ACCORDANCE WITH ONE OF THE VENTING METHODS SPECIFIED IN
 THIS CHAPTER.
 909.1 HORIZONTAL WET VENT PERMITTED.
 ...ONLY THE FIXTURES WITHIN THE BATHROOM GROUPS SHALL
 CONNECT TO THE WET-VENTED HORIZONTAL BRANCH DRAIN. ANY
 ADDITIONAL FIXTURES SHALL DISCHARGE DOWNSTREAM OF THE
 HORIZONTAL WET VENT.
  
 3. P2.1 & P4.1 THE DISHWASHER IS NOT REQUIRED TO
 CONNECT TO THE GREASE LINE DUE TO THE PRE-RINSE.
 1003.3.1 GREASE INTERCEPTORS AND AUTOMATIC GREASE
 REMOVAL DEVICES REQUIRED.
 A GREASE INTERCEPTOR OR AUTOMATIC GREASE REMOVAL DEVICE
 SHALL BE REQUIRED TO RECEIVE THE DRAINAGE FROM FIXTURES
 AND EQUIPMENT WITH GREASE-LADEN WASTE LOCATED IN FOOD
 PREPARATION AREAS, SUCH AS IN RESTAURANTS, HOTEL
 KITCHENS, HOSPITALS, SCHOOL KITCHENS, BARS, FACTORY
 CAFETERIAS AND CLUBS. FIXTURES AND EQUIPMENT SHALL
 INCLUDE POT SINKS, PRERINSE SINKS; SOUP KETTLES OR
 SIMILAR DEVICES;WOK STATIONS; FLOOR DRAINS OR SINKS
 INTO WHICH KETTLES ARE DRAINED; AUTOMATIC HOOD WASH
 UNITS AND <<<
 SINKS.>>>>GREASE INTERCEPTORS AND AUTOMATIC GREASE
 REMOVAL DEVICES SHALL RECEIVE WASTE ONLY FROM FIXTURES
 AND EQUIPMENT THAT ALLOW FATS, OILS OR GREASE TO BE
 DISCHARGED.
  
 4. P1107.3P6.1 SCUPPERS SHALL NOT HAVE AN OPENING
 DIMENSION OF LESS THAN 4 INCHES (102 MM).
 PLEASE CORRECT THE NOTE 6" X 3"
  
 NOTE:
 FUEL GAS, GREASE TRAP AND IRRIGATION ARE NOT INCLUDED
 IN THIS REVIEW. SEPARATE APPLICATIONS, PLANS, REVIEWS,
 FEES, AND PERMITS REQUIRED.
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop Z ZONING
Rev No 2 Status P Date 2013-01-09 Cont ID  
Sent By avann Date 2013-01-09 Time 15:08 Rev Time 0.00
Received By ajones Date 2013-01-09 Time 15:08 Sent To  
Notes
2013-01-09 15:09:491/9/13- PASSED LANDSCAPING NOT REQUIRED FOR THIS
 PROJECT. ANY LANDSCAPING REMOVED MUST BE REPLACED PRIOR
 TO THE FINAL BUILDING INPSECTION.
  
 ANGELLA VANN, PLANNING AND ZONING ADMINISTRATOR
 561-822-1441
  
2013-01-09 09:05:121/9/13
Review Stop Z ZONING
Rev No 1 Status P Date 2012-10-18 Cont ID  
Sent By lfranco Date 2012-10-18 Time 11:29 Rev Time 0.00
Received By lfranco Date 2012-10-16 Time 16:01 Sent To  
Notes
2012-10-18 14:12:00PLANNING: **** PASSED WITH PROVISO, PRIOR TO FINAL
 CERTIFICATE OF COMPLETION (C.O.C) OR C.O., THE
 LANDSCAPING PROPOSED ON LP SHEETS AND IRRIGATION SHEETS
 NEED TO BE SUBMITTED UNDER A SEPARATE PERMITS. PROVIDE
 THE FOLLOWING INFORMATION:
  
 PROVIDE TWO (2) COPIES OF THE LANDSCAPE PLAN AND A
 CERTIFIED COST ESTIMATE THAT INCLUDES THE TOTAL COST OF
 ALL LANDSCAPE MATERIALS AND LABOR, BROKEN DOWN INTO
 UNIT COST SHALL BE SUBMITTED WITH THE LANDSCAPE PERMIT
 APPLICATION.
  
 SUBMIT TWO COPIES OF THE IRRIGATION PLAN WITH THE
 IRRIGATION PERMIT APPLICATION.
  
  
  
  
  
  


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