Plan Review Details - Permit 14020179
Plan Review Stops For Permit 14020179
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2015-02-05 Cont ID  
Sent By jwitmer Date 2015-02-05 Time 15:39 Rev Time 0.00
Received By jwitmer Date 2015-02-05 Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2015-01-06 Cont ID  
Sent By JWITMER Date 2015-01-06 Time 08:35 Rev Time 0.00
Received By jwitmer Date 2015-01-06 Time 07:30 Sent To  
Notes
2015-01-06 08:19:37BUILDING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2132 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 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.
  
 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 (3) OR MORE TIMES
 FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION.
  
 5TH REVIEW
 DATE: TUES. JAN. 06/ 2015
 ACTION: DENIED
  
 1) ADDRESS/ COMPLIED.
  
 2) COMPLIED.
  
 3) COMPLIED. SOILS REPORT.
  
 4) COMPLIED. WIND EXPOSURE.
  
 5) 5TH REQUEST. 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
  
 (31)(C) WALL PANELS.
  
 (31)(D) ROOFING PANELS. NOTE A SINGLE COPY OF A ROOFING
 NOA 12-0716.16 WAS SUBMITTED, WHY WOULD A MODIFIED
 BITUMEN ROOFING PRODUCT BE PUT ON A STRUCTURAL STEEL
 PANEL ROOF.
  
 6A) 5TH REQUEST. THE NEW STEEL BUILDING PLANS BY LUDWIG
 WILL NEED TO PROVIDE PRODUCT APPROVALS FOR THE WALL
 PANELS AND ROOFING SYSTEMS. 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..
  
 6B) 5TH REQUEST. THE LUDWIG STEEL BUILDING PLANS ARE ON
 8 1/2 X 11 SHEETS OF PAPER, THEY DO NOT MEET THE
 REQUIRED SIZE REQUIREMENTS FOR RECORD RETENTION.
 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS
 SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 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.
  
 6C) 5TH REQUEST. WITH THE REDUCED SIZE OF THE ENGINEERS
 SEAL THE PLANS DO NNOT MEET THE SEAL REQUIREMETS.
 61G15-23.001 SEALS ACCEPTABLE TO THE BOARD. SAID SEAL
 SHALL BE A MINIMUM OF 1 7/8 INCHES IN DIAMETER, TO SAY
 LICENSE NOT CERTIFICATE. ALL ENGINEERS MUST BE
 UTILIZING SAID SEAL NO LATER THAN JANUARY 1, 2006.
  
 7) 5TH REQUEST. SHEET S-6 & S-10 BOTH INDICATE THE USE
 OF HELICAL PILES PER COLUMN, IS THERE A SUPPORTING
 SOILS 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. NO PRODUCT
 INFORMATION FOR THE HELICAL PIERS SHEET S-10 DETAIL # 1
 INDICATES THE USE OF HELICAL PILE WHERE AS DETAIL 2 & 3
 BOTH LOOK LIKE AUGER PILE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. NO COMMENT RESPONCE FOR THIS
 REQUEST.
  
 8) 5TH REQUEST. 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.
  
 9) 5 TH REQUEST. 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 4 Status F Date 2014-11-24 Cont ID  
Sent By jwitmer Date 2014-11-24 Time 12:54 Rev Time 0.00
Received By jwitmer Date 2014-11-24 Time 11:51 Sent To  
Notes
2014-11-24 12:54:37BUILDING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2132 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 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.
  
 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 (3) OR MORE TIMES
 FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION.
  
 4TH REVIEW
 DATE: TUES. NOV. 224/ 2014
 ACTION: DENIED
  
 1) ADDRESS/ COMPLIED.
  
 2) 4TH REQUEST. THIS SITE IS BEING ANNEXED INTO THE
 CITY, IT IS LOCATED WITHIN AN A8 FLOOD ZONE. THE
 MINIMUM BASE FLOOD ELEVATION IS 16.00 FT NGVD THE CITY
 OF WEST PALM BEACH REQUIRES AN ADDITIONAL 6 INCHES TO
 THE BASE FLOOD OR A FINISH FLOOR OF 16.5 FT NGVD.
 THE SURVEY INDICATES A FINISH FLOOR OF 16.53 NGVD.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1. BUILDING
 107.3.5.1.1.SITE REQUIREMENTS: FLOOD HAZARD AREAS,
 FLOOD ZONES, AND DESIGN FLOOD ELEVATIONS PROVIDE WHAT
 THE EXISTING FINISH FLOOR ELEVATION IS IN NDVD.
 PLEASE PROVIDE A CURRENT SURVEY SIGNED AND SEALED (2)
 ORIGINALS & FLOOD ZONE CERTIFICATES, THIS STRUCTURE IS
 LOCATED IN A A8 FLOOD ZONE WITH A REQUIRED 16.00 ELE.
 NGVD. THE CITY MUNI CODE FLOOD PREVENTION AND CONTROL
 REQUIRES AN ADDITIONAL 6 INCH FREE BOARD FOR
 RESIDENTIAL AND FOR COMMERCIAL FLOOD PROOFING FOR THE
 SAME 6 INCHES PLUS A ADDITIONAL 6 INCHES IF FLOOD
 PROOFING AND THE FLOOR NOT BEING ABOVE 16.5 FT. NGVD.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION
  
 NEW COMMENT: PLEASE BE AWARE : THE 2010 FBC-B 1612.4
 DESIGN AND CONSTRUCTION.
 THE DESIGN AND CONSTRUCTION OF BUILDINGS AND STRUCTURES
 LOCATED IN FLOOD HAZARD AREAS, INCLUDING FLOOD HAZARD
 AREAS SUBJECT TO HIGH-VELOCITY WAVE ACTION, SHALL BE IN
 ACCORDANCE WITH CHAPTER 5 OF ASCE 7 AND WITH ASCE
 24.TABLE 7.1 REQUIRES A 1 FT. HEIGHT FOR FINISH FLOOR
 ABOVE THE BASE FLOOD ELEVATION FOR A BUILDING CATEGORY
 II.
  
  
 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.
  
 2) SHEET S-2 SEMI-COMPLIED. THE PREVIOUS REVIEW THE
 PLAN REVIEWER STATED THIS TO BE A S2 OCCUPANCY. FOR
 AUTO REPAIR GAGARES AND BULK TIRE STORAGE WE ARE LOKING
 AT A S-1 OCCUPANCY SEE THE 2010 FBC-B 311.2. THE
 OCCUPANCY LOADING WOULD BE 300 GSF / 12 OCCUPANTS.
  
 3) 4TH REQUEST. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS- MISSING
 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
  
 4) 4TH REQUEST. ENGINEERED PLANS FROM DERIK SCHENAVAR
 INDICATE A "C" EXPOSURE BUT THE NEW LUDWIG STEEL
 BUILDING PLANS INDICATE A "B" EXPOSURE.
  
 5) 4TH REQUEST. 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
  
 (31)(C) WALL PANELS.
  
 (31)(D) ROOFING PANELS.
  
 6A) 4TH REQUEST. THE NEW STEEL BUILDING PLANS BY LUDWIG
 WILL NEED TO PROVIDE PRODUCT APPROVALS FOR THE WALL
 PANELS AND ROOFING SYSTEMS. 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..
  
 6B) 4TH REQUEST. THE LUDWIG STEEL BUILDING PLANS ARE ON
 8 1/2 X 11 SHEETS OF PAPER, THEY DO NOT MEET THE
 REQUIRED SIZE REQUIREMENTS FOR RECORD RETENTION.
 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS
 SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 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.
  
 6C) 4TH REQUEST. WITH THE REDUCED SIZE OF THE ENGINEERS
 SEAL THE PLANS DO NNOT MEET THE SEAL REQUIREMETS.
 61G15-23.001 SEALS ACCEPTABLE TO THE BOARD. SAID SEAL
 SHALL BE A MINIMUM OF 1 7/8 INCHES IN DIAMETER, TO SAY
 LICENSE NOT CERTIFICATE. ALL ENGINEERS MUST BE
 UTILIZING SAID SEAL NO LATER THAN JANUARY 1, 2006.
  
 7) 4TH REQUEST. SHEET S-6 & S-10 BOTH INDICATE THE USE
 OF HELICAL PILES PER COLUMN, IS THERE A SUPPORTING
 SOILS 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. NO PRODUCT
 INFORMATION FOR THE HELICAL PIERS SHEET S-10 DETAIL # 1
 INDICATES THE USE OF HELICAL PILE WHERE AS DETAIL 2 & 3
 OTH LOOK LIKE AUGER PILE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) 4TH REQUEST. 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.
  
 9) 4TH REQUEST. 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 3 Status F Date 2014-09-23 Cont ID  
Sent By jwitmer Date 2014-09-23 Time 14:23 Rev Time 0.00
Received By jwitmer Date 2014-09-23 Time 12:02 Sent To  
Notes
2014-09-23 12:23:02BUILDING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2132 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 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 (3) OR MORE TIMES
 FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION.
  
 3RD REVIEW
 DATE: TUES. SEPT. 23/ 2014
 ACTION: DENIED
  
 1) ADDRESS/ COMPLIED.
  
 2) 3RD REQUEST. THIS SITE IS BEING ANNEXED INTO THE
 CITY, IT IS LOCATED WITHIN AN A8 FLOOD ZONE. THE
 MINIMUM BASE FLOOD ELEVATION IS 16.00 FT NGVD THE CITY
 OF WEST PALM BEACH REQUIRES AN ADDITIONAL 6 INCHES TO
 THE BASE FLOOD OR A FINISH FLOOR OF 16.5 FT NGVD.
 THE SURVEY INDICATES A FINISH FLOOR OF 16.53 NGVD.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1. BUILDING
 107.3.5.1.1.SITE REQUIREMENTS: FLOOD HAZARD AREAS,
 FLOOD ZONES, AND DESIGN FLOOD ELEVATIONS PROVIDE WHAT
 THE EXISTING FINISH FLOOR ELEVATION IS IN NDVD.
 PLEASE PROVIDE A CURRENT SURVEY SIGNED AND SEALED (2)
 ORIGINALS & FLOOD ZONE CERTIFICATES, THIS STRUCTURE IS
 LOCATED IN A A8 FLOOD ZONE WITH A REQUIRED 16.00 ELE.
 NGVD. THE CITY MUNI CODE FLOOD PREVENTION AND CONTROL
 REQUIRES AN ADDITIONAL 6 INCH FREE BOARD FOR
 RESIDENTIAL AND FOR COMMERCIAL FLOOD PROOFING FOR THE
 SAME 6 INCHES PLUS A ADDITIONAL 6 INCHES IF FLOOD
 PROOFING AND THE FLOOR NOT BEING ABOVE 16.5 FT. NGVD.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION
  
 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.
  
 2) SHEET S-2 SEMI-COMPLIED. THE PREVIOUS REVIEW THE
 PLAN REVIEWER STATED THIS TO BE A S2 OCCUPANCY. FOR
 AUTO REPAIR GAGARES AND BULK TIRE STORAGE WE ARE LOKING
 AT A S-1 OCCUPANCY SEE THE 2010 FBC-B 311.2. THE
 OCCUPANCY LOADING WOULD BE 300 GSF / 12 OCCUPANTS.
  
 3) 3RD REQUEST. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS- MISSING
 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
  
 4) SEMI -COMPLIED. ENGINEERED PLANS FROM DERIK
 SCHENAVAR INDICATE A "C" EXPOSURE BUT THE NEW LUDWIG
 STEEL BUILDING PLANS INDICATE A "B" EXPOSURE.
  
 5) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
  
 (31)(C) WALL PANELS.
  
 (31)(D) ROOFING PANELS.
  
 6A) THE NEW STEEL BUILDING PLANS BY LUDWIG WILL NEED TO
 PROVIDE PRODUCT APPROVALS FOR THE WALL PANELS AND
 ROOFING SYSTEMS. 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..
  
 6B) THE LUDWIG STEEL BUILDING PLANS ARE ON 8 1/2 X 11
 SHEETS OF PAPER, THEY DO NOT MEET THE REQUIRED SIZE
 REQUIREMENTS FOR RECORD RETENTION.
 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS
 SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 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.
  
 6C) WITH THE REDUCED SIZE OF THE ENGINEERS SEAL THE
 PLANS DO NNOT MEET THE SEAL REQUIREMETS. 61G15-23.001
 SEALS ACCEPTABLE TO THE BOARD. SAID SEAL SHALL BE A
 MINIMUM OF 1 7/8 INCHES IN DIAMETER, TO SAY LICENSE NOT
 CERTIFICATE. ALL ENGINEERS MUST BE UTILIZING SAID SEAL
 NO LATER THAN JANUARY 1, 2006.
  
 7) SHEET S-6 & S-10 BOTH INDICATE THE USE OF HELICAL
 PILES PER COLUMN, IS THERE A SUPPORTING SOILS 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. NO PRODUCT
 INFORMATION FOR THE HELICAL PIERS SHEET S-10 DETAIL # 1
 INDICATES THE USE OF HELICAL PILE WHERE AS DETAIL 2 & 3
 OTH LOOK LIKE AUGER PILE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) 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.
  
 9) 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 2 Status F Date 2014-05-02 Cont ID  
Sent By jwitmer Date 2014-05-02 Time 12:17 Rev Time 0.00
Received By jwitmer Date 2014-05-02 Time 11:04 Sent To  
Notes
2014-05-02 12:16:57BUILDING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2132 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. FEB. 25/ 2014
 ACTION: DENIED
  
 1) ADDRESS/ COMPLIED.
  
 2) 2ND REQUEST. THIS SITE IS BEING ANNEXED INTO THE
 CITY, IT IS LOCATED WITHIN AN A8 FLOOD ZONE. THE
 MINIMUM BASE FLOOD ELEVATION IS 16.00 FT NGVD THE CITY
 OF WEST PALM BEACH REQUIRES AN ADDITIONAL 6 INCHES TO
 THE BASE FLOOD OR A FINISH FLOOR OF 16.5 FT NGVD.
 THE SURVEY INDICATES A FINISH FLOOR OF 16.53 NGVD.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1. BUILDING
 107.3.5.1.1.SITE REQUIREMENTS: FLOOD HAZARD AREAS,
 FLOOD ZONES, AND DESIGN FLOOD ELEVATIONS PROVIDE WHAT
 THE EXISTING FINISH FLOOR ELEVATION IS IN NDVD.
  
 2.2 COMPLIED.
 SHEET S7 INDICATES THE OCCUPANCY AS A F1 LIGHT AUTO
 REPAIR/ USED TIRE SALE, PLEASE REVIEW 2010 FBC-B 406.6
 REPAIR GARAGES ARE SPECIAL OCCUPANCIES LISTED AS A S2.
  
 2.3)COMPLIED.
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 SPECIFIC OCCUPANCY REQUIREMENTS
  
 2.4 2ND REQUEST. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS- MISSING
 BUILDING ENVELOPE: PRODUCT APPROVALS SEE COMMENT 6
 BELOW.
 FOUNDATION MISSING ELEVATION CERTIFICATE.
 FLOOD REQUIREMENTS IN ACCORDANCE WITH SECTION 1612,
 INCLUDING LOWEST FLOOR ELEVATIONS, ENCLOSURES, FLOOD
 DAMAGE-RESISTANT MATERIALS
  
  
 3) PLEASE PROVIDE A CURRENT SURVEY SIGNED AND SEALED
 (2) ORIGINALS & FLOOD ZONE CERTIFICATES, THIS STRUCTURE
 IS LOCATED IN A A8 FLOOD ZONE WITH A REQUIRED 16.00
 ELE. NGVD. THE CITY MUNI CODE FLOOD PREVENTION AND
 CONTROL REQUIRES AN ADDITIONAL 6 INCH FREE BOARD FOR
 RESIDENTIAL AND FOR COMMERCIAL FLOOD PROOFING FOR THE
 SAME 6 INCHES PLUS A ADDITIONAL 6 INCHES IF FLOOD
 PROOFING AND THE FLOOR NOT BEING ABOVE 16.5 FT. NGVD.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION
  
 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.
  
 4) COMPLIED EXPOSURE C.
  
 5) SEMI-COMPLIED. SEE COMMENT # 6 BELOW. 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..
  
 6) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
  
 (31)(A) EXTERIOR DOORS. COMPLIED.
  
 (31)(C) WALL LOUVERS- REQUIRE PRODUCT APPROVALS 1ST
 REVIEW!
  
 (D) 2ND REQUEST, NOA 12-0716.16 ROOFING PRODUCTS AND
 ASSEMBLIES FOR FLAT ROOFS PLEASE IDENTIFY SUB-SYSTEMS
 AND ASSOCIATED PRESSURES, REVIEW LIMITATIONS FOR THIS
 APPROVAL.
 NO SUB-SYSTEM WAS IDENTIED, DEPENDING ON WHICH
 SUB-SYSTEM IS IDENTIFIED. ZONES 2 & 3, MAY REQUIRE
 ENHANCED FASTENING SEE LIMITATION 7 & 9.
  
 7) 2ND REQUEST, OWNERS SOILS REPORT PROVIDED. SHEET S-6
 & S-10 BOTH INDICATE THE USE OF HELICAL PILES PER
 COLUMN, IS THERE A SUPPORTING SOILS 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.
  
 8) 2ND REQUEST. NO PRODUCT INFORMATION FOR THE HELICAL
 PIERS SHEET S-10 DETAIL # 1 INDICATES THE USE OF
 HELICAL PILE WHERE AS DETAIL 2 & 3 OTH LOOK LIKE AUGER
 PILE? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 9) COMPLIED.
  
 10) 406.6.1 GENERAL.
 REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 THE FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1
 THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR
 FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION
 406.5.
  
 11) NOT USED.
  
 12) 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 2014-02-25 Cont ID  
Sent By jwitmer Date 2014-02-25 Time 11:50 Rev Time 0.00
Received By jwitmer Date 2014-02-25 Time 09:41 Sent To  
Notes
2014-02-25 11:50:08BUILDING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2321 INDIAN RD VS. 2131 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. FEB. 25/ 2014
 ACTION: DENIED
  
 1) PLEASE REVIEW THE ABOVE PROPERTY CONTROL NUMBER TO
 VERIFY THIS IS THE PROPERTY THAT IS GOING TO BE ANNEXED
 INTO THE CITY OF W.P.B.
 NOTE THERE ARE TWO ADDRESSES LISTED IN THE ADDRESS
 FIELD ABOVE. THE P.B.C. PROPERTY APPRAISERS SITE HAS
 THE ADDRESS OF 2132 INDIAN RD. THE PERMIT APPLICATION
 HAS THE ADDRESS AS 2312 INDIAN RD. PLEASE VERIFY THE
 PROPERTY APPRAISERS SITE IS CORRECT AND CORRECT THE
 ADDRESS ON THE PERMIT APPLICATION. WHEN THIS PROPERTY
 IS TRANSFEERED, RECORDED THE ADDRESS NEEDS TO BE
 CORRECT, WITH ALL RECORDS BEING SUBMITTED FOR
 PERMITING.
  
 2) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 2.1.SITE REQUIREMENTS: FLOOD HAZARD AREAS, FLOOD ZONES,
 AND DESIGN FLOOD ELEVATIONS PROVIDE WHAT THE EXISTING
 FINISH FLOOR ELEVATION IS IN NDVD
  
 2.2 SHEET S7 INDICATES THE OCCUPANCY AS A F1 LIGHT AUTO
 REPAIR/ USED TIRE SALE, PLEASE REVIEW 2010 FBC-B 406.6
 REPAIR GARAGES ARE SPECIAL OCCUPANCIES LISTED AS A S2.
  
 2.3) OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 SPECIFIC OCCUPANCY REQUIREMENTS
  
 2.4 STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 BUILDING ENVELOPE: PRODUCT APPROVALS
 FOUNDATION
 FLOOD REQUIREMENTS IN ACCORDANCE WITH SECTION 1612,
 INCLUDING LOWEST FLOOR ELEVATIONS, ENCLOSURES, FLOOD
 DAMAGE-RESISTANT MATERIALS
  
  
 3) PLEASE PROVIDE A CURRENT SURVEY SIGNED AND SEALED
 (2) ORIGINALS & FLOOD ZONE CERTIFICATES, THIS STRUCTURE
 IS LOCATED IN A A8 FLOOD ZONE WITH A REQUIRED 16.00
 ELE. NGVD. THE CITY MUNI CODE FLOOD PREVENTION AND
 CONTROL REQUIRES AN ADDITIONAL 6 INCH FREE BOARD FOR
 RESIDENTIAL AND FOR COMMERCIAL FLOOD PROOFING FOR THE
 SAME 6 INCHES PLUS A ADDITIONAL 6 INCHES IF FLOOD
 PROOFING AND THE FLOOR NOT BEING ABOVE 16.5 FT. NGVD.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION
  
 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.
  
 4) SHEET S-6 INDICATES THE WIND DESIGN TO A EXPOSURE D/
 170 MPH, 3 SECOND GUST. THE DESIGNER OF RECORD CAN
 DESIGN TO THIS MORE STRINGENT DESIGN, THE BUILDING IS
 LOCATED IN A WIND EXPOSURE C/ 170 MPH WIND ZONE. PLEASE
 PROVIDE PRESSURES FOR COMPONENTS AND CLADDING FOR WALL
 ZONES AND ROOF ZONES. PLEASE NOTE THAT WE DO USE 10 SQ
 FT FOR COMPONENTS AND CLADDING FOR ROOFING MATERIALS.
 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
  
 5) 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..
  
 6) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (D) ROOFING PRODUCTS AND ASSEMBLIES FOR FLAT ROOFS
 PLEASE IDENTIFY SUB-SYSTEMS AND ASSOCIATED PRESSURES,
 REVIEW LIMITATIONS FOR THIS APPROVAL.
  
 7) SHEET S-6 & S-10 BOTH INDICATE THE USE OF HELICAL
 PILES PER COLUMN, IS THERE A SUPPORTING SOILS 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.
  
 8) SHEET S-10 DETAIL # 1 INDICATES THE USE OF HELICAL
 PILE WHERE AS DETAIL 2 & 3 OTH LOOK LIKE AUGER PILE?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 9) S12 THERE IS A NOTE TO HAVE THE ROLL ROOFING TO GO
 OVER THE TOP OF THE WALL AND DOWNWARD ON THE WALL FOR
 16 INCHES? PLEASE EXPLAIN WHY THE ROOFING CONTINUES
 DOWN THE WALL FOR 16 INCHES? ALSO SHOW COMPLIANCE WITH
 2010 FBC-B: 1503.4.3 GUTTERS.
 GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS,
 OTHER THAN GROUP R-3, PRIVATE GARAGES AND BUILDINGS OF
 TYPE V CONSTRUCTION, SHALL BE OF NONCOMBUSTIBLE
 MATERIAL OR A MINIMUM OF SCHEDULE 40 PLASTIC PIPE.
  
 1503.7 PROTECTION AGAINST DECAY AND TERMITES.
 CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF.
  
 SIZE TO THE GUTTER AND ROOF LEADERS TO BE SIZED TO THE
 REQUIREMENTS FOUND IN THE 2010 FBC-P.
  
 10) 406.6.1 GENERAL.
 REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 THE FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1
 THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR
 FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION
 406.5.
  
 11)
  
 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2014-10-28 Cont ID  
Sent By dhayes Date 2014-10-28 Time 13:45 Rev Time 0.00
Received By rlecky Date 2014-10-28 Time 13:39 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-05-01 Cont ID  
Sent By albarran Date 2014-05-01 Time 10:25 Rev Time 0.00
Received By albarran Date 2014-05-01 Time 09:12 Sent To  
Notes
2014-05-01 10:26:38PREVIOUS CORRECTION REQUESTS HAVE BEEN ADDRESSED
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-03-04 Cont ID  
Sent By albarran Date 2014-03-04 Time 15:42 Rev Time 0.00
Received By albarran Date 2014-03-04 Time 14:40 Sent To  
Notes
2014-03-04 15:46:55AS PER FBC-B 406.6 REPAIR GARAGES, THIS TYPE OF
 ESTABLISHMENT REQUIRES MECHANICAL VENTILATION WHICH IS
 CONTROLLED AT THE ENTRANCE TO THE GARAGE. THE SUBMITTED
 DRAWINGS DO NOT INCLUDE EITHER OF THE COMPONENTS
 REQUIRED, THE EXHAUST FAN OR THE CONTROLLER.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-06-14 Cont ID  
Sent By mgonzale Date 2014-06-14 Time   Rev Time 1.00
Received By mgonzale Date 2014-06-14 Time   Sent To  
Notes
2014-06-14 11:58:26NO OBJECTION
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-03-31 Cont ID  
Sent By Mgonzale Date 2014-03-31 Time   Rev Time 0.50
Received By mgonzale Date 2014-03-31 Time   Sent To I
Notes
2014-03-31 14:39:40NOTE:
 PLAN SUBMITTED DOES NOT SHOW STORM WATER DRAINAGE
 ELEMENTS. PLEASE BE ADVISED, THE CITY'S NPDES MS4
 PERMIT AUTHORIZES THE CITY TO DISCHARGE STORMWATERS OF
 THE STATE IN ACCORDANCE WITH THE STORMWATER MANAGEMENT
 PROGRAMS (SWMP). THE SWMP INCLUDES POLLUTION PREVENTION
 MEASURES, TREATMENT OR REMOVAL TECHNIQUES AND OTHER
 APPROPRIATE MEANS TO CONTROL THE QUALITY OF STORMWATER
 DISCHARGED FROM THE MS4. ONE COMPONENT OF THE SWMP IS
 TO REDUCE THE DISCHARGE OF POLLUTANTS IN STORMWATER
 REDEVELOPED AREAS CONSISTENT WITH THE SFWMF ERP
 REQUIREMENTS.
 PER SFWMD CRITERIA, ALL PROJECTS SHALL PROVIDE ONSITE
 RETENTION FOR A VOLUME EQUIVALENT TO THE FIRST INCH OF
 RUNOFF FROM THE DEVELOPED PROJECT, OR THE TOTAL RUNOFF
 OF 2.5 INCHES TIMES THE PERCENTAGE OF IMPERVIOUSNESS,
 WHICHEVER IS THE GREATER. WATER SURFACE AND ROOFED
 AREAS CAN BE DEDUCTED FROM SITE AREAS ONLY FOR
 WATER-QUALITY PERVIOUS/IMPERVIOUS CALCULATIONS.
  
 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 P Date 2014-10-28 Cont ID  
Sent By pleduc Date 2014-10-27 Time   Rev Time 0.00
Received By pleduc Date 2014-10-27 Time 15:19 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-04-28 Cont ID  
Sent By pleduc Date 2014-04-28 Time 12:30 Rev Time 0.00
Received By pleduc Date 2014-04-28 Time 12:10 Sent To E
Notes
2014-04-24 10:48:13NEW SHEETS SUBMITTED. JG.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-02-27 Cont ID  
Sent By pleduc Date 2014-02-27 Time 15:40 Rev Time 0.00
Received By pleduc Date 2014-02-27 Time 14:20 Sent To  
Notes
2014-02-27 15:40:30THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THE PERMIT IS APPROVED WITH THE FOLLOWING COMMENTS.
  
 1. NOTICE 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.
  
 2. BOLLARD PROTECTION FROM VEHICLE IMPACT AND
 PEDESTRIAN EGRESS IS REQUIRED AT THE WAITING AREA AND
 RESTROOM AS INDICATED/HIGHLIGHTED ON THE PLAN.
  
 3. CO DECTECTORS ARE REQUIRED IN EACH BATHROOM, SERVICE
 AND WAITING AREAS.
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2015-02-05 Cont ID  
Sent By   Date 2015-02-05 Time   Rev Time 0.00
Received By   Date 2015-02-05 Time   Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2015-01-06 Cont ID  
Sent By jwitmer Date 2015-01-06 Time 08:35 Rev Time 0.00
Received By jwitmer Date 2014-12-22 Time 07:47 Sent To  
Notes
2014-12-23 07:48:41C05
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2014-11-24 Cont ID  
Sent By jwitmer Date 2014-11-24 Time 12:54 Rev Time 0.00
Received By jwitmer Date 2014-10-20 Time 11:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-09-23 Cont ID  
Sent By tklarge Date 2014-09-23 Time 14:23 Rev Time 0.00
Received By jwitmer Date 2014-09-05 Time 16:57 Sent To  
Notes
2014-09-05 16:58:52INCOMING SENT TO C03 . JW
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-06-16 Cont ID  
Sent By shill Date 2014-06-16 Time 11:12 Rev Time 0.00
Received By shill Date 2014-04-21 Time 11:18 Sent To  
Notes
2014-04-24 11:19:10RESUBMITTAL SENT TO C2 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-03-31 Cont ID  
Sent By skennedy Date 2014-03-31 Time 17:15 Rev Time 0.00
Received By skennedy Date 2014-02-05 Time 11:43 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2014-03-26 Cont ID  
Sent By jwitmer Date 2014-03-26 Time 12:41 Rev Time 0.00
Received By jwitmer Date 2014-03-26 Time 12:41 Sent To  
Notes
2014-03-26 12:42:49NO MECHANICAL IN PLANS. JW
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status N Date 2017-02-27 Cont ID  
Sent By shill Date 2017-02-27 Time 07:52 Rev Time 0.00
Received By shill Date 2017-02-27 Time 07:52 Sent To  
Notes
2017-02-27 07:53:08****CORRECTIONS****
 ****PROVISO****
 FINISHED CONSTRUCTION ELEVATION CERTIFICATE PREPARED BY
 DENNIS J. GABRIELE, ALL COUNTY SURVEYORS, DATED
 11/14/2014
 REVISE ELEVATION CERTIFICATE AS NOTED AND SUBMIT
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. A3, PROPERTY DESCRIPTION PROVIDES PARCEL ID. THIS
 HAS CHANGED AND IS NO LONGER IN UNINCORPORATED PALM
 BEACH COUNTY, REVISE.
  
 2. A5, THE LATITUDE/LONGITUDE PROVIDED IS NOT ACCURATE.
 SEE INSTRUCTIONS, THIS LOCATION IS TO BE THE CENTER OF
 THE BUILIDNG ACCURATE WITHIN 66'.
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2016-03-25 Cont ID  
Sent By shill Date 2016-03-25 Time 17:04 Rev Time 0.00
Received By shill Date 2016-03-25 Time 17:04 Sent To  
Notes
2016-03-25 17:10:07****CORRECTIONS****
 PLAN REVIEW IN PROGRESS
 FINISHED CONSTRUCTION ELEVATION CERTIFICATE PREPARED BY
 DENNIS J. GABRIELE, ALL COUNTY SURVEYORS, DATED
 11/14/2014
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. A3, PROPERTY DESCRIPTION PROVIDES PARCEL ID. THIS
 HAS CHANGED AND IS NO LONGER IN UNINCORPORATED PALM
 BEACH COUNTY, REVISE.
  
 2. A5, THE LATITUDE/LONGITUDE PROVIDED IS NOT ACCURATE.
 SEE INSTRUCTIONS, THIS LOCATION IS TO BE THE CENTER OF
 THE BUILIDNG ACCURATE WITHIN 66'.
  
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2014-11-01 Cont ID  
Sent By tklarge Date 2014-11-01 Time 08:42 Rev Time 0.00
Received By tklarge Date 2014-11-01 Time 08:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2014-09-22 Cont ID  
Sent By tklarge Date 2014-09-22 Time 08:43 Rev Time 0.00
Received By tklarge Date 2014-09-22 Time 07:05 Sent To  
Notes
2014-09-22 08:43:059/22/14 - DENIED
 1) SEPARATE SANITARY FACILITIES ARE REQUIRED FOR MALES
 AND FEMALES PER THE 2010 FBC SEC.403.2
 2) BOTH RESTROOMS SHALL BE HANDICAPPED ACCESSIBLE PER
 THE 2010 FBC, ACCESSIBILITY, SEC.213.2.
 3) SHOW THE FIXTURE CLEARANCES IN THE "EMPLOYEE
 RESTROOM". THE FIXTURE SPACEING SHALL COMPLY WITH THE
 2010 FBC ACCESSIBILITY.
 4) SUBMIT A WATER PIPNG DIAGRAM FOR REVIEW. THE WATER
 SUPPLY SYSTEM SHALL COMPLY W/SEC.604 OF THE 2010 FPC
 SEC.WPB AMEND. TO 2010 FBC SEC.107.2.1., 107.3.5.1.
 5) SUBMIT MANUF. SPECIFICATION SHEETS FOR THE EMERGENCY
 EYEWASH/SHOWER AND THE WATERLESS URINAL. THE WATERLESS
 URINAL SHALL COMPLY W/ANSI Z124.9 ( PLASTIC) OR ASME
 A112.19.19 (VITREOUS CHINA). WPB AMEND. TO 2010 FBC
 SEC.107.2.1,
 FPC SEC. 419.1
 6) CLEANOUTS ARE REQD. IN THE BASE OF EACH SOIL OR
 WASTE STACK PER 2010 FBC SEC. 708.3.4.
 7) AS DRAWN, THE SERVICE SINK IS INSTALLED ON A
 HORIZONTAL WET VENT WHICH IS NOT PERMITTED PER THE 2010
 FPC SEC.909.1.
 8) THE URINAL SHALL BE CONNECTED TO A VENTED WASTE
 STACK IF IT IS WALL HUNG. 2010 FPC 901.2.1.
 9) THE VENTS THRU THE ROOF CAN BE 2" IN DIAMETER IN
 LIEU OF 2".
 10) SHT. S-12 - INDICATE THE SLOPE OF THE RAIN GUTTERS
 ON THE PLAN. THE PITCH OF THE GUTTERS AND THE ROOF AREA
 DRAINED SHALL COMPLY WITH TABLE 1106.6 OF THE 2010 FPC.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2014-05-05 Cont ID  
Sent By jwitmer Date 2014-05-02 Time 11:04 Rev Time 0.00
Received By jwitmer Date 2014-05-02 Time 12:17 Sent To  
Notes
2014-05-02 12:27:26PLUMBING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2321 INDIAN RD VS. 2131 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE:FRIDAY APRIL 02/ 2014
 ACTION: DENIED
  
 1-2) COMPLIED. SHEET S7 INDICATES THE OCCUPANCY AS A F1
 LIGHT AUTO REPAIR/ USED TIRE SALE, PLEASE REVIEW 2010
 FBC-B 406.6 REPAIR GARAGES ARE SPECIAL OCCUPANCIES
 LISTED AS A S2.
  
 3) 2ND REQUEST. THE SANITARY PLANS ARE DRAWN USING A
 WET VENT SYSTEM. WATER CLOSETS, AND SERVICE SINKS DO
 NOT HAVE VENTS. SEE 2010 FBC-PLUMBING
 907.1 INDIVIDUAL VENT PERMITTED.
 EACH TRAP AND TRAPPED FIXTURE IS PERMITTED TO BE
 PROVIDED WITH AN INDIVIDUAL VENT. THE INDIVIDUAL VENT
 SHALL CONNECT TO THE FIXTURE DRAIN OF THE TRAP OR
 TRAPPED FIXTURE BEING VENTED.
 908.1 INDIVIDUAL VENT AS COMMON VENT.
 AN INDIVIDUAL VENT IS PERMITTED TO VENT TWO TRAPS OR
 TRAPPED FIXTURES AS A COMMON VENT. THE TRAPS OR TRAPPED
 FIXTURES BEING COMMON VENTED SHALL BE LOCATED ON THE
 SAME FLOOR LEVEL.
  
 908.2 CONNECTION AT THE SAME LEVEL.
 WHERE THE FIXTURE DRAINS BEING COMMON VENTED CONNECT AT
 THE SAME LEVEL, THE VENT CONNECTION SHALL BE AT THE
 INTERCONNECTION OF THE FIXTURE DRAINS OR DOWNSTREAM OF
 THE INTERCONNECTION.
  
 908.3 CONNECTION AT DIFFERENT LEVELS.
 WHERE THE FIXTURE DRAINS CONNECT AT DIFFERENT LEVELS,
 THE VENT SHALL CONNECT AS A VERTICAL EXTENSION OF THE
 VERTICAL DRAIN. THE VERTICAL DRAIN PIPE CONNECTING THE
 TWO FIXTURE DRAINS SHALL BE CONSIDERED THE VENT FOR THE
 LOWER FIXTURE DRAIN, AND SHALL BE SIZED IN ACCORDANCE
 WITH TABLE 908.3. THE UPPER FIXTURE SHALL NOT BE A
 WATER CLOSET.
 FLORIDA BUILDING CODE INFORMAL INTERPRETATION:
 DATE: WED DEC 17 2003
 REPORT #: 2241
 CODE: PLUMBING
 SECTION: 909.1
 QUESTION:
 IS IT THE INTENT OF SECTION 909.1 WET VENTING TO
 EXCLUDE URINALS AS A FIXTURE TO BE ALLOW AS PART OF A
 WET
 VENTED SYSTEM?
 ANSWER:
 NO. WET VENTING RELIES ON LOW FLOW VELOCITY, LOW FLOW
 RATES, AND LOW PROBABILITY OF SIMULTANEOUS
 DISCHARGE. FOR THAT REASON, WET VENTING IS LIMITED TO
 TWO BATHROOM GROUPS, LOCATED ON THE SAME FLOOR LEVEL.
 ALTHOUGH A BATHROOM GROUP BY DEFINITION DOES NOT
 INCLUDE URINALS, URINALS MAY BE REGARDED AS SIMILAR IN
 FUNCTION TO WATER CLOSETS (SEE 419.2), AND THEY PLACE
 LESS RELATIVE LOAD ON THE DRAINAGE SYSTEM. URINALS, AS
 WELL AS EMERGENCY FLOOR DRAINS AND DRINKING FOUNTAINS,
 MAY BE INCLUDED IN A WET VENT SYSTEM, WITHIN THE
 LIMITS OF TABLE 909.3. PLEASE NOTE! 12/17/2003-UPON
 CHALLENGE AND FURTHER REVIEW
 THIS INTERPRETATION IS MODIFIED AS FOLLOWS: 1) THE CODE
 PERMITS WET VENTING OF BATHROOM
 GROUPS, 2) THE DEFINITION OF A BATHROOM GROUP DOES NOT
 SPECIFICALLY INCLUDE A URINAL, THEREFORE 3) A URINAL
 MAY NOT BE A PART OF A WET VENT SYSTEM.
 COMMENTARY:
 KITCHEN SINKS, WASHING MACHINES AND SIMILAR HIGHER
 VOLUME FIXTURES WOULD NOT BE PERMITTED ON A WET VENT
 SYSTEM, AND WOULD HAVE TO DISCHARGE DOWNSTREAM OF THE
 WET VENT. 12/17/2003-COMMENTARY
 MODIFICATION: PROPERLY SIZED WET VENTING RESULTS IN
 ADEQUATE AIRFLOW IN THE WET-VENTED PIPE TO
 PREVENT THE FIXTURES FROM BEING SUBJECT TO SIPHONAGE OR
 BACKPRESSURE (PLUS OR MINUS 1-INCH OF WATER
 COLUMN). THE ORIGINAL INTERPRETATION MET THE INTENT, IF
 NOT THE LETTER, OF THE CODE SINCE URINALS HAVE, FOR A
 NUMBER OF YEARS NOW, BEEN LIMITED TO 1 GALLON PER
 FLUSHING CYCLE. AS LONG AS THE WET VENT IS LIMITED TO
 TWO
 BATHROOM GROUPS, THERE IS PROBABLY NO FIELD
 CONFIGURATION CONTAINING A URINAL THAT WOULD POSE A
 PROBLEM
 BUT STRICT APPLICATION OF THE CODE WILL NOT ALLOW IT.
  
 4) COMPLIED.
  
 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 P PLUMBING
Rev No 1 Status F Date 2014-02-25 Cont ID  
Sent By jwitmer Date 2014-02-25 Time 12:58 Rev Time 0.00
Received By jwitmer Date 2014-02-25 Time 12:00 Sent To  
Notes
2014-02-25 12:09:50PLUMBING PLAN REVIEW
 PERMIT: 14020179
 PCN: 00-42-43-24-00-000-5251
 P. B. C. TO BE ANNEXED
 ADD: 2321 INDIAN RD VS. 2131 INDIAN RD
 CONT: CREATIVE CONTRACTING GROUP
 TEL: (561)333-1445
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. FEB. 25/ 2014
 ACTION: DENIED
  
 1) SHEET S7 INDICATES THE OCCUPANCY AS A F1 LIGHT AUTO
 REPAIR/ USED TIRE SALE, PLEASE REVIEW 2010 FBC-B 406.6
 REPAIR GARAGES ARE SPECIAL OCCUPANCIES LISTED AS A S2.
  
 2) PLEASE REVIEW YOUR PLUMBING FIXTURE CALCULATIONS AS
 A F1 3500/ 100= 35 OCCUPANTS AS A F1 OCCUPANCY THE
 FIXTURE COUNT WILL REQUIRE 1 UNDER THE 2010
 FBC-PLUMBING TABLE 403.1 AND FOOTNOTE E WOULD REQUIRE
 YOU TO GO TO THE ACCESSIBLITY CODE THAT WOULD REQUIRE A
 HIGH AND LOW.
  
 REVIEW YOUR PLUMBING CALCULATION AS A S2 3500/300= 12
 OCCUPANTS. THE 2010 FBC-PLUMBING TABLE 403.1 FOOTNOTE F
 DOES NOT REQUIRE DRINKING FOUNTAINS FOR OCCUPANT LOADS
 OF 15 AND FEWER.
  
 3) THE SANITARY PLANS ARE DRAWN USING A WET VENT SYSTEM
 INCLUDED IS URINAL & DRINKING FOUNTAIN, IN THE
 RESTOOMS, PLEASE SEE FLORIDA BUILDING CODE INFORMAL
 INTERPRETATION:
 DATE: WED DEC 17 2003
 REPORT #: 2241
 CODE: PLUMBING
 SECTION: 909.1
 QUESTION:
 IS IT THE INTENT OF SECTION 909.1 WET VENTING TO
 EXCLUDE URINALS AS A FIXTURE TO BE ALLOW AS PART OF A
 WET
 VENTED SYSTEM?
 ANSWER:
 NO. WET VENTING RELIES ON LOW FLOW VELOCITY, LOW FLOW
 RATES, AND LOW PROBABILITY OF SIMULTANEOUS
 DISCHARGE. FOR THAT REASON, WET VENTING IS LIMITED TO
 TWO BATHROOM GROUPS, LOCATED ON THE SAME FLOOR LEVEL.
 ALTHOUGH A BATHROOM GROUP BY DEFINITION DOES NOT
 INCLUDE URINALS, URINALS MAY BE REGARDED AS SIMILAR IN
 FUNCTION TO WATER CLOSETS (SEE 419.2), AND THEY PLACE
 LESS RELATIVE LOAD ON THE DRAINAGE SYSTEM. URINALS, AS
 WELL AS EMERGENCY FLOOR DRAINS AND DRINKING FOUNTAINS,
 MAY BE INCLUDED IN A WET VENT SYSTEM, WITHIN THE
 LIMITS OF TABLE 909.3. PLEASE NOTE! 12/17/2003-UPON
 CHALLENGE AND FURTHER REVIEW
 THIS INTERPRETATION IS MODIFIED AS FOLLOWS: 1) THE CODE
 PERMITS WET VENTING OF BATHROOM
 GROUPS, 2) THE DEFINITION OF A BATHROOM GROUP DOES NOT
 SPECIFICALLY INCLUDE A URINAL, THEREFORE 3) A URINAL
 MAY NOT BE A PART OF A WET VENT SYSTEM.
 COMMENTARY:
 KITCHEN SINKS, WASHING MACHINES AND SIMILAR HIGHER
 VOLUME FIXTURES WOULD NOT BE PERMITTED ON A WET VENT
 SYSTEM, AND WOULD HAVE TO DISCHARGE DOWNSTREAM OF THE
 WET VENT. 12/17/2003-COMMENTARY
 MODIFICATION: PROPERLY SIZED WET VENTING RESULTS IN
 ADEQUATE AIRFLOW IN THE WET-VENTED PIPE TO
 PREVENT THE FIXTURES FROM BEING SUBJECT TO SIPHONAGE OR
 BACKPRESSURE (PLUS OR MINUS 1-INCH OF WATER
 COLUMN). THE ORIGINAL INTERPRETATION MET THE INTENT, IF
 NOT THE LETTER, OF THE CODE SINCE URINALS HAVE, FOR A
 NUMBER OF YEARS NOW, BEEN LIMITED TO 1 GALLON PER
 FLUSHING CYCLE. AS LONG AS THE WET VENT IS LIMITED TO
 TWO
 BATHROOM GROUPS, THERE IS PROBABLY NO FIELD
 CONFIGURATION CONTAINING A URINAL THAT WOULD POSE A
 PROBLEM
 BUT STRICT APPLICATION OF THE CODE WILL NOT ALLOW IT.
  
 4A) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 503.7
 PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES
 AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT
 (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY
 UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS.
 GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS
 WITH EAVES OF LESS THAN 6 INCHES (152 MM) HORIZONTAL
 PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF
 ABOVE ANOTHER ROOF.
  
 4B) PROVIDE ROOF CALCULATIONS FOR ROOF DRAINAGE USING
 THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN 2010
 FBC-P FIGURE 1106.1 OR ON OTHER RAINFALL RATES
 DETERMINED FROM APPROVED LOCAL WEATHER DATA.
  
 4C) 2010 FBC-P 1106.6 SIZE OF ROOF GUTTERS.
 THE SIZE OF SEMICIRCULAR GUTTERS SHALL BE BASED ON THE
 MAXIMUM PROJECTED ROOF AREA IN ACCORDANCE WITH TABLE
 1106.6.
  
 4D) 2010 FBC-P 1106.2 VERTICAL CONDUCTORS AND LEADERS.
 VERTICAL CONDUCTORS AND LEADERS SHALL BE SIZED FOR THE
 MAXIMUM PROJECTED ROOF AREA, IN ACCORDANCE WITH TABLES
 1106.2(1) AND 1106.2(2).
  
 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 5 Status P Date 2014-12-23 Cont ID  
Sent By DKITTRED Date 2014-12-23 Time 13:58 Rev Time 0.00
Received By dkittred Date 2014-12-23 Time 13:18 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 2014-10-29 Cont ID  
Sent By dkittred Date 2014-10-29 Time 08:44 Rev Time 0.00
Received By dkittred Date 2014-10-28 Time 16:25 Sent To  
Notes
2014-11-13 09:18:4911/13/14 - UPDATE - COMMENT REGARDING SUBMITTAL OF A
 LANDSCAPING PERMIT HAS BEEN ADDRESSED (PERMIT. NO.
 14110360). DK
2014-10-29 08:44:04PLANNING AND ZONING COMMENTS: ***FAILED***
  
 10/29/14
  
 PREVIOUS COMMENTS FROM ZONING HAVE NOT BEEN ADDRESSED
 OR ACKNOWLEDGED IN THE RESUBMITTAL. COMMENTS ARE AS
 FOLLOWS:
  
 1. PREVIOUS COMMENT REGARDING SUBMITTAL OF A SEPARATE
 LANDSCAPE PERMIT WAS NOT ADDRESSED. PLEASE SUBMIT A
 SEPARATE LANDSCAPE PERMIT INDICATING WHAT THE PLANTINGS
 WILL BE IN THE 5 FOOT LANDSCAPE BUFFER. PLEASE SUBMIT A
 LANDSCAPE PERMIT INDICATING COMPLIANCE WITH THE BUFFER
 REQUIREMENTS OF ZLDR SEC. 94-443.
  
 2. BUILDING ELEVATIONS SHOW THAT FLOOD LIGHTS ARE BEING
 PROPOSED ON THE EXTERIOR BUILDINGS, BUT ONLY SURFACE
 MOUNTED FIXTURES WITH COMPACT FLUORESCENT LAMPS ARE
 PROPOSED ON THE EXTERIOR OF THE BUILDING PER THE
 ELECTRICAL PLAN. IF FLOOD LIGHTS ARE BEING PROVIDED ON
 THE BUILDING A PHOTOMETRIC PLAN WILL NEED TO BE
 PROVIDED TO DEMONSTRATE COMPLIANCE WITH ZLDR SEC.
 94-309 REQUIRING ALL OUTDOOR LIGHTING BE SHIELDED TO
 REDUCE GLARE AND BE ARRANGED TO REFLECT LIGHT OR GLARE
 AWAY FROM ADJACENT PUBLIC THOROUGHFARES.
  
 3. ON A PREVIOUS PLAN A TIRE LOFT WAS PROPOSED INSIDE
 THE BUILDING. THE CURRENT PLAN DOES NOT HAVE A TIRE
 LOFT. WHERE ARE THE TIRES FOR THE BUSINESS GOING TO BE
 STORED?
  
 4. ANY PROPOSED SIGNAGE ON THE BUILDING WILL BE
 REQUIRED TO BE SUBMITTED UNDER A SEPARATE PERMIT.
  
 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 3 Status F Date 2014-09-12 Cont ID  
Sent By dkittred Date 2014-09-12 Time 09:35 Rev Time 0.00
Received By dkittred Date 2014-09-09 Time 12:20 Sent To  
Notes
2014-09-12 09:35:49PLANNING AND ZONING COMMENTS: ***FAILED***
  
 9/12/14
  
 1. PREVIOUS COMMENT REGARDING SUBMITTAL OF A SEPARATE
 LANDSCAPE PERMIT WAS NOT ADDRESSED. PLEASE SUBMIT A
 SEPARATE LANDSCAPE PERMIT INDICATING WHAT THE PLANTINGS
 WILL BE IN THE 5 FOOT LANDSCAPE BUFFER. PLEASE SUBMIT A
 LANDSCAPE PERMIT INDICATING COMPLIANCE WITH THE BUFFER
 REQUIREMENTS OF ZLDR SEC. 94-443.
  
 2. BUILDING ELEVATIONS SHOW THAT FLOOD LIGHTS ARE BEING
 PROPOSED ON THE EXTERIOR BUILDINGS, BUT ONLY SURFACE
 MOUNTED FIXTURES WITH COMPACT FLUORESCENT LAMPS ARE
 PROPOSED ON THE EXTERIOR OF THE BUILDING PER THE
 ELECTRICAL PLAN. IF FLOOD LIGHTS ARE BEING PROVIDED ON
 THE BUILDING A PHOTOMETRIC PLAN WILL NEED TO BE
 PROVIDED TO DEMONSTRATE COMPLIANCE WITH ZLDR SEC.
 94-309 REQUIRING ALL OUTDOOR LIGHTING BE SHIELDED TO
 REDUCE GLARE AND BE ARRANGED TO REFLECT LIGHT OR GLARE
 AWAY FROM ADJACENT PUBLIC THROUGHFARES.
  
 3. ON A PREVIOUS PLAN A TIRE LOFT WAS PROPOSED INSIDE
 THE BUILDING. THE CURRENT PLAN DOES NOT HAVE A TIRE
 LOFT. WHERE ARE THE TIRES FOR THE BUSINESS GOING TO BE
 STORED?
  
 4. ANY PROPOSED SIGNAGE ON THE BUILDING WILL BE
 REQUIRED TO BE SUBMITTED UNDER A SEPARATE PERMIT.
  
 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 2014-04-25 Cont ID  
Sent By dkittred Date 2014-04-25 Time 13:59 Rev Time 0.00
Received By dkittred Date 2014-04-25 Time 13:59 Sent To  
Notes
2014-04-25 14:00:53PLANNING AND ZONING COMMENTS: ***FAILED***
  
 4/25/2014
  
 1. PREVIOUS COMMENT REGARDING SUBMITTAL OF A SEPARATE
 LANDSCAPE PERMIT WAS NOT ADDRESSED.
  
 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 2014-02-10 Cont ID  
Sent By aaponte Date 2014-02-10 Time 18:45 Rev Time 0.00
Received By dkittred Date 2014-02-10 Time 17:12 Sent To  
Notes
2014-02-10 18:45:38PLANNING AND ZONING COMMENTS:
  
 2/10/14
  
 1. NO LANDSCAPE PLAN WAS SUBMITTED TO INDICATED WHAT
 THE PLANTINGS WILL BE IN THE 5 FOOT LANDSCAPE BUFFERS.
 PLEASE SUBMIT A LANDSCAPE PERMIT INDICATING COMPLIANCE
 WITH THE BUFFER REQUIREMENTS OF ZLDR SEC. 94-443.
  
 2. THIS REVIEW DOES NOT INCLUDE SIGNAGE. A SEPARATE
 PERMIT WILL BE REQUIRED FOR SIGNAGE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
2014-02-10 16:20:042/10/14


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