Plan Review Details - Permit 15100991
Plan Review Stops For Permit 15100991
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-10-13 Cont ID  
Sent By jwitmer Date 2016-10-13 Time 14:15 Rev Time 0.00
Received By jwitmer Date 2016-10-13 Time 10:22 Sent To  
Notes
2016-10-13 14:15:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100991/ WAWA CONVENIENCE STORE
 ADD: 1520 BELVEDERE RD.
 CONT: ICONSTRUCTORS, LLC
 TEL: 813-287-9000
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 4TH REVIEW
 DATE: THURS. OCT. 13/ 2016
 ACTION: BUILDING PROVISO
  
 1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT
 APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR
 WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER
 7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST
 PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM
 BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC
 PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE
 ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION
 COST.
 2) COMPLIED. THE FRONT COVER SHEET LIST 6 PRODUCT
 APPROVALS SUBMITTED:
 2.1) ATAS DUTCH METAL ROOFING FL 3556R-5
 2.2) KAWNEER WINDOW NOA 14-02130.18
 2.3) KAWNEER DOOR NOA 14-0602.02
 2.4) JAMES HARDI NOA 15-0122.03
 2.5) BORAL STONE FL 1504.7 / 100378.05 R-3
 2.6) BASF PERMALATH 1000 GLASS FIBER LATH ERS-2429
  
 3) BUILDING PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.3.4.2 DEFERRED SUBMITTALS.2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 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. METAL EXTERIOR DOORS
 (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP
 INSULATION, ASSEMBLIES FOR FLAT ROOF, ROOF TOP
 EXHAUST FANS
 (E) SHUTTERS- BAHAMA SHUTTERS
 (G) PRE-ENGINEERED ROOF TOP A/C STANDS
 (H) ROOF TOP LADDER( SHOP DRAWINGS)
  
 4)PROVISO: 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED
 BY DCA RULE 9N-3SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2016-08-26 Cont ID  
Sent By jwitmer Date 2016-08-26 Time 17:11 Rev Time 0.00
Received By jwitmer Date 2016-08-26 Time 14:31 Sent To  
Notes
2016-08-26 17:01:01BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE
 ADD: 1520 BELVEDERE RD.
 CONT: TBD( TO BE DETERMINED) NOT REGISTERED
 TEL: 407-661-9100 X2462
 E-MAIL: [email protected]
  
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 4TH REVIEW
 DATE: FRI. AUGUST 26/2016
 ACTION: DENIED
  
 IMPORTANT!!!!!! PLEASE NOTE THIS LAST SUBMITTAL THE
 PERMIT RUNNER DID NOT LET THE PERMIT TECH KNOW THERE
 WERE PERMIT APPLICATIONS FROM THE CONTRACTOR IN THE
 PACKAGE. WE CAN NOT PROCESS THE APPLICATIONS SINCE
 THERE WERE NONE OF THE REQUIRED DOCUMENTS TO REGISTER
 THE CONTRACTOR, THE REQUIRED DOCUMENTS ARE:
 A) A CURRENT STATE LICENSE FOR THE QUALIFIER
 B) A CURRENT BUSINESS TAX LICENSE/ OCCUPATIONAL LICENSE
 FOR THEIR OFFICE
 C) CURRENT GENERAL LIABILITY
 D) CURRENT WORKERS COMP
  
 GENERAL LIBILITY & CORKERS COMP CERTIFICATE TO BE MADE
 OUT TO THE:
 CITY OF WEST PALM BEACH
 401 CLEMATIS ST
 WEST PALM BEACH, F 33401L
  
  
  
 1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT
 APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR
 WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER
 7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST
 PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM
 BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC
 PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE
 ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION
 COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 2) 4TH REQUEST. IMPORTANT!!!!!!!!!! NOTE 3 SET OF PAPER
 PLANS ARE REQUIRED. NOTE ONLY 2 SETS OF PLAN ARE
 SUBMITTED. ALL OTHER DOCUMENTS HAVE 3 SETS.
  
  
 6) COMPLIED. THE FRONT COVER SHEET LIST 6 PRODUCT
 APPROVALS SUBMITTED:
 1) ATAS DUTCH METAL ROOFING FL 3556R-5
 2) KAWNEER WINDOW NOA 14-02130.18
 3) KAWNEER DOOR NOA 14-0602.02
 4) JAMES HARDI NOA 15-0122.03
 5) BORAL STONE FL 1504.7 / 100378.05 R-3
 6) BASF PERMALATH 1000 GLASS FIBER LATH ERS-2429
  
 7A) BUILDING PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 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. METAL EXTERIOR DOORS
 (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP
 INSULATION, ASSEMBLIES FOR FLAT ROOF, ROOF TOP
 EXHAUST FANS
 (E) SHUTTERS- BAHAMA SHUTTERS
 (G) PRE-ENGINEERED ROOF TOP A/C STANDS
 (H) ROOF TOP LADDER( SHOP DRAWINGS)
  
 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-05-14 Cont ID  
Sent By jwitmer Date 2016-05-14 Time 15:01 Rev Time 0.00
Received By jwitmer Date 2016-05-14 Time 13:31 Sent To  
Notes
2016-05-14 15:00:35BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE
 ADD: 1520 BELVEDERE RD.
 CONT: TBD( TO BE DETERMINED)
 TEL: 407-661-9100 X2462
 E-MAIL: [email protected]
  
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: SAT. MAY 15/2016
 ACTION: DENIED
  
 1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT
 APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR
 WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER
 7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST
 PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM
 BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC
 PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE
 ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION
 COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 2) COMPLIED. SITE PLAN SUBMITTED.
  
 3) SEMI-COMPLIED. SUBMITTED SOILS REPORT FOR A
 QUESTIONABLE SOIL ZONE .
 SEE COMMENTS FROM 2ND REVIEW ON VARYING DEPTHS OF
 SUSPECTED BURIED DEBRIS.
  
 3A) 3RD. THE STRUCTURAL ENGINEER OF RECORD PLEASE
 RESPOND WHAT STEPS ARE GOING TO BE UNDERTAKEN TO MAKE
 THIS SITE A FOR A STABLE FOUNDATION AND BUILDABLE FOR
 THIS TYPE OF STRUCTURE.
 THE RESPONSE LETTER COMES FROM MOLLI LINDSEY NOT THE
 STRUCTURAL ENGINEER OF RECORD. PLEASE ALLOW THE
 STRUCTURAL ENGINEER TO WRITE THEIR OWN RESPONSE.
  
 3B) THE PERMITTING COORDINATOR INDICATES THIS IS NOT IN
 THE SCOPE OF THEIR WORK. PLEASE NOTE THE AMOUNT OF
 DEBRIS TO BE REMOVED AND THE FILL TO BE BROUGHT BACK IN
 WILL ALSO BE REVIEWED BY THE ENGINEER OF RECORD SINCE
 THERE IS A CLOSENESS OF THE TANKS TO THE CANOPY
 FOUNDATION, IF SHEET PILING ARE GOING TO BE USED AS
 WELL AS IN WHAT ORDER OF WORK WILL THE UNDERGROUND
 TANKS BE INSTALLED 1ST.
  
  
 COMMENT FROM 1ST REVIEW. 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION. 107.3.5.1.1 MINIMUM
 PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS. (8.)
 STRUCTURAL REQUIREMENTS SHALL INCLUDE: SOIL
 CONDITIONS/ANALYSIS
 2014 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.
  
 4) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR. 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: 7.)
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION STEEL STRUCTURE WHERE EITHER
 STEEL IS WELDED OR BOLTED TOGETHER.
  
 4A) 3RD REQUEST. RESIDENT INSPECTOR FORMS MUST BE
 SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE
 BUILDING DEPARTMENT. FORMS WERE SENT TO:
 1) [email protected] MON. NOV. 23/2015 @ 08:14 AM.
 2) MOLLIL@C-P,COM SUN. FEB. 21/ 2016 @ 07:54 AM.
  
 4B) 3RD REQUEST. FOR THE RESIDENT INSPECTOR PLEASE
 PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
 PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL
 CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL
 OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE
 RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED.
 UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED
 FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
  
 4C) 3RD REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 4D) 3RD REQUEST. NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. NOTE ONLY 2 SETS OF SOILS
 REPORTS, PRODUCT APPROVALS, LENNOX ROOF TOP CLIP
 CALCULATIONS AND ENERGY CALCULATIONS SUBMITTED.
  
 4E) INFORMATIONAL. PLEASE CALL THE CITY OF WEST PALM
 BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS.
  
 5) COMPLIED. SUBMITTAL: ROOF CURB CLIP CALCULATIONS BY
 THOMAS RETSECK P. E. FL. # 46462
  
 6) COMPLIED. THE FRONT COVER SHEET LIST 6 PRODUCT
 APPROVALS SUBMITTED:
 1) ATAS DUTCH METAL ROOFING FL 3556R-5
 2) KAWNEER WINDOW NOA 14-02130.18
 3) KAWNEER DOOR NOA 14-0602.02
 4) JAMES HARDI NOA 15-0122.03
 5) BORAL STONE FL 1504.7 / 100378.05 R-3
 6) BASF PERMALATH 1000 GLASS FIBER LATH ERS-2429
  
 7A) BUILDING PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
  
  
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 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. METAL EXTERIOR DOORS
 (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP
 INSULATION, ASSEMBLIES FOR FLAT ROOF, ROOF TOP
 EXHAUST FANS
 (E) SHUTTERS- BAHAMA SHUTTERS
 (G) PRE-ENGINEERED ROOF TOP A/C STANDS
 (H) ROOF TOP LADDER( SHOP DRAWINGS)
  
 7B)PROVISO: 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8-9) COMPLIED
  
 10) NEW COMMENT BASED ON THE RESPONSE. PLEASE PROVIDE A
 COPY OF THE TEST REPORT WALK IN FREEZER PANELS
 CLASSIFIED IN ACCORDANCE WITH UL 1715 TO DOCUMENT NO
 FIRE SPRINKLERS REQUIRED. THANK YOU.
 COMMENT FROM 2ND REVIEW. THE FLOOR PLAN SHEET A1 SHOWS
 THIS A BUILDING TYPE VB NON-SPRINKLERED BUILDING. SHOWS
 VARIOUS WALK IN COOLERS AND FREEZERS. PLEASE NOTE THEY
 WILL REQUIRE A SEPARATE PERMIT. THE ISSUE IS THIS IS A
 NON-SPRINKLERED BUILDING. PLEASE REVIEW THE 2014 FBC-B
 2603.4.1.2 (4)COOLERS AND FREEZER WALLS.
 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 903.3.1.1. WHERE THE COOLER OR
 FREEZER IS WITHIN A BUILDING, BOTH THE COOLER OR
 FREEZER AND THAT PART OF THE BUILDING IN WHICH IT IS
 LOCATED SHALL BE SPRINKLERED.
  
 THE EXCEPTION TO THIS IS FOUND UNDER SECTION 2603.4.1.3
 WALK-IN COOLERS. IN NON-SPRINKLERED BUILDINGS, FOAM
 PLASTIC HAVING A THICKNESS THAT DOES NOT EXCEED 4
 INCHES (102 MM) AND A MAXIMUM FLAME SPREAD INDEX OF 75
 IS PERMITTED IN WALK-IN COOLERS OR FREEZER UNITS WHERE
 THE AGGREGATE FLOOR AREA DOES NOT EXCEED 400 SQUARE
 FEET (37 M2) AND THE FOAM PLASTIC IS COVERED BY A METAL
 FACING NOT LESS THAN 0.032-INCH-THICK (0.81 MM)
 ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A MINIMUM
 BASE METAL THICKNESS OF 0.016 INCH (0.41 MM). A
 THICKNESS OF UP TO 10 INCHES (254 MM) IS PERMITTED
 WHERE PROTECTED BY A THERMAL BARRIER.
  
 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) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-02-21 Cont ID  
Sent By jwitmer Date 2016-02-21 Time 09:45 Rev Time 0.00
Received By jwitmer Date 2016-02-19 Time 11:59 Sent To  
Notes
2016-02-21 09:45:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE
 ADD: 1520 BELVEDERE RD.
 CONT: TBD( TO BE DETERMINED)
 TEL: 407-661-9100 X2462
 E-MAIL: [email protected]
  
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: SUNS. FEB. 21/2015
 ACTION: DENIED
  
 1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT
 APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR
 WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER
 7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST
 PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM
 BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC
 PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE
 ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION
 COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 2) COMPLIED. SITE PLAN SUBMITTED
  
 3) SEMI-COMPLIED. SUBMITTED SOILS REPORT FOR A
 QUESTIONABLE SOIL ZONE .
  
 THE STRUCTURAL ENGINEER OF RECORD IT APPEARS HAS NOT
 SEEN THE SOILS REPORT WHICH REFERENCES THERE BEING A
 WASTE LANDFILL THICKNESS VARYING UP TO 23 FEET THICK
 WITH AN AVERAGE THICKNESS OF 10 FEET IN THICKNESS. THE
 STRUCTURAL SHEET S1 NOTE A INDICATES NO SOILS REPORT
 PROVIDED. PAGE 3 OF THE REPORT INDICATES USING A ERI
 TRANSECT FIGURE -1 SHOWS THE ESTIMATED THICKNESS OF THE
 SUSPECTED BURIED DEBRIS ON THE ERI TRANSECTS IN PLAN
 VIEW IN 5 FT. INCREMENTS FROM PURPLE (THINNEST AT 0
 FEET BLS) TO RED (THICKEST AT OVER 40 FEET BLS).
 THE ERI TRANSECT SCANS A1-A4 SHOW THAT THE A-1 SCAN HAS
 THE MOST SIGNIFICANT POTENTIAL FOR SETTLEMENT.
  
 THIS AREA IS ALSO IN A QUESTIONABLE SOILS ZONE SINCE
 THERE HAS BEEN MUCK FOUND ALONG THE CANAL JUST EAST OF
 THE SITE. THE SOILS TESTING BORING LOGS SHOW THE
 BORINGS HAVE ONLY WENT DOWN TEN FEET.
  
 THE SOILS REPORT ALSO INDICATES THE LOT ELEVATION IS
 APPROXIMATELY 15 TO 20 FEET ABOVE THE STREET GRADE
 ELEVATION AND THIS LAYER OF SOILS WOULD NEED TO BE
 REMOVED FROM THE SITE TO OBTAIN A WORKING GRADE FOR THE
 SITE. DEPENDING ON THE TYPE OF SOILS STABELIZATION A
 SOILS ENGINEER MAY BE REQUIRED ON SITE ONCE THE TYPE OF
 SOILS STABELIZATION IS KNOWN.
  
 3A) THE STRUCTURAL ENGINEER OF RECORD PLEASE RESPOND
 WHAT STEPS ARE GOING TO BE UNDERTAKEN TO MAKE THIS SITE
 A FOR A STABLE FOUNDATION AND BUILDABLE FOR THIS TYPE
 OF STRUCTURE.
  
 3B) PLEASE ALSO PROVIDE DETAILED INFORMATION WHAT STEPS
 WILL ALSO NEED TO STABILIZE THE SOILS AND TO SECURE THE
 UNDERGROUND FUEL TANKS AND KEEP THEM SAFE FROM MOVEMENT
 AND SETTLEMENT, ONCE THE TANKS ARE FULL. WILL A
 DEWATERING PLAN BE SUBMITTED FOR THE INSTALATION OF THE
 UNDERGROUND FUEL TANKS?
  
 COMMENT FROM 1ST REVIEW. 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION. 107.3.5.1.1 MINIMUM
 PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
 (8.) STRUCTURAL REQUIREMENTS SHALL INCLUDE: SOIL
 CONDITIONS/ANALYSIS
 2014 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.
  
 4) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR. 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: 7.)
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION STEEL STRUCTURE WHERE EITHER
 STEEL IS WELDED OR BOLTED TOGETHER.
  
 4A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE SENT TO:
 1) [email protected] MON. NOV. 23/2015 @ 08:14 AM.
 2) MOLLIL@C-P,COM SUN. FEB. 21/ 2016 @ 07:54 AM.
  
 4B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 4C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 4D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 4E) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 5) COMPLIED. SUBMITTAL: ROOF CURB CLIP CALCULATIONS BY
 THOMAS RETSECK P. E. FL. # 46462
  
 6) COMPLIED. THE FRONT COVER SHEET LIST 6 PRODUCT
 APPROVALS SUBMITTED:
 1) ATAS DUTCH METAL ROOFING FL 3556R-5
 2) KAWNEER WINDOW NOA 14-02130.18
 3) KAWNEER DOOR NOA 14-0602.02
 4) JAMES HARDI NOA 15-0122.03
 5) BORAL STONE FL 1504.7 / 100378.05 R-3
 6) BASF PERMALATH 1000 GLASS FIBER LATH ERS-2429
  
  
  
  
  
 7A) BUILDING PROVISO: DEFERRED SUBMITTALS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
  
  
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 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. METAL EXTERIOR DOORS
 (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP
 INSULATION, ASSEMBLIES FOR FLAT ROOF, ROOF TOP
 EXHAUST FANS
 (E) SHUTTERS- BAHAMA SHUTTERS
 (G) PRE-ENGINEERED ROOF TOP A/C STANDS
 (H) ROOF TOP LADDER( SHOP DRAWINGS)
  
 7B)PROVISO: 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8-9) COMPLIED
  
 10) THE FLOOR PLAN SHEET A1 SHOWS THIS A BUILDING TYPE
 VB NON-SPRINKLERED BUILDING. SHOWS VARIOUS WALK IN
 COOLERS AND FREEZERS. PLEASE NOTE THEY WILL REQUIRE A
 SEPARATE PERMIT. THE ISSUE IS THIS IS A NON-SPRINKLERED
 BUILDING. PLEASE REVIEW THE 2014 FBC-B 2603.4.1.2
 (4)COOLERS AND FREEZER WALLS.
 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 903.3.1.1. WHERE THE COOLER OR
 FREEZER IS WITHIN A BUILDING, BOTH THE COOLER OR
 FREEZER AND THAT PART OF THE BUILDING IN WHICH IT IS
 LOCATED SHALL BE SPRINKLERED.
  
 THE EXCEPTION TO THIS IS FOUND UNDER SECTION 2603.4.1.3
 WALK-IN COOLERS. IN NONSPRINKLERED BUILDINGS, FOAM
 PLASTIC HAVING A THICKNESS THAT DOES NOT EXCEED 4
 INCHES (102 MM) AND A MAXIMUM FLAME SPREAD INDEX OF 75
 IS PERMITTED IN WALK-IN COOLERS OR FREEZER UNITS WHERE
 THE AGGREGATE FLOOR AREA DOES NOT EXCEED 400 SQUARE
 FEET (37 M2) AND THE FOAM PLASTIC IS COVERED BY A METAL
 FACING NOT LESS THAN 0.032-INCH-THICK (0.81 MM)
 ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A MINIMUM
 BASE METAL THICKNESS OF 0.016 INCH (0.41 MM). A
 THICKNESS OF UP TO 10 INCHES (254 MM) IS PERMITTED
 WHERE PROTECTED BY A THERMAL BARRIER.
  
 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) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-11-23 Cont ID  
Sent By jwitmer Date 2015-11-23 Time 13:50 Rev Time  
Received By jwitmer Date 2015-11-23 Time 06:45 Sent To  
Notes
2015-11-23 13:50:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE
 ADD: 1520 BELVEDERE RD.
 CONT: TBD( TO BE DETERMINED)
 TEL: 407-661-9100 X2462
 E-MAIL: [email protected]
  
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. NOV. 23/2015
 ACTION: DENIED
  
 1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $500,000. PER CITY OF WEST PALM BEACH
 ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE
 OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 2) MISSING FROM PLANS SITE PLAN. 2014 FLORIDA BUILDING
 CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION. 107.2.5 SITE
 PLAN. / 107.3.5.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS.
 (1.) SITE REQUIREMENTS:
 PARKING
 FIRE ACCESS
 VEHICLE LOADING
 DRIVING/TURNING RADIUS
 FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV)
 SET BACK/SEPARATION (ASSUMED PROPERTY LINES)
 LOCATION OF SPECIFIC TANKS, WATER LINES AND SEWER LINES
 FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD
 ELEVATIONS
  
 3) MISSING FROM PLAN REVIEW SOILS REPORT THE AREA IS IN
 A QUESTIONABLE SOIL ZONE . 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION. 107.3.5.1.1 MINIMUM
 PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
 (8.) STRUCTURAL REQUIREMENTS SHALL INCLUDE: SOIL
 CONDITIONS/ANALYSIS
 2014 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.
  
 4) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR. 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: 7.)
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION STEEL STRUCTURE WHERE EITHER
 STEEL IS WELDED OR BOLTED TOGETHER.
  
 4A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE SENT TO: : [email protected] MON.
 NOV. 23/2015 @ 08:14 AM.
  
 4B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT: KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 4C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
 4D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 4E) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 5) SUBMITTAL: ROOF CURB CLIP CALCULATIONS BY THOMAS
 RETSECK P. E. FL. # 46462
 5A) THE SUBMITTALS FOR ROOF CURB CLIP CALCULATIONS BY
 THOMAS RETSECK P. E. FL. # 46462 ARE COPIES, NOT
 ORIGINALLY SIGNED & SEALED. 61G15-23.002(2) FL. ADMIN.
 CODE.
  
 5B) THE SUBMITTALS FOR ROOF CURB CLIP CALCULATIONS BY
 THOMAS RETSECK P. E. FL. # 46462 HAVE NUMBERED SHEETS
 WITHIN THIS REPORT THAT APPEAR TO BE PULLED FROM MORE
 THAN DOCUMENT. THE PAGE NUMBERS ARE FROM WHAT APPEARS
 DIFFERENT DOCUMENTS. NOT ALL SHEETS ARE SIGNED NOR
 SEALED NOR IS THERE AN INDEX ON THE COVER SHEET
 INDICATING HOW MANY SHEETS ARE WITHIN THE SIGNED AND
 SEALED DOCUMENT. THE INDEX SHEET IS NOT SIGNED NOR
 SEALED. 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET
 OR INDEX SHEET.
  
 5C) THE SUBMITTALS FOR ROOF CURB CLIP CALCULATIONS BY
 THOMAS RETSECK P. E. FL. # 46462 INDICATES THIS DESIGN
 WAS UNDER THE 2010 FBC-B . LABELED SHEET 2 INDICATES
 CALCULATIONS PER THE 2010 FLORIDA BUILDING CODE AND
 REFERENCES WIND FORCES PER 1609 VW= 170 MPH. UNDER THE
 2010 FBC-B WE WERE UNDER A 140 MPH WIND ZONE VASD, 3
 SECOND GUST. NOT THE 170 VULT AS THE CURRENT 2014
 FBC-B, PLEASE CORRECT CODE ANALYSIS AND CALCULATIONS.
  
 6) THE FRONT COVER SHEET LIST 6 PRODUCT APPROVALS TO BE
 INSTALLED AT THIS JOBSITE LOCATION. PLEASE NOTE TO
 SUBMIT THE FLORIDA APPROVAL NUMBER WITH THE REPORTS.
 THE DUTCH SEAM METAL ROOFING REPORT DOES NOT SHOW UP ON
 THE FLORIDA PRODUCT APPROVAL WEBSITE. IF THERE IS NO
 FLORIDA APPROVAL YOU WILL NEED TO SUBMIT FOR EITHER A
 LOCAL APPROVAL OR FOR A SITE SPECIFIC APPROVAL. FLORIDA
 APPROVALS DO NOT START WITH MRD. THEY HAVE A FL NUMBER.
  
 SECTION 1707 ALTERNATIVE TEST PROCEDURE
 1707.1 GENERAL. IN THE ABSENCE OF APPROVED RULES OR
 OTHER APPROVED STANDARDS, THE BUILDING OFFICIAL SHALL
 MAKE, OR CAUSE TO BE MADE, THE NECESSARY TESTS AND
 INVESTIGATIONS; OR THE BUILDING OFFICIAL SHALL ACCEPT
 DULY AUTHENTICATED REPORTS FROM APPROVED AGENCIES IN
 RESPECT TO THE QUALITY AND MANNER OF USE OF NEW
 MATERIALS OR ASSEMBLIES AS PROVIDED FOR IN SECTION
 104.11. THE COST OF ALL TESTS AND OTHER INVESTIGATIONS
 REQUIRED UNDER THE PROVISIONS OF THIS CODE SHALL BE
 BORNE BY THE APPLICANT.
  
 7A) BELOW IS A LIST OF COMPONENTS AND CLADDING FOR
 PRODUCT APPROVALS THAT CAN BE SUBMITTED NOW OR MAY BE
 CONSIDERED A DEFERRED SUBMITTAL (107.3.4.2.) 2010 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP
 INSULATION, ASSEMBLIES FOR FLAT & SLOPED, ROOF TOP
 CURBS, ROOF TOP INTAKE & EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 7B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 7C) PRODUCT APPROVALS DOORS, WINDOWS AND MULLIONS,
 PLEASE CIRCLE TO IDENTIFY WIDTH, HEIGHT, OF GLAZING.
 MULLIONS SIZE OF MULLION, LENGTH OF MULLION, IF
 RE-ENFORCED OR NOT, CIRCLE THE ASSOCIATED PRESSURES
 WITH THE TRIBUTARY AREA, AND THE FASTENERS TO BE
 INSTALLED.
  
 7D) NO FLAT ROOF PRODUCT APPROVAL, ROOF TOP CURBS, ROOF
 TOP INTAKE & EXHAUST FANS NOR PRE-ENGINEERED A/C STANDS
 WERE SUBMITTED.
  
 8) SHEET S-1 THE NEGATIVE PRESSURES FOR OPENINGS IN
 WALL ZONES 4 & 5 BOTH APPEAR TO BE A LITTLE LOW FOR
 130.1 VASD WITH A MEAN ROOF HEIGHT OF 17.83. 2014 FBC-B
 1603.1.4(5) WIND DESIGN DATA.
  
 9) SHEET A3 SHOWS A ROOF TOP MASTER BUILT CONDENSING
 UNIT DETAIL 6/ A3 SHOWS A CUT SECTION THROUGH THE
 RAISED EQUIPMENT CURB. THE STRUCTURAL SHEET S-4.1 SHOWS
 THE UNIT AND DETAILS 22 & 23 OF THE SAME S-4.1.
  
 9A) DETAIL # 23 SHOWS (3) CONTINUOUS 2X6 PT PLATES
 BEING ANCHORED TO THE B-DECK WITH # 10 TEK SCREWS @ 12
 INCHES ON CENTER MAXIMUM. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. THE PLAN DOES NOT STATE THE
 LENGTH OF THE TEK SCREWS? THE MAXIMUM OF 12 INCHES ON
 CENTER, DOES THIS MEAN 3 SCREWS ARE PUT IN EVERY 12
 INCHES ON CENTER? THE PLANS DO NOT CLEARLY INDICATE
 DOES THE TEK SCREWS ONLY GO THROUGH THE B DECK OR ARE
 THEY REQUIRED TO PENETRATE THE STEEL ANGLE THAT IS PART
 OF THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM).
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 9B) SAME DETAIL, THE (3) HORIZONTAL 2X6 PT BOTTOM PLATE
 SHOWS (3) 2X12 VERTICAL PT MEMBERS BEING ATTACHED TO
 THE TOP 2X6 PT MEMBER WITH # 10 WOOD SCREWS 12 INCHES
 ON CENTER. AGAIN THERE IS NO LENGTH OF THE SCREW? ).
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 9C) SAME DETAIL SHOWS A ? INCH PLYWOOD WOOD DECK
 ATTACHED WITH # 10 WOOD SCREWS MAXIMUM 12 INCHES ON
 CENTER. AGAIN THERE IS NO DIMENSION AS TO LENGTH. THERE
 ARE NO STRAPS TYING THE BOTTOM PLATE TO THE TOP. THERE
 IS ALSO NO DETAIL OF HOW THE MASTER BUILT CONDENSING
 UNIT WILL BE ANCHORED TO THE RAISED CURB. 2014 FBC- M-
 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,
 APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL
 BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
 10) 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.
  
  
 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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 CANNOT 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
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-02-26 Cont ID  
Sent By albarran Date 2016-02-26 Time 12:30 Rev Time 0.00
Received By albarran Date 2016-02-26 Time 10:29 Sent To  
Notes
2016-02-26 12:34:05ALL PREVIOUSLY MENTIONED DEFICIENCIES HAVE BEEN
 SATISFACTORILY ADDRESSED. AT FIRST I HAD QUESTIONS
 ABOUT THE FIRST COMMENT DEALING WITH LIGHTING CONTROL
 FOR THE ILLUMINATION WITHIN THE TRASH COMPOUND, BUT
 AFTER DISCUSSING THE MATTER WITH THE DESIGN
 PROFESSIONAL, THEIR INTENT IS FOR THE AREA TO REMAIN
 LIT WHILE THE STORE IS OPEN DURING THE NIGHT TIME FOR
 SECURITY PURPOSES.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-12-29 Cont ID  
Sent By malbarra Date 2015-12-29 Time 15:02 Rev Time 0.00
Received By albarran Date 2015-12-29 Time 09:08 Sent To POLICE
Notes
2015-12-29 15:06:38THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF
 THE NEC, (NATIONAL ELECTRICAL CODE) AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
 1. THERE DOES NOT APPEAR TO BE LIGHTING CONTROL FOR THE
 TRASH COMPOUND LIGHTING. MANDATORY LIGHTING CONTROLS AS
 REQUIRED BY FBC-E.
 2. ON SEVERAL OCCASIONS YOU REFER TO THE CIVIL DRAWING
 FOR REFERENCE. I WAS UNABLE TO LOCATE THE REFERENCED
 CIVIL DRAWING. YOU SHALL PROVIDE A SITE PLAN INDICATING
 THE LOCATION OF THE TRASH COMPOUND AND CANOPY WITH
 RELATION TO THE RETAIL BLDG. THIS WILL ALLOW FOR THE
 PROPER PLACEMENT OF THE EMERGENCY SHUT OFF REQUIRED BY
 NEC 514.11.
 3. THE GENERAL NOTES ON SHEET E1 REFER TO THE 2008
 EDITION OF THE NEC WHEN THE EDITION IN FORCE FOR THIS
 PROJECT IS THE 2011. CORRECT THE NOTE ACCORDINGLY.
 4. NEC 600.5 REQUIRED BRANCH CIRCUIT. EACH COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE 20 AMP
 DEDICATED OUTLET IN AN ACCESSIBLE LOCATION AT EACH
 ENTRANCE TO EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING. SERVICE HALLWAYS OR CORRIDORS SHALL NOT BE
 CONSIDERED ACCESSIBLE TO PEDESTRIANS. REVISE YOUR PLANS
 TO INCLUDE THE REQUIRED SIGN OUTLETS.
 5. NEC 210.62 SHOW WINDOWS. AT LEAST ONE RECEPTACLE
 OUTLET SHALL BE INSTALLED WITHIN 18? OF THE TOP OF A
 SHOW WINDOW FOR EVERY 12 LINEAR FT. OR MAJOR PORTION
 THEREOF AREA MEASURED HORIZONTALLY. THOUGH YOU DO
 INDICATE SHOW WINDOW OUTLETS, THE PLACEMENT AND
 QUANTITIES DO NOT MEET THE MINIMUM CODE REQUIREMENTS.
 6. NEC 210.8(B) GROUND FAULT CIRCUIT-INTERRUPTER
 PROTECTION REQUIRED FOR ALL ROOFTOP OUTLETS. THE
 OUTLETS SHOWN DO NOT COMPLY, REVISE PLANS ACCORDINGLY.
 7. NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 ?WR?.
 8. NEC 210.63 HVAC EQUIPMENT SERVICE OUTLETS. A 125
 VOLT, SINGLE-PHASE, 15 OR 20 AMPERE-RATED RECEPTACLE
 OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR
 THE SERVICING OF HVAC EQUIPMENT. THE RECEPTACLE SHALL
 BE LOCATED WITHIN 25 FT. OF THE EQUIPMENT. ADDITIONAL
 ROOFTOP OUTLETS ARE REQUIRED TO COMPLY.
 9. ALL SHOW WINDOW AND SIGN OUTLETS SHALL BE CONNECTED
 VIA THE LIGHTING CONTACTOR FOR COMPLIANCE WITH FBC-E.
 10. NEC 760.41(B) THE BRANCH CIRCUIT SUPPLYING FIRE
 ALARM EQUIPMENT SHALL SUPPLY NO OTHER LOADS AND BE
 PERMANENTLY MARKED IN RED AND IDENTIFIED AS: "FIRE
 ALARM CIRCUIT? AND BE ACCESSIBLE ONLY TO QUALIFIED
 PERSONNEL. CIRCUIT 12 OF RPU, FIRE ALARM CIRCUIT SHALL
 COMPLY.
 11. ALL BACKGROUND MUSIC SHALL BE AUTOMATICALLY MUTED
 IN THE EVENT OF A FIRE ALARM CONDITION.
 12. FIRE ALARM WORK SHALL BE CONDUCTED UNDER A SEPARATE
 PERMIT AND SUBMITTAL.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
 INSERT CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
2015-12-29 08:12:24ASSIGNED TO MALBARRAN
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2016-03-15 Cont ID  
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Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-12-29 Cont ID  
Sent By skennedy Date 2015-12-29 Time 08:12 Rev Time 0.00
Received By skennedy Date 2015-12-29 Time 08:12 Sent To  
Notes
2015-12-29 08:13:01PER MANNY GONZALEZ, WE HAVE BEEN WORKING WITH THE CIVIL
 ENGINEER, AS OF LAST WEEK THEY WHERE IN THE PROCESS OF
 REVISING PLANS TO ACCOMMODATE PBCOUNTY WATER AND SEWER
 CONNECTIONS. YOU MAY PLACE AN "F" UNTIL ENGINEERING
 RECEIVES REVISED PLANS.
 THANK YOU!
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-02-09 Cont ID  
Sent By pleduc Date 2016-02-09 Time   Rev Time 0.00
Received By pleduc Date 2016-02-09 Time 16:29 Sent To  
Notes
2016-02-09 16:49:43THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 THESE COMMENTS WERE PREVIOUSLY POSTED AS PROVISO AND
 REPOSTED FOR THIS REVIEW.
  
 1. THE EXTERIOR EMERGENCY SHUT-OFF IS LOCATED IN AN
 AREA THAT IS BLOCKED BY TABLES AND CHAIRS. THE SHUT-OFF
 SHALL BE MOVED TO A MORE VISABLE AND ACCESSIBLE AREA
 PER NFPA 30A, CHAPTER 6,
  
 6.7 EMERGENCY ELECTRICAL DISCONNECTS. FUEL DISPENSING
 SYSTEMS SHALL BE PROVIDED WITH ONE OR MORE CLEARLY
 IDENTIFIED EMERGENCY SHUTOFF DEVICES OR ELECTRICAL
 DISCONNECTS. SUCH DEVICES OR DISCONNECTS SHALL BE
 INSTALLED IN APPROVED LOCATIONS
 BUT NOT LESS THAN 6 M (20 FT) OR MORE THAN 30 M (100
 FT) FROM THE FUEL DISPENSING DEVICES THAT THEY SERVE.
 EMERGENCY SHUTOFF DEVICES OR ELECTRICAL DISCONNECTS
 SHALL DISCONNECT POWER TO ALL DISPENSING DEVICES; TO
 ALL REMOTE PUMPS SERVING THE DISPENSING DEVICES; TO ALL
 ASSOCIATED POWER, CONTROL, AND SIGNAL CIRCUITS; AND TO
 ALL OTHER ELECTRICAL EQUIPMENT IN THE HAZARDOUS
 (CLASSIFIED) LOCATIONS SURROUNDING THE FUEL DISPENSING
 DEVICES. WHEN MORE THAN ONE EMERGENCY SHUTOFF DEVICE OR
 ELECTRICAL DISCONNECT IS PROVIDED, ALL DEVICES SHALL BE
 INTERCONNECTED.RESETTING FROM AN EMERGENCY SHUTOFF
 CONDITION SHALL REQUIRE MANUAL INTERVENTION AND THE
 MANNER OF RESETTING SHALL BE APPROVED BY THE AUTHORITY
 HAVING JURISDICTION.
 EXCEPTION: INTRINSICALLY SAFE ELECTRICAL EQUIPMENT NEED
 NOT MEET THIS REQUIREMENT.
  
 6.7.1 AT ATTENDED MOTOR FUEL DISPENSING FACILITIES, THE
 DEVICES OR DISCONNECTS SHALL BE READILY ACCESSIBLE TO
 THE ATTENDANT.
  
 6.7.2 AT UNATTENDED MOTOR FUEL DISPENSING FACILITIES,
 THE DEVICES OR DISCONNECTS SHALL BE READILY ACCESSIBLE
 TO PATRONS AND AT LEAST ONE ADDITIONAL DEVICE OR
 DISCONNECT SHALL BE READILY ACCESSIBLE TO EACH GROUP OF
 DISPENSING DEVICES ON AN INDIVIDUAL ISLAND.
  
 2. SHEET A 4 - PER FLORIDA 69A-60.0081; NOTICE SIGNAGE
 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 A MALTESE CROSS SIGN MEASURING 8 INCHES
 HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 THIS STRUCTURE REQUIRES A "R" SIGN.
  
 3. SHEET A 1 - THE LOCKS ON DOORS V1 AND V2 SHALL
 COMPLY WITH NFPA 101 CHAPTER 7 - A THUMB TURN LOCK IS
 NOT PERMITTED ON THE MAIN ENTRY DOOR(S). IN LIEU OF
 PANIC HARDWARE, THE MAIN ENTRY IS PERMITTED TO BE
 EQUIPPED WITH A KEYED LOCK WITH LOCK/UNLOCK INDICATOR
 WINDOW AND SIGNAGE STATING THE DOOR IS TO REMAIN
 UNLOCKED DURING BUSINESS HOURS. NO OTHER LOCKING OR
 LATCHING MECHANISMS ARE PERMITTED.
  
 7.2.1.5.5.1 EXTERIOR DOOR ASSEMBLIES SHALL BE PERMITTED
 TO HAVE KEY-OPERATED LOCKS FROM THE EGRESS SIDE,
 PROVIDED THAT ALL OF THE FOLLOWING CRITERIA ARE MET.
 (1) THIS ALTERNATIVE IS PERMITTED IN CHAPTERS 11
 THROUGH 43 FOR THE SPECIFIC OCCUPANCY. ( IT IS
 PERMITTED UNDER CHAPTER 38, NEWBUSINESS OCCUPANCY, FOR
 PRINCIPAL ENTRANCE EXIT DOORS.)
 (2) A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS
 THAN 1 IN. HIGH ON A CONTRASTING BACKGROUND THAT READS
 AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR LEAF.
 THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
 OCCUPIED.
 (3) THE LOCKING DEVICE IS OF A TYPE THAT IS READILY
 DISTINGUISHABLE AS LOCKED.
 (4) A KEY IS IMMEDIATELY AVAILABLE TO ANY OCCUPANT
 INSIDE THE BUILDING WHEN IT IS LOCKED.
 SHOULD ALL OF THE ABOVE NOT BE POSSIBLE:
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS
 OCCUPIED.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR
 OPERATION FROM THE EGRESS SIDE.
 7.2.1.5.10 A LATCH OR OTHER FASTENING DEVICE ON A DOOR
 LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS
 AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY
 OPERATED UNDER ALL LIGHTING CONDITIONS.
 7.2.1.5.10.2 THE RELEASING MECHANISM SHALL OPEN THE
 DOOR LEAF WITH NOT MORE THAN ONE RELEASING OPERATION.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-11-19 Cont ID  
Sent By pleduc Date 2015-11-19 Time   Rev Time 0.00
Received By pleduc Date 2015-11-18 Time 11:02 Sent To  
Notes
2015-11-18 17:28:34THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 1. SHEET A 4 - PER FLORIDA 69A-60.0081; NOTICE SIGNAGE
 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 A MALTESE CROSS SIGN MEASURING 8 INCHES
 HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 THIS STRUCTURE REQUIRES A "R" SIGN.
  
 2. SHEET E 1 - THE INDICATED LOCATION OF THE OUTSIDE
 EMEGERNCY SHUT OFF SWITCH IS NOT APPROVED. THE AREA
 INDICATED IS NOT CLEARLY IDENTIFIED BEHIND SEATING AND
 TABLES AND NEXT TO A TRASH CAN. AN ALTENATIVE LOCATION
 SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE.
 PALCING IT NEXT TO THE FRONT DOORS IS RECOMMENDEDAND AS
 LONG AS IT IS NOT LESS THAN 20FT OR MORE THAN 100FT
 FROM THE FUEL DISPENSING DEVICES IT SERVES; NO
 DIMENSIONS ARE PROVIDED.
  
 3. SHEET E 9 - A CLASS A NFPA 72 COMPLIANT MONITORED
 FIRE ALARM SYSTEM IS REQUIRED FOR THIS STRUCTURE.
 SEPARATE SHOP DRAWINGS, ARE REQUIRED TO BE SUBMITTED,
 REVIEWED AND APPROVED BY THE FIRE PREVENTION BUREAU
 PRIOR TO ANY INSTALLATION.
  
 4. SHEET A 1 - THE LOCKS ON DOORS V1 AND V2 SHALL
 COMPLY WITH NFPA 101 CHAPTER 7 - A THUMB TURN LOCK IS
 NOT PERMITTED ON THE MAIN ENTRY DOOR(S). IN LIEU OF
 PANIC HARDWARE, THE MAIN ENTRY IS PERMITTED TO BE
 EQUIPPED WITH A KEYED LOCK WITH LOCK/UNLOCK INDICATOR
 WINDOW AND SIGNAGE STATING THE DOOR IS TO REMAIN
 UNLOCKED DURING BUSINESS HOURS. NO OTHER LOCKING OR
 LATCHING MECHANISMS ARE PERMITTED.
  
 7.2.1.5.5.1 EXTERIOR DOOR ASSEMBLIES SHALL BE PERMITTED
 TO HAVE KEY-OPERATED LOCKS FROM THE EGRESS SIDE,
 PROVIDED THAT ALL OF THE FOLLOWING CRITERIA ARE MET.
 (1) THIS ALTERNATIVE IS PERMITTED IN CHAPTERS 11
 THROUGH 43 FOR THE SPECIFIC OCCUPANCY. ( IT IS
 PERMITTED UNDER CHAPTER 38, NEWBUSINESS OCCUPANCY, FOR
 PRINCIPAL ENTRANCE EXIT DOORS.)
 (2) A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS
 THAN 1 IN. HIGH ON A CONTRASTING BACKGROUND THAT READS
 AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR LEAF.
 THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
 OCCUPIED.
 (3) THE LOCKING DEVICE IS OF A TYPE THAT IS READILY
 DISTINGUISHABLE AS LOCKED.
 (4) A KEY IS IMMEDIATELY AVAILABLE TO ANY OCCUPANT
 INSIDE THE BUILDING WHEN IT IS LOCKED.
 SHOULD ALL OF THE ABOVE NOT BE POSSIBLE:
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS
 OCCUPIED.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR
 OPERATION FROM THE EGRESS SIDE.
 7.2.1.5.10 A LATCH OR OTHER FASTENING DEVICE ON A DOOR
 LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS
 AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY
 OPERATED UNDER ALL LIGHTING CONDITIONS.
 7.2.1.5.10.2 THE RELEASING MECHANISM SHALL OPEN THE
 DOOR LEAF WITH NOT MORE THAN ONE RELEASING OPERATION.
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-10-13 Cont ID  
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Notes
2016-09-22 13:05:28C31
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-08-31 Cont ID  
Sent By cpuell Date 2016-08-31 Time 08:33 Rev Time 0.00
Received By cpuell Date 2016-08-12 Time 12:59 Sent To  
Notes
2016-08-12 13:00:03C35
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-05-14 Cont ID  
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Received By jwitmer Date 2016-04-14 Time 12:39 Sent To  
Notes
2016-04-15 12:39:51C35
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Rev No 2 Status N Date 2016-03-15 Cont ID  
Sent By skennedy Date 2016-03-15 Time 13:37 Rev Time 0.00
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Notes
2016-02-04 09:23:35C35
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-01-04 Cont ID  
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Received By skennedy Date 2015-10-28 Time 13:59 Sent To  
Notes
2015-10-28 13:59:38C39
 TRAVELLING WITH 15100992
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2016-10-13 Cont ID  
Sent By jwitmer Date 2016-10-13 Time 14:16 Rev Time 0.00
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Notes
2016-10-13 14:19:04PALM BEACH COUNTY IMPACT FEE OFFICE
 MU2016-22352
 6119 SQ. FT.
 CONVENINCE STORE
 $4,704.84
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2016-08-26 Cont ID  
Sent By jwitmer Date 2016-08-26 Time 16:38 Rev Time 0.00
Received By jwitmer Date 2016-08-26 Time 16:38 Sent To  
Notes
2016-08-26 16:39:13IMPACT FEES
 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]
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-02-21 Cont ID  
Sent By jwitmer Date 2016-02-21 Time 09:45 Rev Time 0.00
Received By jwitmer Date 2016-02-21 Time 09:45 Sent To  
Notes
2016-02-21 09:46:20BEFORE 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
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-11-23 Cont ID  
Sent By jwitmer Date 2015-11-23 Time 13:50 Rev Time 0.00
Received By jwitmer Date 2015-11-23 Time 06:53 Sent To  
Notes
2015-11-23 13:50:43IMPACT FEES
 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]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-04-28 Cont ID  
Sent By ccole Date 2016-04-25 Time 10:38 Rev Time 0.00
Received By ccole Date 2016-04-25 Time 10:37 Sent To  
Notes
2017-02-01 09:09:25MECHANICAL PROVISO:
  
 SEPARATE PERMIT AND PLANS REQUIRED FOR REFRIGERATION.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-02-22 Cont ID  
Sent By ccole Date 2016-02-22 Time 09:11 Rev Time 0.00
Received By ccole Date 2016-02-22 Time 09:11 Sent To  
Notes
2016-02-22 09:50:162ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15100991
 2/22/16
  
 1) THE SUBMITTED AC CALCULATIONS INDICATE THE PROJECT
 LOCATION AND DESIGN TEMPERATURES FOR ORLANDO, FLORIDA.
 PLEASE REVISE THE CALCULATIONS USING THE CORRECT WEST
 PALM BEACH LOCATION AND DESIGN TEMPERATURES.
 2) SHEET M3 & S1.1: AS NOTED ON THE THE MASTER BILT
 ROOFTOP MECHANICAL UNIT DETAIL, PLEASE PROVIDE
 STRUCTURAL DRAWINGS FOR THE CURB CONSTRUCTION, AND THE
 PIPE HOOD SHOWN ON M2.
 3) M3: INDICATE THE SIZE OF CADMIUM SCREWS TO BE USED
 FOR ATTACHING THE FAN TO EXHAUST FAN TO THE CURB.
 3) THE REVISED PLAN NOW IDICATES THE WALK-IN BOXES AND
 REFRIGERATION SYSTEMS TO BE DONE UNDER SEPARATE PERMIT,
 WHICH WOULD IMPLY THAT THE TOTAL VALUE FOR THAT PERMIT
 WILL BE LABOR, MATERIALS AND EQUIPMENT. PLEASE CLARIFY
 IF THE SEPARATE PERMIT WILL INCLUDE THE COST OF MASTER
 BILT UNIT, AND THE COST OF MOUNTING THE UNIT AND THE
 OTHER ROOFTOP REFRIGERATION CONDENSERS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-11-09 Cont ID  
Sent By ccole Date 2015-11-09 Time 15:31 Rev Time 0.00
Received By ccole Date 2015-11-09 Time 15:31 Sent To  
Notes
2015-11-09 16:43:501ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15100991
 11/9/15
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS IN
 ACCORDANCE WITH THE ASHRAE/ACCA STANDARD 183 OR ACCA
 MANUAL N- REFER TO SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION.
 2) THE COMPLIANCE DATA FOR THE AC SYSTEMS LISTED IN THE
 ENERGY CALCULATION FORM 506-2014 DOES NOT MATCH THE
 DATA IN THE AC SCHEDULE ON SHEET M3: PLEASE CORRECT.
 3) M3: CORRECT THE CFM/SF O/A CALCULATION FOR THE
 RETAIL AREAS IN THE SCHEDULE PER TABLE 403.3: 0.12 CFM
 PER SF.
 4) THE SUBMITTED RTU ROOF CURB CLIP CALCULATIONS ARE
 BASED ON THE OUTDATED 2010 FBC AND DO NOT HAVE ORIGINAL
 SIGNATURES AND SEALS FROM THE ENGINEER OF RECORD- REFER
 TO SECTION 61G15-23.002 FAC AND PROVIDE ORIGINAL SIGNED
 AND SEALED COPIES. PLEASE NOTE THAT THE CLIP CALCS SHOW
 MECHANICAL ATTACHMENTS FOR THE CURBS AND RTU'S, HOWEVER
 THE PLANS INDICATE WELDED ATTACHMENTS. PROVIDE
 DOCUMENTATION OF APPROVAL FOR THIS TYPE OF CONNECTION
 FROM THE AC MANUFACTURER.
 5) A SEPARATE PERMIT IS REQUIRED FOR THE WALK-IN BOXES
 AND REFRIGERATION SYSTEMS. PLEASE PLACE A NOTE ON THE
 PLAN ACCORDINGLY AND ADJUST THE VALUATION TO EXCLUDE
 THIS PART OF THE PROJECT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
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Notes
2016-05-02 10:52:51PLUMBING PROVISO
 1. PROVIDE TWO SIGNED AND SEALED COPIES OF GREASE
 INTERCEPTOR CALCULATIONS REFERENCING PDI G101 NOT FBC.
 SHALL PROVIDE BEFORE ROUGH INSPECTION. PER WPB AMEND.
 TO FBC SEC 107.2.1
 2. PROVIDE TWO SETS OF APPROVED AND SIGNED AND SEALED
 CIVIL PLANS BEFORE FIRST ROUGH INSPECTION.
 PER WPB AMEND. TO FBC SEC 107.2.1
  
 3. HAND SINKS SHALL NOT BE CONNECTED TO GREASE DRAIN.
 FBC PL 1003.3.1
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-02-17 Cont ID  
Sent By gjohnson Date 2016-02-17 Time 13:49 Rev Time 0.00
Received By gjohnson Date 2016-02-17 Time 13:49 Sent To  
Notes
2016-02-17 14:53:38 
 2ND REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1.CIVIL DRAWINGS ARE MARKED NOT APPROVED FOR
 CONSTRUCTION PLEASE CLARIFY.
 PER WPB AMEND. TO FBC SEC.107.2.1
 2. SHT. C8NOTE ON SANITARY SEWER READS 2IN SS FORCE
 MAIN UPSTREAM OF LIFT STATION LOOKS LIKE A TYPO PLEASE
 CORRECT.
 PER WPB AMEND. TO FBC SEC.107.2.1
 3. SEPARATE PERMIT REQUIRED FOR BACK FLOW ON WATER
 MAINS.
 4.SHT.C-14 DETAIL FOR GREASE INTERCEPTOR DOES NOT MATCH
 APPROVED DETAIL FROM CITY STANDARD DETAIL GS-7 . SHT.
 P-1 YOU ARE SHOWING TWO DIFFERENT DETAILS FOR GREASE
 INTERCEPTOR PLEASE CLARIFY IF USING HYDRO-MECHANICAL
 PROVIDE MANUFACTURE CALCULATIONS.
 PER WPB AMEND. TO FBC SEC.107.2.1
 5. BACKFLOW REQUIRED ON POWQERWASHER WATER SUPPLY.
 PER WPB AMEND. TO FBC SEC.107.2.1
 6. SHT. P1 PLEASE INDICATE WHAT IS BEING DRAINED INTO
 HUB DRAIN NEXT TO FOOD SERVICE WALK IN REFRIDGE, BEHIND
 EWC AND OUTSIDE RETAI;L WALKIN REFRIDGE ,HUB DRAINS
 SHALL COMPLY WITH FBC PL SEC 1002.4
 7.PROVIDE MANUFACTURE SPECS ON SANITIZER EQUIPMENT.
 PER WPB AMEND. TO FBC SEC.107.2.1
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-11-09 Cont ID  
Sent By gjohnson Date 2015-11-09 Time 10:26 Rev Time 0.00
Received By gjohnson Date 2015-11-09 Time 10:26 Sent To  
Notes
2015-11-09 11:10:20 
 1ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS
  
 1.PLEASE SUBMIT SIGNED AND SEALED CIVIL DRAWINGS
 SHOWING SANITARY SEWER ,WATER SERVICE,AND STORM.
 PER WPB AMEND.TO FBC SEC 107.2.1
 2. SHEET P-3 IT APPEARS THAT HALF THE ROOF IS BEING
 DRAINED BY A ROOF DRAIN AND HALF BY SCUPPERS PLEASE
 CLARIFY.
 3. PROVIDE SIZING CALCULATIONS FOR ALL GUTTERS
 ,SCUPPERS AND ROOF DRAINS.
 PER WPB AMEND.TO FBC SEC 107.2.1.3
 4.ALL DRAINS IN FOOD AND DRINK PREP AND SERVICE AREAS
 SHALL BE ON THE GREASE SYSTEM.
 PER FBC P SEC 1003.3.1
 5. PLEASE PROVIDE MANUFACTURE SPEC SHEETS AND
 INSTILLATION GUIDES FOR WATER SOFTENER, AND FILER
 SYSTEMS, PRESSURE WASHER, SANITIZER ,
 PER.WPB AMEND.TO FBC SEC 107.2.1
 6. SHEET P1 SHOW TRAP PRIMERS FOR ALL FLOOR DRAINS.
 PER.WPB AMEND.TO FBC SEC 107.2.1
  
 1111.4 MINIMUM NUMBER OF ROOF DRAINS.
 NOT LESS THAN TWO ROOF DRAINS SHALL BE INSTALLED IN
 ROOF AREAS 10,000 SQUARE FEET (929 M2) OR LESS AND NOT
 LESS THAN FOUR ROOF DRAINS SHALL BE INSTALLED IN ROOFS
 OVER 10,000 SQUARE FEET (929 M 2 ) IN AREA.
  
 A COMPLETE COMPREHENSIVE REVIEW CAN NOT BE COMPLETED AT
 THIS TIME DO TO LACK OF INFORMATION . THERE MAYBE
 ADDITIONAL COMMENTS ON SECOND REVIEW WHEN INFO IS
 PROVIDED.
Review Stop POLICE POLICE
Rev No 1 Status P Date 2016-06-01 Cont ID  
Sent By skennedy Date 2016-06-01 Time 11:30 Rev Time 0.00
Received By skennedy Date   Time   Sent To  
Notes
2016-06-01 11:32:41PER OFFICER SETH BUXTON.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2016-02-21 Cont ID  
Sent By jwitmer Date 2016-02-21 Time 09:45 Rev Time 0.00
Received By jwitmer Date 2016-02-21 Time 09:45 Sent To  
Notes
2016-02-21 09:48:45COMPLIED/ PROVISO:
 SUBMITTED: ATAS DUTCH METAL ROOFING FL 3556R-5 SLOPED
 ROOFS
  
 PROVISO: TO BE SUBMITTED AFTER MASTER PERMIT ISSUANCE.
 FLAT ROOF, ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF
 TOP INSULATION, ASSEMBLIES FOR FLAT ROOF, ROOF TOP
 EXHAUST FANS.
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2015-11-23 Cont ID  
Sent By jwitmer Date 2015-11-23 Time 13:51 Rev Time 0.00
Received By jwitmer Date 2015-11-23 Time 13:51 Sent To  
Notes
2015-11-23 13:54:10ROOFING PLAN REVIEW
 W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE
 ADD: 1520 BELVEDERE RD.
 CONT: TBD( TO BE DETERMINED)
 TEL: 407-661-9100 X2462
 E-MAIL: [email protected]
  
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. NOV. 23/2015
 ACTION: DENIED
  
 1) THE FRONT COVER SHEET LIST 6 PRODUCT APPROVALS TO BE
 INSTALLED AT THIS JOBSITE LOCATION. PLEASE NOTE TO
 SUBMIT THE FLORIDA APPROVAL NUMBER WITH THE REPORTS.
 THE DUTCH SEAM METAL ROOFING REPORT DOES NOT SHOW UP ON
 THE FLORIDA PRODUCT APPROVAL WEBSITE. IF THERE IS NO
 FLORIDA APPROVAL YOU WILL NEED TO SUBMIT FOR EITHER A
 LOCAL APPROVAL OR FOR A SITE SPECIFIC APPROVAL. FLORIDA
 APPROVALS DO NOT START WITH MRD. THEY HAVE A FL NUMBER.
  
 SECTION 1707 ALTERNATIVE TEST PROCEDURE
 1707.1 GENERAL. IN THE ABSENCE OF APPROVED RULES OR
 OTHER APPROVED STANDARDS, THE BUILDING OFFICIAL SHALL
 MAKE, OR CAUSE TO BE MADE, THE NECESSARY TESTS AND
 INVESTIGATIONS; OR THE BUILDING OFFICIAL SHALL ACCEPT
 DULY AUTHENTICATED REPORTS FROM APPROVED AGENCIES IN
 RESPECT TO THE QUALITY AND MANNER OF USE OF NEW
 MATERIALS OR ASSEMBLIES AS PROVIDED FOR IN SECTION
 104.11. THE COST OF ALL TESTS AND OTHER INVESTIGATIONS
 REQUIRED UNDER THE PROVISIONS OF THIS CODE SHALL BE
 BORNE BY THE APPLICANT.
  
 2A) BELOW IS A LIST OF COMPONENTS AND CLADDING FOR
 PRODUCT APPROVALS THAT CAN BE SUBMITTED NOW OR MAY BE
 CONSIDERED A DEFERRED SUBMITTAL (107.3.4.2.) 2010 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP
 INSULATION, ASSEMBLIES FOR FLAT & SLOPED, ROOF TOP
 CURBS, ROOF TOP INTAKE & EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 3) NO FLAT ROOF PRODUCT APPROVAL, ROOF TOP CURBS, ROOF
 TOP INTAKE & EXHAUST FANS NOR PRE-ENGINEERED A/C STANDS
 WERE SUBMITTED.
  
 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 2016-09-27 Cont ID  
Sent By ajones Date 2016-09-27 Time 14:45 Rev Time 0.00
Received By ajones Date 2016-09-27 Time 14:45 Sent To  
Notes
2016-09-27 14:58:359/27/16- WITH THE FOLLOWING PROVISO:
  
 * THE DEVELOPER SHALL PROVIDE A WRITTEN STATEMENT FROM
 THE PALM BEACH COUNTY TRAFFIC DIVISION
 CONFIRMING THAT ALL APPLICABLE PROPORTIONATE SHARE
 PAYMENTS FOR THE IMPROVEMENTS AT THE
 INTERSECTION OF BELVEDERE ROAD AND AUSTRALIAN AVENUE
 HAVE BEEN MADE PRIOR TO FIRST INSPECTION. A
 COPY OF THE WRITTEN STATEMENT SHALL BE PROVIDED TO THE
 DEVELOPMENT SERVICES DEPARTMENT
 ?PLANNING DIVISION.
  
 ADDITIONAL NOTES:
  
 * SEPARATE PERMIT APPLICATIONS REQUIRED FOR:
 LANDSCAPING, SITE LIGHTING AND SIGNAGE.
  
 * ALL NEW PRIVATE DEVELOPMENT, NEW CONSTRUCTION,
 RENOVATION OR REMODELING, WHERE THE TOTAL VERTICAL
 CONSTRUCTION OF ALL BUILDINGS ON A PROJECT SITE ARE
 EQUAL OR GREATER THAN $750,000.00 IS SUBJECT TO
 THE ART IN PUBLIC PLACES (AIPP) REQUIREMENTS OUTLINE IN
 CHAPTER 78, ARTICLE V, OF THE CITY?S CODE
 OF ORDINANCES. PLEASE CONTACT SYBILLE WELTER, A PP
 COORDINATOR @ (561)
 822?1521 FOR INFORMATION.
  
  
  
Review Stop Z ZONING
Rev No 4 Status F Date 2016-08-30 Cont ID  
Sent By llouie Date 2016-08-30 Time   Rev Time 0.00
Received By llouie Date 2016-08-30 Time   Sent To  
Notes
2016-08-30 17:18:40** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) SITE PLAN FOR THE WAWA DOES NOT REFLECT THE LATEST
 CHANGES MADE TO THE SITE. LATEST APPROVED PLANS BY THE
 PLANNING DIVISION MUST BE INCORPORATED AS PART OF THE
 BUILDING PERMIT SET. (REFERENCE: PLANNING BOARD CASE
 NO. 1670C, APPROVAL ISSUED ON 8/16/16)
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  
  
 PROVISO:
  
 * THE DEVELOPER SHALL PROVIDE A WRITTEN STATEMENT FROM
 THE PALM BEACH COUNTY TRAFFIC DIVISION CONFIRMING THAT
 ALL APPLICABLE PROPORTIONATE SHARE PAYMENTS FOR THE
 IMPROVEMENTS AT THE INTERSECTION OF BELVEDERE ROAD AND
 AUSTRALIAN AVENUE HAVE BEEN MADE PRIOR TO FIRST
 INSPECTION. A COPY OF THE WRITTEN STATEMENT SHALL BE
 PROVIDED TO THE DEVELOPMENT SERVICES DEPARTMENT
 -PLANNING DIVISION.
  
  
 ADDITIONAL NOTES:
  
 * SEPARATE PERMIT APPLICATIONS REQUIRED FOR:
 LANDSCAPING, SITE LIGHTING AND SIGNAGE.
  
 * ALL NEW PRIVATE DEVELOPMENT, NEW CONSTRUCTION,
 RENOVATION OR REMODELING, WHERE THE TOTAL VERTICAL
 CONSTRUCTION OF ALL BUILDINGS ON A PROJECT SITE ARE
 EQUAL OR GREATER THAN $750,000.00 IS SUBJECT TO THE ART
 IN PUBLIC PLACES (AIPP) REQUIREMENTS OUTLINE IN CHAPTER
 78, ARTICLE V, OF THE CITY'S CODE OF ORDINANCES. PLEASE
 CONTACT SYBILLE WELTER, AIPP COORDINATOR @ (561)
 822-1521 FOR INFORMATION.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2016-05-06 Cont ID  
Sent By llouie Date 2016-05-06 Time   Rev Time 0.00
Received By llouie Date 2016-05-06 Time   Sent To  
Notes
2016-05-06 12:11:40** FAILED **
  
 1.) 11/16/15 & 2/25/16 REPEAT COMMENT: CONDITION #2 IN
 THE SITE PLAN APPROVAL LETTER ISSUED BY THE PLANNING
 DIVISION ON 10/16/2015 HAS NOT BEEN ADDRESSED. PER THE
 SITE PLAN APPROVAL LETTER, CONDITION #2 MUST BE
 ADDRESSED PRIOR TO BUILDING PERMIT APPROVAL.
  
 ADDITIONAL NOTES:
  
 * SEPARATE PERMIT APPLICATIONS REQUIRED FOR:
 LANDSCAPING, SITE LIGHTING AND SIGNAGE.
  
 * ALL NEW PRIVATE DEVELOPMENT, NEW CONSTRUCTION,
 RENOVATION OR REMODELING, WHERE THE TOTAL VERTICAL
 CONSTRUCTION OF ALL BUILDINGS ON A PROJECT SITE ARE
 EQUAL OR GREATER THAN $500,000.00 IS SUBJECT TO THE ART
 IN PUBLIC PLACES (AIPP) REQUIREMENTS OUTLINE IN CHAPTER
 78, ARTICLE V, OF THE CITY'S CODE OF ORDINANCES. PLEASE
 CONTACT SYBILLE WELTER, AIPP COORDINATOR @ (561)
 822-1521 FOR INFORMATION.
  
 REVISIONS TO THE PLANS MAY RESULT IN ADDITIONAL
 COMMENTS. PLEASE CONTACT LINDA LOUIE @ (561) 822-1458
 IF THERE ARE QUESTIONS.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-02-25 Cont ID  
Sent By llouie Date 2016-02-25 Time 13:28 Rev Time 0.00
Received By llouie Date 2016-02-25 Time 13:28 Sent To  
Notes
2016-02-25 13:29:40** FAILED **
  
 1.) 11/16/15 REPEAT COMMENT CONDITION #2 IN THE SITE
 PLAN APPROVAL LETTER ISSUED BY THE PLANNING DIVISION ON
 10/16/2015 HAS NOT BEEN ADDRESSED. PER THE SITE PLAN
 APPROVAL LETTER, CONDITION #2 MUST BE ADDRESSED PRIOR
 TO BUILDING PERMIT APPROVAL.
  
  
  
 ADDITIONAL NOTES:
  
 * SEPARATE PERMIT APPLICATIONS REQUIRED FOR:
 LANDSCAPING, SITE LIGHTING AND SIGNAGE.
  
 * ALL NEW PRIVATE DEVELOPMENT, NEW CONSTRUCTION,
 RENOVATION OR REMODELING, WHERE THE TOTAL VERTICAL
 CONSTRUCTION OF ALL BUILDINGS ON A PROJECT SITE ARE
 EQUAL OR GREATER THAN $500,000.00 IS SUBJECT TO THE ART
 IN PUBLIC PLACES (AIPP) REQUIREMENTS OUTLINE IN CHAPTER
 78, ARTICLE V, OF THE CITY'S CODE OF ORDINANCES. PLEASE
 CONTACT SYBILLE WELTER, AIPP COORDINATOR @ (561)
 822-1521 FOR INFORMATION.
  
 * PLEASE CONTACT LINDA LOUIE @ (561) 822-1458 IF YOU
 HAVE QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-11-16 Cont ID  
Sent By llouie Date 2015-11-16 Time 10:50 Rev Time 0.00
Received By llouie Date 2015-11-13 Time 16:04 Sent To  
Notes
2015-11-16 10:57:06** FAILED **
  
 1.) SITE PLAN SHOWING THE GENERAL CIRCULATION, LOCATION
 OF PARKING, BUILDING ORIENTATION ON THE SITE, SITE DATA
 INFORMATION, ETC., IS AN INTEGRAL PART OF PERMIT
 SUBMITTAL; HOWEVER, THE PLAN SEEMS TO BE MISSING FROM
 THE PERMIT APPLICATION. PLEASE PROVIDE.
  
 2.) CONDITION #2 IN THE SITE PLAN APPROVAL LETTER
 ISSUED BY THE PLANNING DIVISION ON 10/16/2015 HAS NOT
 BEEN ADDRESSED. PER THE SITE PLAN APPROVAL LETTER,
 CONDITION #2 MUST BE ADDRESSED PRIOR TO BUILDING PERMIT
 APPROVAL.
  
 3.) ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE SCREENED
 FROM VIEW BY THE BUILDING'S PARAPET. THE BUILDING
 ELEVATIONS DO NOT SEEM TO ADDRESS THIS CONDITION OF
 SITE PLAN APPROVAL. (REFERENCE SITE PLAN APPROVAL
 LETTER ISSUED BY THE PLANNING DEPARTMENT ON 10/16/15)
  
 4.) ONLY THREE (3) WALL SIGNS ARE PERMITTED ON THE
 BUILDING. THE NUMBER OF SIGNS PROPOSED ON THE BUILDING
 ELEVATIONS DOES NOT MATCH THE APPROVED ELEVATIONS.
 ACCORDING TO THE APPROVED PLANS, THERE IS NO WALL
 SIGNAGE PROPOSED ON THE EAST ELEVATION. PLEASE CORRECT.
  
 5.) LABEL ALL ELEVATIONS WITH DIRECTIONS (I.E. NORTH,
 SOUTH, EAST AND WEST).
  
 6.) SEPARATE PERMIT APPLICATIONS REQUIRED FOR:
 LANDSCAPING, SITE LIGHTING AND SIGNAGE.
  
 7.) THE CITY OF WEST PALM BEACH POLICE DEPARTMENT -
 CRIME PREVENTION UNIT SHALL REVIEW AND APPROVE ALL
 CONSTRUCTION DRAWINGS TO ENSURE ADHERENCE TO
 GENERALLY-ACCEPTED CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN PRINCIPALS, AS WELL AS COMPLIANCE
 WITH ALL LOCAL AND STATE REGULATIONS PERTAINING TO THE
 PROPOSED USE. SUCH SUBMITTAL SHALL INCLUDE A
 CONSTRUCTION SITE SECURITY AND MANAGEMENT PLAN.
  
 8.) ALL NEW PRIVATE DEVELOPMENT, NEW CONSTRUCTION,
 RENOVATION OR REMODELING, WHERE THE TOTAL VERTICAL
 CONSTRUCTION OF ALL BUILDINGS ON A PROJECT SITE ARE
 EQUAL OR GREATER THAN $500,000.00 IS SUBJECT TO THE ART
 IN PUBLIC PLACES (AIPP) REQUIREMENTS OUTLINE IN CHAPTER
 78, ARTICLE V, OF THE CITY'S CODE OF ORDINANCES. PLEASE
 CONTACT SYBILLE WELTER, AIPP COORDINATOR @ (561)
 822-1521 FOR INFORMATION.
  
 PLEASE CONTACT LINDA LOUIE @ (561) 822-1458 IF YOU HAVE
 QUESTIONS.
  


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