Plan Review Details - Permit 15080178
Plan Review Stops For Permit 15080178
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-05-18 Cont ID  
Sent By   Date 2016-05-18 Time   Rev Time 0.00
Received By jwitmer Date 2016-05-18 Time 07:00 Sent To  
Notes
2016-05-18 08:08:59BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: CREIGHTON CONSTRUCTION & MANAGEMENT LLC
 TEL: (239)210-0455
 E-MAIL: ????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 5TH REVIEW
 DATE: WED.MAY 18/ 2016
 ACTION: BUILDING PROVISO
  
 1) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACHS
 AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)
 FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 2) PROVISO: 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.
  
 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
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 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 2015-12-29 Cont ID  
Sent By jwitmer Date 2015-12-29 Time 07:00 Rev Time 0.00
Received By jwitmer Date 2015-12-28 Time 11:58 Sent To  
Notes
2015-12-29 07:00:45BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (479)372-7837
 E-MAIL: ????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 4TH REVIEW
 DATE: TUES. DEC. 29/ 2015
 ACTION: DENIED
  
 ) NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1) COMPLIED. (3) SOILS REPORTS.
  
 2) 4TH REQUEST. RESIDENT INSPECTOR PROGRAM. SHEET S0.0
 ALSO INDICATES REQUIRED SPECIAL INSPECTIONS. PLEASE
 NOTE A RESIDENT INSPECTOR SHALL BE REQUIRED FOR THIS
 JOB. 2014 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:
  
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 STRUCTURAL MASONRY
 STRUCTURAL CONCRETE
 FIELD WELDING
 STRUCTURAL STEEL/ BOLTED CONNECTIONS
  
 2A) 4TH REQUEST. RESPONSE INDICATES FORMS HAVE BEEN
 RECEIVED. WE NEED A E-MAIL ADDRESS TO BE ABLE TO SEND
 THE RESIDENT INSPECTOR FORMS TO BE FILED OUT. RESIDENT
 INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES NOTARIZED
 AND RETURNED TO THE BUILDING DEPARTMENT.
 RESIDENT INSPECTOR FORMS E-MAILED TO:
 [email protected] 10/16/2015 09:59 AM
  
 2B) 4TH 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'.
  
 2C)4TH REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2D) COMPLIED. NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS
 ARE REQUIRED.
 2E) PROVISO: 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.
  
 3) 3RD REQUEST. SHEET S0.0 THE PRESSURES FOR ZONES 1-5
 ARE INDICATED IN VASD, ALLOWABLE DESIGN PRESSURES. THE
 ROOF PRESSURES ARE RIGHT ON, THE WALL PRESSURES SHOWN
 ARE A LITTLE LOW FOR THE TRIBUTARY AREAS SHOWN.
 1609.4.4.1. COMPONENTS & CLADDING.
  
 4) SHEET S4.0 THE WALL PRESSURES FOR ZONES 4 AND 5
 APPEAR TO BE LOW FOR A MEAN ROOF HEIGHT OF 15 FT,
 EXPOSURE C FOR WALL ZONES 4 & 5. NEGATIVE PRESSURES ARE
 TAKEN AT THE ROOF HEIGHT OF 15 FT.
 2014 FBC-B TABLE 1609.6.2
 2014 FBC-B TABLE 1609.7.2
  
 5) COMPLIED. UNDER SEPARATE PERMIT AND REVIEW. SHEET
 S4.0 ALSO INDICATES THE USE OF A HORIZONTAL AWNING
 CANOPY, THERE IS NO DESIGN CRITERIA FOR THE CANOPY.
 2014 FBC-B 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS.
  
 6) COMPLIED. UNDER A SEPARATE PERMIT AND REVIEW. SHEET
 S5.1 THE MONUMENT SIGN DETAILS. NOTE SIGNS REQUIRE A
 SEPARATE PERMIT AND WILL BE REVIEWED UNDER THE SIGN
 PERMIT. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7-8) PROVISO: DEFERRED SUBMITTALS.
  
 9) COMPLIED.
  
 10) COMPLIED. ROOFS OR ELEVATED STRUCTURES. SHEET A4.1
 INDICATES THE USE OF ROOF TOP LADDERS, PLEASE PROVIDE
 COMPLIANCE WITH SECTION 1509.6.4 2014 FBC-B
  
 11) IMPACT 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.
 PLEASE NOTE THAT A BUILDING WILL BE DEMOLISHED AT THIS
 SITE, PLEASE MAKE SURE THEY GIVE YOU THE SQUARE FOOT
 CREDIT.
  
 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 2015-11-10 Cont ID  
Sent By jwitmer Date 2015-11-10 Time 15:05 Rev Time 0.00
Received By jwitmer Date 2015-11-10 Time 08:35 Sent To  
Notes
2015-11-10 15:05:18BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (???)???-????
 E-MAIL:????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 3RD REVIEW
 DATE: FRI. OCT. 16/ 2015
 ACTION: DENIED
  
 ) NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1) COMPLIED. (3) SOILS REPORTS.
  
 2) 3RD REQUEST. RESIDENT INSPECTOR PROGRAM. SHEET S0.0
 ALSO INDICATES REQUIRED SPECIAL INSPECTIONS. PLEASE
 NOTE A RESIDENT INSPECTOR SHALL BE REQUIRED FOR THIS
 JOB. 2014 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:
  
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 STRUCTURAL MASONRY
 STRUCTURAL CONCRETE
 FIELD WELDING
 STRUCTURAL STEEL/ BOLTED CONNECTIONS
  
 2A) 3RD REQUEST. RESPONSE INDICATES FORMS HAVE BEEN
 RECEIVED. WE NEED A E-MAIL ADDRESS TO BE ABLE TO SEND
 THE RESIDENT INSPECTOR FORMS TO BE FILED OUT. RESIDENT
 INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES NOTARIZED
 AND RETURNED TO THE BUILDING DEPARTMENT.
 RESIDENT INSPECTOR FORMS E-MAILED TO:
 [email protected] 10/16/2015 09:59 AM
  
 2B) 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.
 CONTACT: KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 2C) 3RD REQUEST. 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]
  
 2D) 3RD REQUEST. 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.
  
 2E) 3RD REQUEST. NOTICE ONLY! 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.
  
 3) 3RD REQUEST. SHEET S0.0 THE PRESSURES FOR ZONES 1-5
 ARE INDICATED IN VASD, ALLOWABLE DESIGN PRESSURES. THE
 ROOF PRESSURES ARE RIGHT ON, THE WALL PRESSURES SHOWN
 ARE A LITTLE LOW FOR THE TRIBUTARY AREAS SHOWN.
 1609.4.4.1. COMPONENTS & CLADDING.
  
 4) SHEET S4.0 THE WALL PRESSURES FOR ZONES 4 AND 5
 APPEAR TO BE LOW FOR A MEAN ROOF HEIGHT OF 15 FT,
 EXPOSURE C FOR WALL ZONES 4 & 5. NEGATIVE PRESSURES ARE
 TAKEN AT THE ROOF HEIGHT OF 15 FT.
 2014 FBC-B TABLE 1609.6.2
 2014 FBC-B TABLE 1609.7.2
  
 5) COMPLIED. UNDER SEPARATE PERMIT AND REVIEW. SHEET
 S4.0 ALSO INDICATES THE USE OF A HORIZONTAL AWNING
 CANOPY, THERE IS NO DESIGN CRITERIA FOR THE CANOPY.
 2014 FBC-B 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS.
  
 6) COMPLIED. UNDER A SEPARATE PERMIT AND REVIEW. SHEET
 S5.1 THE MONUMENT SIGN DETAILS. NOTE SIGNS REQUIRE A
 SEPARATE PERMIT AND WILL BE REVIEWED UNDER THE SIGN
 PERMIT. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) 3RD REQUEST. PLEASE NOTE THE PRODUCT APPROVALS HAVE
 NOT BEEN REVIEWED BY THE DESIGNER OF RECORD, NO SHOP
 DRAWING STAMP OF APPROVAL HAS BEEN AFFIXED. THE PERMIT
 EXPEDITER HAS JUST LIMPED THESE APPROVALS TOGETHER,
 THEY ARE NOT STAPLED, THEY ARE NOT MARKED WHICH ARE OLD
 AND WHICH ARE NEW.
 THERE WILL BE ISSUES WITH THE APPROVALS THAT WILL TAKE
 TO LONG OF A TIME PERIOD TRYING TO GUESS WHAT IS
 WHAT!!!!!
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES.
  
 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, CURBS
 E) STORM SHUTTERS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 3RD REVIEW PRODUCTS NOT REVIEWED NOT STAPLED, COLLATED:
 EXTERIOR DOORS, THERE WERE 2 REPORTS SUBMITTED NOA
 14-0602 ALUMINUM STOREFRONT DOOR LARGE MISSILE IMPACT
 AND NOA 14-0811.22
 NON-IMPACT OS DOOR AND STORE FRONT PLEASE SHOW WHERE
 THE LARGE MISSILE IMPACT DOOR WILL BE INSTALLED. STORM
 SHUTTERS WILL BE REQUIRED FOR THE NON-IMPACT GLAZING IN
 THE STOREFRONT WALL AND DOOR SYSTEM!!!!!
  
 A PRODUCT APPROVAL FOR STORM SHUTTERS WILL ALSO BE
 REQUIRED. PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
 ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT
 GLAZING. FBC 1609.1.2.
  
 FL BLD CODE 2010 SECTION 107.2.5., 1609.1.2, 1715.8 A
 COMPLETE INSTALLATION SCHEDULE SUMMARIZING &
 IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR REINFORCING
 REQUIREMENTS, WALL PRESSURE ZONES, SLAT TYPES, ETC.,
 SHALL BE SUBMITTED AT TIME OF PERMIT APPLICATION TO
 FACILITATE PLAN REVIEW AND PERMIT ISSUANCE.
  
 FOR ALL GLAZING UNITS IDENTIFY THE TYPE OF GLAZING,
 MULLION TYPES, WIDTH, HEIGHT OF UNITS TYPES OF
 FASTENERS, PRESSURES FOR UNITS.
  
 ROOFING PRODUCT APPROVAL SUBMITTED NOA 13-0419.05 PAGE
 08 MAXIMUM DESIGN PRESSURE OF -45 AND LIMITATION NUMBER
 9 NO ENHANCED FASTENING IS ALLOWED!!!!!!!
  
 SKYLIGHT REPORT PTC IS A OLD 2007 REPORT UNDER RULE 9B.
 PLEASE NOTE RULE 9B ENDED OCT 31/ 2010. RULE 9N-3
 REPLACED THIS RULE NOV.01/2010. THERE HAS BEEN 2 CODE
 CYCLES THE 2010 AND 2014 FBC, PLEASE UPDATE EVALUATION
 REPORT. NOTE THE NOA 08-0305.02 POLYCARBONATE IS A
 EXPIRED REPORT ALSO.
  
 NOTICE!!!!!. CARRIER ROOF TOP CURBS NOA 15-0218.11
 PLEASE BE AWARE THERE IS A ISSUE WITH THE RESTRAINT
 BRACKET SHOWN ON SHEET 2 OF 5, ALSO SEE DETAIL OF
 RESTRAINT BRACKET ON SHEET 5 OF 5. SHEET 2 OF 5
 INDICATES (7) # 10 TEK SCREWS THAT ARE TO HOLD THE
 RESTRAINT BRACKET TO THE ROOF CURB. PAGE 5 SHOWS THE
 BRACKET DOES NOT TURN DOWN THE INTERIOR OF THE CURB.
 HOW WILL THE RESTRAINT BRACKET BE HELD TO THE CURB.
 NOA 14-0513.10 IS FOR THE ROOFTOP FANS, NO PRODUCT
 APPROVALS WAS SUBMITTED FOR THE CURB. HIGHLIGHT CIRCLE
 TYPE OF UNIT AND PRESSURES. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 THE CITY HAS RECEIVED THE LETTER FROM THYBAR ABOUT THE
 CHANGE IN CONFIGURATION THE BRACKET FROM THE CURB TO
 THE RTU ROOF TOP UNIT. CONTACTING MIAMI-DADE?S OFFICE
 THEY INDICATED ON SHEET 5 OF 5 NOTE: RESTRAINT BRACKET
 IS TO BE DETERMINED BY PROJECT SPECIFIC CALCULATIONS BY
 A FLORIDA LICENSED PE OF FLORIDA REGISTERED ARCHITECT.
  
 8) 3RD REVIEW. 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..
  
 9) COMPLIED. SHEETS A4.0 & A4.1 BOTH SHOW THE USE OF
 VENEER STONE (V1) ON THE EXTERIOR OF THE BUILDING.
 SHEET A6.0 DETAIL # 3 SHOWS HOW THE PLACEMENT OF VENEER
 STONE, MONOLITHIC FOUNDATION SLAB AND THE CONCRETE
 SIDEWALK AND THE EXPANSION JOINT HIDDEN BENEATH THE
 BUILT OUT WALL WHERE THE VENEER STONE IS INSTALLED.
 2014 FBC-B 1403.8 & 2114.2.
  
 10) COMPLIED. SHEET A4.1 INDICATES THE USE OF ROOF TOP
 LADDERS, PLEASE PROVIDE COMPLIANCE WITH SECTION
 1509.6.4 2014 FBC-B
  
 ROOFS OR ELEVATED STRUCTURES. WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES? LEVEL SERVICE SPACE.
  
 11) IMPACT 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.
 PLEASE NOTE THAT A BUILDING WILL BE DEMOLISHED AT THIS
 SITE, PLEASE MAKE SURE THEY GIVE YOU THE SQUARE FOOT
 CREDIT.
  
 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
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-10-16 Cont ID  
Sent By jwitmer Date 2015-10-16 Time 11:44 Rev Time 0.00
Received By jwitmer Date 2015-10-15 Time 13:01 Sent To  
Notes
2015-10-16 11:43:57BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (???)???-????
 E-MAIL:????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2ND REVIEW
 DATE: FRI. OCT. 16/ 2015
 ACTION: DENIED
  
 ) NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1) SHEET S0.0:
  
 1) SEMI-COMPLIED ONLY 2 REPORTS WERE SUBMITTED,
 REQUIRES A RESIDENT INSPECTOR REQUIRES (3) OF ALL
 ARCHITECTURAL & STRUCTURAL PLANS AND DOCUMENTS.
  
 ONLY (1) SOILS REPORT SUBMITED, (2 ) WILL BE REQUIRED
 FOR THE UNDERGROUND TANKS AND (2) FOR THE CANOPY. THE
 SOILS REPORT INDICATES THERE TO BE UNDER LAYING ORGANIC
 SOILS. THE SOILS REPORT IS SUGESTIONSAND ALTERNATIVES
 IN DEALING WITH THIS MATTER. THE DESIGNER OF RECORD HAS
 NOT RESPONDED AS TO HOW THE ORGANIC SOILS ARE TO BE
 DELT WITH.
  
 THE (2) ISSUE IS THAT GROUND WATER WILL BE PRESENT
 AROUND 7 FEET BELOW GRADE, PLEASE PROVIDE HOW THE
 GROUND WATER WILL BE LOWERED TO BE ABLE TO WORK AT THE
 REQUIRED DEEPER ELEVATION FROM GRADE.
  
 SHEET S0.0 UNDER THE HEADING OF FOUNDATION INDICATES A
 GEOTECHNICAL SOILS REPORT COMPLETED BY ARDAMAN &
 ASSOCIATES, DATED MARCH 09/ 2015, REPORT NUMBER
 15-1628. PLEASE PROVIDE (2) SIGNED AND SEALED ORIGINALS
 OF REPORT. 2014 FBC-B 1803.2. SOILS INVESTIGATION
 REQUIRED.
  
 2) RESIDENT INSPECTOR PROGRAM. SHEET S0.0 ALSO
 INDICATES REQUIRED SPECIAL INSPECTIONS. PLEASE NOTE A
 RESIDENT INSPECTOR SHALL BE REQUIRED FOR THIS JOB.
 2014 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:
  
 FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 STRUCTURAL MASONRY
 STRUCTURAL CONCRETE
 FIELD WELDING
 STRUCTURAL STEEL/ BOLTED CONNECTIONS
  
 2)A) WE NEED A E-MAIL ADDRESS TO BE ABLE TO SEND THE
 RESIDENT INSPECTOR FORMS TO BE FILED OUT. RESIDENT
 INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES NOTARIZED
 AND RETURNED TO THE BUILDING DEPARTMENT.
 RESIDENT INSPECTOR FORMS E-MAILED TO:
 [email protected] 10/16/2015 09:59 AM
  
 1B)B) 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]
  
 2()C) 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]
  
 2(D) 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.
  
 2(E) NOTICE ONLY! 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.
  
 3) SHEET S0.0 THE PRESSURES FOR ZONES 1-5 ARE INDICATED
 IN VASD, ALLOWABLE DESIGN PRESSURES. THE ROOF PRESSURES
 ARE RIGHT ON, THE WALL PRESSURES SHOWN ARE A LITTLE LOW
 FOR THE TRIBUTARY AREAS SHOWN. 1609.4.4.1. COMPONENTS &
 CLADDING.
  
 4) SHEET S4.0 THE WALL PRESSUES FOR ZONES 4 AND 5
 APPEAR TO BE LOWFOR A MEAN ROOF HEIGHT OF 15 FT,
 EXPOSUE C.
  
 5) COMPLIED. SHEET S4.0 ALSO INDICATES THE USE OF A
 HORIZONTAL AWNING CANOPY, THERE IS NO DESIGN CRITERIA
 FOR THE CANOPY. 2014 FBC-B 3105.5 RIGID AWNINGS AND
 CANOPY SHUTTERS.
  
 6) COMPLIED. SHEET S5.1 THE MONUMENT SIGN DETAILS. NOTE
 SIGNS REQUIRE A SEPARATE PERMIT AND WILL BE REVIEWED
 UNDER THE SIGN PERMIT. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 7) 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, CURBS
 E) STORM SHUTTERS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 2ND REVIEW:
 EXTERIOR DOORS, THERE WERE 2 REPORTS SUBMITTED NOA
 14-0602 ALUMINUM STOREFRONT DOOR LARGE MISSILE IMPACT
 AND NOA 14-0811.22
 NON-IMPACT OS DOOR AND STORE FRONT PLEASE SHOW WHERE
 THE LARGE MISSLE IMPACT DOOR WILL BE INSTALLED. STORM
 SHUTTERS WILL BE REQUIRED FOR THE NON-IMPACT GLAZING IN
 THE STOREFRONT WALL AND DOOR SYSTEM!!!!!
  
 A PRODUCT AAPPROVAL FOR STORM SHUTTERS WILL ALSO BE
 REQUIRED. PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
 ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT
 GLAZING. FBC 1609.1.2.
  
 FL BLD CODE 2010 SECTION 107.2.5., 1609.1.2, 1715.8 A
 COMPLETE INSTALLATION SCHEDULE SUMMARIZING &
 IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR REINFORCING
 REQUIREMENTS, WALL PRESSURE ZONES, SLAT TYPES, ETC.,
 SHALL BE SUBMITTED AT TIME OF PERMIT APPLICATION TO
 FACILITATE PLAN REVIEW AND PERMIT ISSUANCE.
  
 FOR ALL GLAZING UNITS IDENTIFY THE TYPE OF GLAZING,
 MULLION TYPES, WIDTH, HEIGHT OF UNITS TYPES OF
 FASTENERS, PRESSURES FOR UNITS.
  
 ROOFING PRODUCT APPROVAL SUBMITTED NOA 13-0419.05 PAGE
 08 MAXIMUM DESIGN PRESSURE OF -45 AND LIMITATION NUMBER
 9 NO ENHANCED FASTENING IS ALLOWED!!!!!!!
  
 SKYLIGHT REPORT PTC IS A OLD 2007 REPORT UNDER RULE 9B.
 PLEASE NOTE RULE 9B ENDED OCT 31/ 2010. RULE 9N-3
 REPLACED THIS RULE NOV.01/2010. THERE HAS BEEN 2 CODE
 CYCLES THE 2010 AND 2014 FBC, PLEASE UPDATE EVALUATION
 REPORT. NOTE THE NOA 08-0305.02 POLYCARBONATE IS A
 EXPIRED REPORT ALSO.
  
 CARRIER ROOF TOP CURBS NOA 15-0218.11 PLEASE BE AWARE
 THERE IS A ISSUE WITH THE RESTRAINT BRACKET SHOWN ON
 SHEET 2 OF 5, ALSO SEE DETAIL OF RESTRAINT BRACKET ON
 SHEET 5 OF 5. SHEET 2 OF 5 INDICATES (7) # 10 TEK
 SCREWS THAT ARE TO HOLD THE RESTRAINT BRACKET TO THE
 ROOF CURB. PAGE 5 SHOWS THE BRACKET DOES NOT TURN DOWN
 THE INTERIOR OF THE CURB. HOW WILL THE RESTRAINT
 BRACKET BE HELD TO THE CURB.
 DISCREPANCY IN PLANS. 107.2.1.3. ADDITIONAL INFORMATION
 IS REQUIRED.
  
 NOA 14-0513.10 IS FOR THE ROOFTOP FANS, NO PRODUCT
 APPROVALS WAS SUBMITTED FOR THE CURB. HIGHLIGHT CIRCLE
 TYPE OF UNIT AND PRESSURES. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) 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..
  
 9) COMPLIED. SHEETS A4.0 & A4.1 BOTH SHOW THE USE OF
 VENEER STONE (V1) ON THE EXTERIOR OF THE BUILDING.
 SHEET A6.0 DETAIL # 3 SHOWS HOW THE PLACEMENT OF VENEER
 STONE, MONOLITHIC FOUNDATION SLAB AND THE CONCRETE
 SIDEWALK AND THE EXSPANSION JOINT HIDDEN BENEATH THE
 BUILT OUT WALL WHERE THE VENEER STONE IS INSTALLED.
 2014 FBC-B 1403.8 & 2114.2.
  
 10) COMPLIED. SHEET A4.1 INDICATES THE USE OF ROOF TOP
 LADDERS, PLEASE PROVIDE COMPLIANCE WITH SECTION
 1509.6.4 2014 FBC-B
 ROOFS OR ELEVATED STRUCTURES. WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES? LEVEL SERVICE SPACE.
  
 11) IMPACT 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.
 PLEASE NOTE THAT A BUILDING WILL BE DEMOLISHED AT THIS
 SITE, PLEASE MAKE SURE THEY GIVE YOU THE SQUARE FOOT
 CREDIT.
  
 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
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-08-24 Cont ID  
Sent By jwitmer Date 2015-08-24 Time 14:56 Rev Time  
Received By jwitmer Date 2015-08-24 Time 10:00 Sent To  
Notes
2015-08-24 14:56:12BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (???)???-????
 E-MAIL:????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 1ST REVIEW
 DATE: MON. AUGUST 24/ 2015
 ACTION: DENIED
  
 1) SHEET S0.0:
  
 1A) SHEET S0.0 UNDER THE HEADING OF FOUNDATION
 INDICATES A GEOTECHNICAL SOILS REPORT COMPLETED BY
 ARDAMAN & ASSOCIATES, DATED MARCH 09/ 2015, REPORT
 NUMBER 15-1628. PLEASE PROVIDE (2) SIGNED AND SEALED
 ORIGINALS OF REPORT. 2014 FBC-B 1803.2. SOILS
 INVESTIGATION REQUIRED.
  
 1B) SHEET S0.0 ALSO INDICATES REQUIRED SPECIAL
 INSPECTIONS. PLEASE NOTE A RESIDENT INSPECTOR SHALL BE
 REQUIREDFOR THIS JOB.
 2014 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
 STRUCTURAL MASONRY
 STRUCTURAL CONCRETE
 FIELD WELDING
 STRUCTURAL STEEL/ BOLTED CONNECTIONS
  
 7A) WE NEED A E-MAIL ADDRESS TO BE ABLE TO SEND THE
 RESIDENT INSPECTOR FORMS TO BE FILED OUT. RESIDENT
 INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES NOTARIZED
 AND RETURNED TO THE BUILDING DEPARTMENT.
  
 7B) 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]
  
 7C) 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]
  
 7D) 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.
  
 7E) NOTICE ONLY! 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.
  
 8) SHEET S4.0 THE PRESSURES FOR ZONES 1-5 DO NOT
 INDICATE IF THEY ARE IN VULT OR VASD. PLEASE PROVIDE
 PRESSURES IN VASD TO COINCIDE WITH THE PRESSURES FOUND
 IN THE PRODUCT APPROVALS. 1609.4.4.1. COMPONENTS &
 CLADDING.
  
 9) SHEET S4.0 THE WALL PRESSUES FOR ZONES 4 AND 5
 APPEAR TO BE LOWFOR A MEAN ROOF HEIGHT OF 15 FT,
 EXPOSUE C.
  
 10) SHEET S4.0 ALSO INDICATES THE USE OF A HORIZONTAL
 AWNING CANOPY, THERE IS NO DESIGN CRITERIA FOR THE
 CANOPY. 2014 FBC-B 3105.5 RIGID AWNINGS AND CANOPY
 SHUTTERS.
  
 11) SHEET S5.1 THE MONUMENT SIGN DETAILS. NOTE SIGNS
 REQUIRE A SEPARATE PERMIT AND WILL BE REVIEWED UNDER
 THE SIGN PERMIT. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 12) 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, CURBS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
 NOTE ROOFING ASSEMBLY MUST MEET THE ENERGY REQUIREMENTS
 FOR INSULATION, PROVIDE ANCHORING OF ROOF TOP
 INSULATION AND 1/2 INCH RECOVERY BOARD.
  
 13) 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..
  
 14) SHEETS A4.0 & A4.1 BOTH SHOW THE USE OF VENEER
 STONE (V1) ON THE EXTERIOR OF THE BUILDING. SHEET A6.0
 DETAIL # 3 SHOWS HOW THE PLACEMENT OF VENEER STONE,
 MONOLITHIC FOUNDATION SLAB AND THE CONCRETE SIDEWALK
 AND THE EXSPANSION JOINT HIDDEN BENEATH THE BUILT OUT
 WALL WHERE THE VENEER STONE IS INSTALLED. 2014 FBC-B
 1403.8 & 2114.2.
  
 15) SHEET A4.1 INDICATES THE USE OF ROOF TOP LADDERS,
 PLEASE PROVIDE COMPLIANCE WITH SECTION 1509.6.4 2014
 FBC-B
 ROOFS OR ELEVATED STRUCTURES. WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES? LEVEL SERVICE SPACE.
  
 16) IMPACT 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.
 PLEASE NOTE THAT A BUILDING WILL BE DEMOLISHED AT THIS
 SITE, PLEASE MAKE SURE THEY GIVE YOU THE SQUARE FOOT
 CREDIT.
  
 17) 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
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status N Date 2015-10-20 Cont ID  
Sent By albarran Date 2015-10-20 Time 17:33 Rev Time 0.00
Received By albarran Date 2015-10-19 Time 13:17 Sent To  
Notes
2015-10-20 17:33:56THE PLANS ARE STAMPED BACK ON 9/23/15 AS
 PASSED.RETUERNWD TO C28 FOR ZONING REVIEW.
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-09-23 Cont ID  
Sent By albarran Date 2015-09-23 Time 10:26 Rev Time 0.00
Received By albarran Date 2015-09-23 Time 08:42 Sent To I
Notes
2015-09-23 10:28:27THE ELECTRICAL SCOPE OF THIS PERMIT IS LIMITED TO THE
 7/11 STORE AND EXCLUDES ANY OF THE WORK FOR THE FUEL
 DISPENSING EQUIPMENT.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2015-09-04 Cont ID  
Sent By cranford Date 2015-09-04 Time 10:49 Rev Time 0.00
Received By cranford Date 2015-09-04 Time 10:06 Sent To  
Notes
2015-09-04 10:15:05AS MENTIONED DURING PPRC REVIEW, AN ENGINEERING
 DEVELOPMENT APPROVAL IS REQUIRED.
  
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
 SUPPORTING DOCUMENTATION SHOULD INCLUDE CONSTRUCTION
 LEVEL DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN.
  
 A SEPARATE BUILDING PERMIT APPLICATION SHOULD BE MADE
 FOR THE DUMPSTER ENCLOSURE.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2015-12-16 Cont ID  
Sent By pleduc Date 2015-12-16 Time   Rev Time 0.00
Received By pleduc Date 2015-12-16 Time 14:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-10-16 Cont ID  
Sent By pleduc Date 2015-10-16 Time   Rev Time 0.00
Received By pleduc Date 2015-10-06 Time 16:26 Sent To  
Notes
2015-10-07 08:35:12PLEASE CONSIDER AS A PROVISO:
 ENSURE THAT FIRE HYDRANT HAS PROPER SEPARATION FROM
 PROPOSED LIGHT POLE AND FIXTURES. GJT
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-08-20 Cont ID  
Sent By pleduc Date 2015-08-20 Time 17:11 Rev Time 0.00
Received By pleduc Date 2015-08-19 Time 10:27 Sent To  
Notes
2015-08-19 17:23:57THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 1) SHEET A 0.1, THERE IS NO REFERENCE TO THE FIRE CODE
 INDICATED.
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
 2) A LIGHTWEIGHT ROOF TRUSS SIGN IS REQUIRED.
  
 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".
  
 3) THE HARDWARE ON THE EXIT DOORS SHALL COMPLY WITH
 NFPA 101, CHAPTER 7.
  
 DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE
 EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS,
 IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, TOOL,
 OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE
 EGRESS SIDE.
  
 INDICATE IF THE DOORS WILL BE EQUIPPED WITH ANY
 LOCK/LATCH. IF THE DOORS WILL BE EQUIPPED WITH A
 LOCK/LATCH, INDICATE HOW THE LOCK/LATCH WILL BE
 RELEASED FROM THE EGRESS SIDE OF THE DOOR.
  
 PER SECTION 7.2.1.5.9, THE LOCK/LATCH RELEASING
 MECHANISM ON ALL DOORS SHALL OPEN THE DOOR WITH NOT
 MORE THAN ONE RELEASING OPERATION. THE RELEASING
 MECHANISM SHALL HAVE AN OBVIOUS METHOD OF OPERATION
 THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS.
 THE RELEASING DEVICE SHOULD BE CAPABLE OF BEING
 OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT
 GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
 OPERATE.
  
 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.
  
 THUMB-TURN LOCK TO BE EQUIPPED WITH AN ?OPEN/LOCKED?
 INDICATOR WINDOW (SUCH AS ADAMS RITE 4089 OR SIMILAR).
  
  
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2015-12-18 Cont ID  
Sent By gjohnson Date 2015-12-18 Time 13:41 Rev Time 0.00
Received By gjohnson Date 2015-12-18 Time 13:41 Sent To  
Notes
2015-12-18 13:43:551ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
  
  
  
  
  
 GAS PLAN REVIEW
 A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL
 PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT
 THIS TIME. A SEPARATE GAS PERMIT AND PLANS WILL BE
 REQUIRED FOR A CONTRACTOR TO PERFORM THE RELATED WORK.
 PROVIDE COMPLETE PLANS, APPLIANCE/ EQUIPMENT
 SPECIFICATIONS AND GAS RISER THAT REFLECT THE ENTIRE
 SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.
 107.2.1.
  
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER THE
 FBC-R, SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER FBC-FUEL
 GAS SEC. 301.3.
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2016-05-23 Cont ID  
Sent By ccole Date 2016-05-23 Time 13:40 Rev Time 0.00
Received By ccole Date 2016-05-19 Time 13:50 Sent To  
Notes
2016-05-20 13:50:42RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-05-18 Cont ID  
Sent By jwitmer Date 2016-05-18 Time 08:10 Rev Time 0.00
Received By jwitmer Date 2016-05-03 Time 08:20 Sent To  
Notes
2016-05-05 08:20:55C37
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-01-20 Cont ID  
Sent By jroach Date 2016-01-20 Time 10:41 Rev Time 0.00
Received By jroach Date 2015-12-15 Time 13:58 Sent To  
Notes
2015-12-15 13:59:53C27
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-11-20 Cont ID  
Sent By cpuell Date 2015-11-18 Time 14:00 Rev Time 0.00
Received By cpuell Date 2015-11-02 Time 10:11 Sent To  
Notes
2015-11-03 10:11:48C36
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-10-21 Cont ID  
Sent By jroach Date 2015-10-21 Time 10:27 Rev Time 0.00
Received By jroach Date 2015-09-29 Time 09:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-23 Cont ID  
Sent By albarran Date 2015-09-23 Time 10:29 Rev Time 0.00
Received By albarran Date 2015-08-06 Time 13:03 Sent To  
Notes
2015-09-23 10:37:049/23/15 - PASSED ELECTRICAL REVIEW BUT HAS FAILED OTHER
 TRADES. RUNNER NOTIFIED VIA EMAIL. SENT TO LARGE DENIED
 BIN "TBD". MA
2015-08-06 13:03:48C28
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 5 Status P Date 2016-06-20 Cont ID  
Sent By jwitmer Date 2016-06-20 Time 07:28 Rev Time 0.00
Received By jwitmer Date 2016-06-15 Time 12:37 Sent To  
Notes
2016-06-20 07:11:456/20/2016
 PALM BEACH COUNTY IMPACT FEES
 CREDITS TAKEN/ DEMOLITION
 MU-2016-0614-145
 $436.55
2016-06-17 12:37:15JWITMER'S DESK
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status F Date 2016-05-18 Cont ID  
Sent By jwitmer Date 2016-05-18 Time 08:09 Rev Time 0.00
Received By jwitmer Date 2016-05-18 Time 08:09 Sent To  
Notes
2016-05-18 08:10:00IMPACT 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 3 Status F Date 2015-12-29 Cont ID  
Sent By jwitmer Date 2015-12-29 Time 06:56 Rev Time 0.00
Received By jwitmer Date 2015-12-29 Time 06:56 Sent To  
Notes
2015-12-29 06:56:22IMPACT 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.
 PLEASE NOTE THAT A BUILDING WILL BE DEMOLISHED AT THIS
 SITE, PLEASE MAKE SURE THEY GIVE YOU THE SQUARE FOOT
 CREDIT.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-10-16 Cont ID  
Sent By jwitmer Date 2015-10-16 Time 11:47 Rev Time 0.00
Received By jwitmer Date 2015-10-16 Time 11:47 Sent To  
Notes
2015-10-16 11:47:25IMPACT 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 1 Status F Date 2015-08-24 Cont ID  
Sent By jwitmer Date 2015-08-24 Time 12:09 Rev Time  
Received By jwitmer Date 2015-08-24 Time 10:00 Sent To  
Notes
2015-08-24 12:10:17IMPACT 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 6 Status P Date 2016-05-23 Cont ID  
Sent By ccole Date 2016-05-23 Time 13:40 Rev Time 0.00
Received By ccole Date 2016-05-23 Time 13:40 Sent To  
Notes
2016-05-23 13:46:03MECHANICAL PROVISO
 5/23/16
  
 1) THE CONTRACTOR HAS REQUESTED THAT THE NOA'S FOR THE
 RTU CURBS AND CU ROOF STANDS TO BE DEFERRED SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2016-05-10 Cont ID  
Sent By ccole Date 2016-05-10 Time 11:25 Rev Time 0.00
Received By ccole Date 2016-05-10 Time 11:25 Sent To  
Notes
2016-05-10 11:28:06MECHANICAL PROVISOS:
  
 1) THE CONTRACTOR HAS REQUESTED THAT THE NOA'S FOR THE
 RTU CURBS AND CU ROOF STANDS TO BE DEFERRED SUBMITTALS.
 2) THE ENGINEER OF RECORD SHALL PROVIDE HIS/HER
 SIGNATURE AND SEAL ON THE AC LOAD SUMMARY CALCULATIONS.
 3) PROVIDE A DUPLICATE SET OF ENERGY CALCULATIONS- ONLY
 ONE SET WAS SUBMITTED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2015-12-21 Cont ID  
Sent By ccole Date 2015-12-21 Time 14:48 Rev Time 0.00
Received By ccole Date 2015-12-21 Time 14:48 Sent To  
Notes
2015-12-21 14:51:594TH REVIEW 2014 MECHANICAL
 PERMIT #15080178
 12/21/15
  
 THE PREVIOUS (3RD) REVIEW COMMENTS STILL EXIST. I HAVE
 PRINTED THEM BELOW FOR REVIEW.
 1) THE RE-SUBMITTED ENERGY CALCULATION FORM 506-2014
 MUST BE SIGNED BY THE " BUILDING'S OWNER, THE
 ARCHITECT, OR OTHER AUTHORIZED AGENT LEGALLY DESIGNATED
 BY THE BUILDING'S OWNER".- SEE PAGE 3 OF THE DOCUMENT
 AND SECTION C103.1.1.2 FBC-14 ENERGY CONSERVATION.
 2) FORM 506-2014: SEE PAGE 1 "CHECKLIST" ITEM #4 ON THE
 LIST AND COMPLETE THE "MANDATORY REQUIREMENTS"
 CHECKLIST BEGINNING ON PAGE 8.
 3) REFER TO 3RD REVIEW BUILDING COMMENT #7 REGARDING
 DESIGN PROFESSIONAL APPROVAL FOR PRODUCT APPROVALS AND
 NOA'S ( INCLUDING THE RTU CURB AND THE ROOF STAND).
 4) PLEASE PLACE A NOTE INDICATING ALL REFRIGERATION
 SYSTEMS INCLUDING THE WALK IN COOLER AND FREEZER, AND
 THE FLEX PACKWILL BE DONE UNDER SEPARATE PERMIT. PLEASE
 CLARIFY IF THE MOUNTING DETAILS FOR THE RTU'S SHOWN ON
 SHEET M1.1, AND THE THYBAR CURB ARE ALSO ALSO
 APPLICABLE TO THE FLEX PACK INSTALLATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2015-11-16 Cont ID  
Sent By ccole Date 2015-11-16 Time 12:48 Rev Time 0.00
Received By ccole Date 2015-11-12 Time 07:21 Sent To  
Notes
2015-11-12 08:39:553RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #15080178
 11/12/15
  
 1) THE RE-SUBMITTED ENERGY CALCULATION FORM 506-2014
 MUST BE SIGNED BY THE " BUILDING'S OWNER, THE
 ARCHITECT, OR OTHER AUTHORIZED AGENT LEGALLY DESIGNATED
 BY THE BUILDING'S OWNER".- SEE PAGE 3 OF THE DOCUMENT
 AND SECTION C103.1.1.2 FBC-14 ENERGY CONSERVATION.
 2) FORM 506-2014: SEE PAGE 1 "CHECKLIST" ITEM #4 ON THE
 LIST AND COMPLETE THE "MANDATORY REQUIREMENTS"
 CHECKLIST BEGINNING ON PAGE 8.
 3) REFER TO 3RD REVIEW BUILDING COMMENT #7 REGARDING
 DESIGN PROFESSIONAL APPROVAL FOR PRODUCT APPROVALS AND
 NOA'S ( INCLUDING THE RTU CURB AND THE ROOF STAND).
 4) PLEASE PLACE A NOTE INDICATING ALL REFRIGERATION
 SYSTEMS INCLUDING THE WALK IN COOLER AND FREEZER, AND
 THE FLEX PACKWILL BE DONE UNDER SEPARATE PERMIT. PLEASE
 CLARIFY IF THE MOUNTING DETAILS FOR THE RTU'S SHOWN ON
 SHEET M1.1, AND THE THYBAR CURB ARE ALSO ALSO
 APPLICABLE TO THE ROOF VENTILATOR AND THE FLEX PACK
 INSTALLATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-10-08 Cont ID  
Sent By ccole Date 2015-10-08 Time 07:19 Rev Time 0.00
Received By ccole Date 2015-10-08 Time 07:19 Sent To  
Notes
2015-10-08 07:35:312ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15080178
 10/8/15
  
 1) THE PREVIOUSLY SUBMITTED ENERGY CALCULATIONS WERE
 NOT RE-SUBMITTED WITH THE CORRECTED PLANS- REFER TO
 SECTIONS C101.3 & C101.5 FBC-14 ENERGY CONSERVATION AND
 PROVIDE THE CALCULATIONS.
 2) SHEET M1.1, DETAIL #5: SPECIFY THE THE TYPE, SIZE,
 AND SPACING OF THE CURB ANCHOR BOLTS.
 3) THE SUBMITTED NOA'S FOR THE ROOF TOP EQUIPMENT ARE
 INCOMPLETE. A) AC STAND NOA #13-1017.09: PAGES
 3,4,6,7,8, & 9 OF INSTALLATION DETAILS ARE MISSING. THE
 REMAINING INSTALLATION PAGES WERE REDUCED IN SIZE AND
 HAVE PRINT THAT IS TOO SMALL TO READ AND TO SCAN INTO
 THE BUILDING DEPARTMENT COMPUTER FILES. B) GREENHECK
 FAN #14-0513.10: INSTALLATION PAGES 1-7 HAVE PRINT TOO
 SMALL TO READ OR TO SCAN. C) THYBAR CORP. CURB
 #15-0218.11: INSTALL. SHEETS 1-5 HAVE PRINT TOO SMALL
 TO READ OR SCAN. PLEASE REFER TO SECTION 107.2.1 WPB
 AMENDMENTS TO THE FLORIDA BUILDING CODE AND PROVIDE
 LEGIBLE DOCUMENTS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-08-13 Cont ID  
Sent By ccole Date 2015-08-13 Time 16:38 Rev Time 0.00
Received By ccole Date 2015-08-13 Time 16:19 Sent To  
Notes
2015-08-13 16:46:081ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15080178
 8/13/15
  
 1) REFERENCE SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION AND PROVIDE COMPLIANCE SUBMITTALS-
 CALCULATION OF HEATING AND COOLING LOADS:
 DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE
 PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR
 ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE
 COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT
 WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE
 MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE
 SIZING CALCULATION SHALL BE SUBMITTED WITH THE
 APPLICATION FOR THE MECHANICAL PERMIT. HEATING AND
 COOLING LOADS SHALL BE ADJUSTED TO ACCOUNT FOR LOAD
 REDUCTIONS THAT ARE ACHIEVED WHEN ENERGY RECOVERY
 SYSTEMS ARE UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE
 WITH THE ASHRAE HVAC SYSTEMS AND EQUIPMENT HANDBOOK.
 ALTERNATIVELY, DESIGN LOADS SHALL BE DETERMINED BY AN
 APPROVED EQUIVALENT COMPUTATION PROCEDURE, USING THE
 DESIGN PARAMETERS SPECIFIED IN CHAPTER 3.
 2) PLEASE NOTE THAT THE CITY OF WEST PALM BEACH
 CONSTRUCTION SERVICES DIVISION REQUIRES SEPARATE
 PERMITS FOR REFRIGERATION SYSTEMS, AND KTICHEN HOOD AND
 EXHAUST SYSTEMS.
 3) PROVIDE DUCT SEALING AND ATTACHMENT DETAILS IN
 COMPLIANCE WITH TABLE C403.2.7.2 FBC-14 ENERGY
 CONSERVATION, AND DUCT SUPPORT DETAILS IN COMPLIANCE
 WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS- 2005.
 4) SHEET M1.1: REFERENCE SECTION 301.15 FBC-14
 MECHANICAL AND PROVIDE THE DESIGN WIND PRESSURES FOR
 THE ROOF TOP EQUIPMENT INSTALLATIONS. THE DETAILS SHOWN
 ON THE PLAN ARE FOR THE RTU AND FLEXPACK INSTALLATIONS-
 PLEASE ALSO PROVIDE DETAILS FOR THE FLEXPACK GRAVITY
 VENTILATOR.
 5) M1.1: SUBMIT TWO COPIES OF A CURRENT FLORIDA PRODUCT
 APPROVAL OR MIAMI-DADE NOA FOR THE CONDENSER ROOF STAND
 REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. THE
 ENGINEER SHALL CIRCLE, HIGHLIGHT, OR OTHERWISE MARK ALL
 DETAILS, NOTES, ANCHOR AND FASTENER SCHEDULES
 APPLICABLE TO THE PROPOSED INSTALLATION.
 6) PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE RTU'S AND
 FLEXPACK UNIT: SHOW THE TYPE AND SIZE OF CONDENSATE
 PIPES, PIPE RUNS, PIPE SUPPORTS, PIPE PROTECTION, AND
 CONDENSATE DISCHARGE LOCATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2015-12-18 Cont ID  
Sent By gjohnson Date 2015-12-18 Time 13:49 Rev Time 0.00
Received By gjohnson Date 2015-12-18 Time 13:49 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-11-10 Cont ID  
Sent By gjohnson Date 2015-11-10 Time 08:35 Rev Time 0.00
Received By gjohnson Date 2015-11-10 Time 08:35 Sent To  
Notes
2015-11-10 08:34:58 
 FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  PROVISO
 1. PROVIDE ON THE JOBSITE FOR INSPECTION TWO COPIES OF
 SIGNED AND SEALED MANUFACTURE SPECS FOR INSTALLATION
 /ANCHORING OF CO2 TANK.
  
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-10-04 Cont ID  
Sent By tklarge Date 2015-10-04 Time 04:30 Rev Time 0.00
Received By tklarge Date 2015-10-04 Time 08:36 Sent To  
Notes
2015-10-04 08:53:391) THE SUBMITTED ENGINEERING FOR THE CO2 TANK ARE
 COPIES AND CANNOT BE ACCEPTED.FL. ADMIN. CODE RULE
 62G15-23.002 REQUIRES A SEAL AND WET SIGNATURE.
 2) THE CIRCLED WIND LOAD IS FOR 140 MPH AND THE WIND
 ZONE FOR THIS AREA IS 170 MPH.
 3)THE CALCULATIONS FOR THE SCHIER GREASE TRAP SHALL BE
 REVIEWED BY SCHIER TO ENSURE CORRECT SIZING.2014
 FBC-PLUMBING SEC.1003.2. PLEASE CONTACT LEE
 SCHNEEWEISS, SCHIER REPRESENTATIVE AT
 1-800-538-4792.2ND REQUEST.
 4) SUBMIT ELEVATION DETAILS FOR THE DRINKING
 FOUNTAIN.COMPLY WITH 2014 FBC-ACCESSIBILITY SECS.306 &
 602.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-08-28 Cont ID  
Sent By tklarge Date 2015-08-28 Time 12:36 Rev Time 0.00
Received By tklarge Date 2015-08-27 Time 10:02 Sent To  
Notes
2015-08-28 11:00:131) A MINIMUM OF 2 DRINKING FOUNTAINS ARE REQUIRED IN
 ACCORDANCE WITH TABLE 403.1 AND FOOTNOTE (E) OF THE
 2014 FBC-PLUMBING AND ALSO FBC-ACCESSIBILITY SEC.
 211.2.
 2) SHT. A2.0 - SUBMIT ENGINEERING ON THE ANCHORING OF
 THE CO2 TANK. THE ANCHORING SHALL BE DESIGNED FOR 170
 MPH V ULT EXPOSURE B.
 3) THE BEVERAGE AND COFFEE MACHINES AND NONCARBONATED
 BEVERAGE DISPENSERS SHALL BE EQUIPPED WITH BACKFLOW
 PREVENTERS COMPLYING WITH ASSE 1022 PER THE 2014
 FBC-PLUMBING SECS.608.16.1 & 608.16.10.
 3) THE CALCULATIONS FOR THE SCHIER GREASE TRAP SHALL BE
 REVIEWED BY SCHIER TO ENSURE CORRECT SIZING.2014
 FBC-PLUMBING SEC.1003.2. PLEASE CONTACT LEE
 SCHNEEWEISS, SCHIER REPRESENTATIVE AT 1-800-538-4792.
 4) SHT. A2.2 - SUBMIT ROOF DRAINAGE CALCULATIONS. THE
 CALCULATIONS SHALL INCLUDE 1/2 THE AREA OF ANY VERTICAL
 WALL (PARAPET) THAT DIVERTS RAINWATTER TO THE ROOF. THE
 SCUPPERS SHALL BE SIZED IN ACCORDANCE WITH 2014
 FBC-PLUMBING TABLE 1106.7. INDICATE THE HEAD IN INCHES
 IN THE CALCULATIONS.
 5) SHT.A2.2 - SHOW THE DIMENSIONS OF THE OVERFLOW
 SCUPPERS ON THE PLANS.
 6) SUBMIT DETAILS ON THE CANOPY DOWNSPOUTS. WPB AMEND.
 TO FBC SEC. 107.2.1.
 7) SHT. A5.1 - DETAIL #3 - SHOW THE REQUIRED KNEE AND
 TOE CLEARANCES FOR THE LAVATORY PER 2014
 FBC-ACCESSIBILITY SEC. 306.
 8) SHT. A5.1 - DETAIL #4 - THE WATER CLOST SHALL BE
 16"- 18" TO THE CENTER FROM THE SIDE WALL PER 2014
 FBC-ACCESSIBILITY, SEC.604.2.
 9) SHT. A8.0 - EQUIPMENT #'S 113,195, 196, & 306 APPEAR
 HAVE THE OPERABLE PARTS OF THE EQUIPMENT OUTSIDE THE
 MAXIMUM REACH RANGES REQUIRED IN 2014 FBC SECS.227, 308
 & 309. INDICATE THE MAXIMUM WIDTH OF THE OBSTRUCTION
 FOR ALL EQUIPMENT ON THE COUNTERS.( SHOW THE DISTANCE
 THAT THE EQUIPMENT IS SET BACK FROM THE EDGE OF THE
 COUNTER. THIS WILL DETERMINE THE WIDTH OF THE
 "OBSTRUCTION." ) REFER TO 2014 FBC-ACCESSIBILITY,
 FIGURE 308.3.2.
 10.) SHT. P1.0 & P1.1- THE PLANS REFER TO CIVIL
 DRAWINGS FOR THE CONTINUATION OF THE 4' SEWER FROM THE
 ADJACENT TENANT SPACE AND ALSO FOR THE CONTINUATION OF
 THE WATER AND SEWER FORM THE 7-11. THERE ARE NO CIVIL
 DRAWINGS WITH THESE PLANS. CLARIFY.
 11) SHOW THE TERMINATION POINT OF THE RELIEF VALVE AND
 THE PAN DRAIN FROM THE WATER HEATER. COMPLY WITH 2014
 FBC-PLUMBING SECS.504.6, 504.7-504.7.2.
 12) SHT. P1.3 - SIZE ALL SECTIONS OF THE VENTING
 SYSTEM, SIZE ALL STACKS (WET & DRY SECTIONS.) WPB
 AMEND. TO FBC SEC. 107.2.1.
 13) SHT. P1.3 - THE STACK FOR THE 3" HUB DRAIN FOR
 CONDENSATE STARTS AS 3", A SECTION OF THE VENT IS 1
 1/2", AND THEN 3" THROUGH THE ROOF. CLARIFY.
 14) IF THE DEVELOPED LENGTH OF THE HOT WATER PIPING
 FROM THE SOURCE OF HOT WATER EXCEEDS 50 FEET THEN A HOT
 WATER RECIRCULATION LINE SHALL BE INSTALLED PER 2014
 FBC-PLUMBING SEC.607.2.
 15) THE MAXIMUM TEMPERATURE OF HOT WATER TO LAVATORIES
 IN PUBLIC RESTROOMS SHALL NOT EXCEED 110 DEGREES. 2014
 FBC-ENERGY SEC. C404.3 & C404.8.2.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status N Date 2015-12-29 Cont ID  
Sent By jwitmer Date 2015-12-29 Time 06:56 Rev Time 0.00
Received By jwitmer Date 2015-12-29 Time 06:56 Sent To  
Notes
2015-12-29 06:58:46ROOFING: DEFERRED SUBMITTALS. ROOFING PRODUCT APPROVALS
 TO BE SUBMITTED AFTER PERMIT ISSUANCE AS A SUBMITTAL TO
 BE REVIEWED BY THE DESIGNER OF RECORD BEFORE
 SUBMITTING TO THE BUILDING DEPARTMENT.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2015-10-16 Cont ID  
Sent By jwitmer Date 2015-10-16 Time 11:46 Rev Time 0.00
Received By jwitmer Date 2015-10-16 Time   Sent To  
Notes
2015-10-16 11:46:39ROOFING PLAN REVIEW
 W. P. B. PERMIT:15080178 / NEW 7/11 BUILDING
 ADD: 2100 45TH ST.
 CONT: TBD/ TO BE DETERMINED
 TEL: (???)???-????
 E-MAIL:????????????????
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2ND REVIEW
 DATE: FRI. OCT. 16/ 2015
 ACTION: DENIED
  
 1) 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)(D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS
 (G) PRE-ENGINEERED A/C STANDS
  
 ROOFING PRODUCT APPROVAL SUBMITTED NOA 13-0419.05 PAGE
 08 MAXIMUM DESIGN PRESSURE OF -45 AND LIMITATION NUMBER
 9 NO ENHANCED FASTENING IS ALLOWED!!!!!!!
  
 SKYLIGHT REPORT PTC IS A OLD 2007 REPORT UNDER RULE 9B.
 PLEASE NOTE RULE 9B ENDED OCT 31/ 2010. RULE 9N-3
 REPLACED THIS RULE NOV.01/2010. THERE HAS BEEN 2 CODE
 CYCLES THE 2010 AND 2014 FBC, PLEASE UPDATE EVALUATION
 REPORT. NOTE THE NOA 08-0305.02 POLYCARBONATE IS A
 EXPIRED REPORT ALSO.
  
 CARRIER ROOF TOP CURBS NOA 15-0218.11 PLEASE BE AWARE
 THERE IS A ISSUE WITH THE RESTRAINT BRACKET SHOWN ON
 SHEET 2 OF 5, ALSO SEE DETAIL OF RESTRAINT BRACKET ON
 SHEET 5 OF 5. SHEET 2 OF 5 INDICATES (7) # 10 TEK
 SCREWS THAT ARE TO HOLD THE RESTRAINT BRACKET TO THE
 ROOF CURB. PAGE 5 SHOWS THE BRACKET DOES NOT TURN DOWN
 THE INTERIOR OF THE CURB. HOW WILL THE RESTRAINT
 BRACKET BE HELD TO THE CURB.
 DISCREPANCY IN PLANS. 107.2.1.3. ADDITIONAL INFORMATION
 IS REQUIRED.
  
 NOA 14-0513.10 IS FOR THE ROOFTOP FANS, NO PRODUCT
 APPROVALS WAS SUBMITTED FOR THE CURB. HIGHLIGHT CIRCLE
 TYPE OF UNIT AND PRESSURES. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2015-08-24 Cont ID  
Sent By jwitmer Date 2015-08-24 Time 12:12 Rev Time 0.00
Received By jwitmer Date 2015-08-24 Time 10:00 Sent To  
Notes
2015-08-24 12:12:18THIS SUBMISSION NO ROOFING PRODUCT APPROVALS WERE
 SUBMITTED. 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) (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 2014 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.
  
 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 6 Status P Date 2016-06-24 Cont ID  
Sent By jroach Date 2016-06-24 Time 11:57 Rev Time 0.00
Received By jroach Date 2016-06-24 Time 11:57 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 5 Status F Date 2016-05-17 Cont ID  
Sent By jroach Date 2016-05-17 Time 14:59 Rev Time 0.00
Received By jroach Date 2016-05-13 Time 16:23 Sent To  
Notes
2016-05-17 15:03:19ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 05.17.2016
 PERMIT NO.: 15080178
 ADDRESS: 2100 45TH STREET
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW MULTI-TENANT BUILDING, INCLUDING
 7-ELEVEN CONVENIENCE STORE.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PURSUANT TO RESOLUTION NO. 189-15, PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT, THE CITY OF WEST PALM
 BEACH POLICE DEPARTMENT - CRIME PREVENTION UNIT SHALL
 REVIEW AND APPROVE ALL CONSTRUCTION DRAWINGS TO ENSURE
 THE ADHERENCE TO GENERALLY-ACCEPTED CRIME PREVENTION
 THROUGH ENVIRONMENTAL DESIGN PRINCIPLES, 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.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 WWW.WPB.ORG
  
 8/17/15
Review Stop Z ZONING
Rev No 4 Status F Date 2016-01-20 Cont ID  
Sent By jroach Date 2016-01-20 Time 10:41 Rev Time 0.00
Received By jroach Date 2016-01-20 Time 10:41 Sent To  
Notes
2016-01-20 10:41:09ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 01.20.2015
 PERMIT NO.: 15080178
 ADDRESS: 2100 45TH STREET
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW MULTI-TENANT BUILDING, INCLUDING
 7-ELEVEN CONVENIENCE STORE.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. TWO (2) COPIES OF A SITE PLAN SHALL BE PROVIDED. THE
 SITE PLAN SHALL PROVIDE THE FOLLOWING:
  
  A. DATE, NORTH ARROW, AND A GRAPHIC SCALE.
  
  B. VICINITY MAP SHOWING THE PROPERTY IN RELATION TO
 THE SURROUNDING AREA.
  
  C. LOCATION OF THE PROPERTY LINE, RIGHT-OF-WAY,
 PROPOSED/EXISTING EASEMENTS, WATER COURSES AND OTHER
 ESSENTIAL FEATURES.
  
  D. STREETS, DRIVEWAYS, INTERSECTIONS, CURBS CUTS AND
 TURNING LANES ADJACENT TO OR ACROSS FROM THE SUBJECT
 PROPERTY.
  
  E. THE OUTLINES OF ALL BUILDINGS SHOWING THEIR
 PROPOSED USES, SETBACKS, DIMENSIONS, FLOOR AREA, NUMBER
 OF STORIES, HEIGHT AND POINTS OF ACCESS.
  
  F. LOCATION AND DIMENSIONS OF ALL PERIMETER TREATMENT
 (SIDEWALKS, FENCES, WALLS, OR BERMS).
  
  G. LOCATION, HEIGHT AND SIZE OF ALL FREESTANDING SIGNS
 AND OTHER ACCESSORY STRUCTURES.
  
  H. MEANS OF VEHICULAR AND PEDESTRIAN ACCESS TO AND
 FROM THE SITE.
  
  I. LAYOUT AND LOCATION OF ALL OFF-STREET PARKING,
 LOADING AND OTHER VEHICULAR USE AREAS, INCLUDING WHERE
 APPLICABLE, THE DISTANCE FROM THE PRINCIPLE USES.
  
  J. LOCATION OF ALL DISABLED SPACES, RAMPS AND SIGNS.
  
  K. LOCATION OF EXISTING AND PROPOSED FIRE HYDRANTS (OR
 OPERATIONAL EQUIVALENTS) WITHIN 250 FEET OF THE
 PROPOSED STRUCTURE OR STRUCTURES.
  
  L. LOCATION AND SCREENING OF ALL GARBAGE RECEPTACLES.
  
  M. STANDARD CITY DETAILS OF PARKING (SMALL CAR,
 HANDICAP SPACE, STANDARD SPACE), HANDICAP RAMPS,
 DRIVEWAYS, DUMPSTERS AND SIGNS.
  
  N. LOCATION, DIMENSIONS AND SCREENING ALL OF PROPOSED
 SATELLITE DISHES.
  
  O. SUPPLY A DATA TABLE IN THE FOLLOWING FORMAT:
  
  I. EXISTING/PROPOSED LAND USE AND ZONING.
  
  II. TOTAL ACRES OF THE PROJECT.
  
  III. TOTAL GROSS BUILDING SQUARE FOOTAGE.
  
  IV. PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING
 COVERAGE & IMPERMEABLE SURFACE.
  
  V. ACRES AND PERCENT OF WATER BODIES.
  
  VI. DENSITY AND NUMBER OF DWELLING UNITS
 (RESIDENTIAL).
  
  VII. PARKING COMPUTATIONS (PARKING REQUIRED,
 PROVIDED, ETC.)
  
  VIII. FLOOR AREA RATIO (FAR).
  
 2. PURSUANT TO RESOLUTION NO. 189-15, PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT:
  
  A. ONE (1) OF THE FOLLOWING SHALL OCCUR:
  
  I. THE EXISTING 12 FOOT UTILITY EASEMENT, AS
 DEDICATED AND SHOWN ON THE PLAT OF VILLAGE PROMENADE,
 RECORDED IN PLAT BOOK 51, PAGE 120 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA, SHALL BE
 ABANDONED; OR
  
  II. THE DEVELOPER SHALL OBTAIN CONSENT FROM ALL
 UTILITY COMPANIES FOR ALL IMPROVEMENTS PROPOSED WITHIN
 THE ABOVE-REFERENCED UTILITY EASEMENT; OR
  
  III. THE PLANS SHALL BE REVISED TO REMOVE OR RELOCATE
 ALL IMPROVEMENTS PROPOSED WITHIN THE ABOVE-REFERENCED
 UTILITY EASEMENT.
  
  B. THE DEVELOPER SHALL OBTAIN WRITTEN APPROVAL FROM
 PERINI LAND AND DEVELOPMENT COMPANY, OR ITS SUCCESSORS
 OR ASSIGNS, IN ACCORDANCE WITH THAT COVENANT AND
 CONDITION DISCLOSED BY WARRANTY DEED RECORDED IN
 OFFICIAL RECORDS BOOK 4469, PAGE 541 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA.
  
  C. THE CITY OF WEST PALM BEACH POLICE DEPARTMENT -
 CRIME PREVENTION UNIT SHALL REVIEW AND APPROVE ALL
 CONSTRUCTION DRAWINGS TO ENSURE THE ADHERENCE TO
 GENERALLY-ACCEPTED CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN PRINCIPLES, 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.
  
 3. A LANDSCAPE PERMIT APPLICATION SHALL BE SUBMITTED
 ALONG WITH TWO (2) SETS OF SIGNED/SEALED LANDSCAPE
 PLANS AND A CERTIFIED COST ESTIMATE (MATERIALS +
 LABOR).
  
 4. A SEPARATE PERMIT APPLICATION SHALL BE SUBMITTED FOR
 SITE LIGHTING ALONG WITH TWO (2) SETS OF PHOTOMETRIC
 PLANS, DETAILS/SPECS/ETC. OF THE PROPOSED FIXTURES AND
 POLES, ETC.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 WWW.WPB.ORG
  
 8/17/15
Review Stop Z ZONING
Rev No 3 Status F Date 2015-11-18 Cont ID  
Sent By jroach Date 2015-11-18 Time 10:07 Rev Time 0.00
Received By jroach Date 2015-11-18 Time 10:07 Sent To  
Notes
2015-11-18 10:07:27ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 11.18.2015
 PERMIT NO.: 15080178
 ADDRESS: 2100 45TH STREET
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW MULTI-TENANT BUILDING, INCLUDING
 7-ELEVEN CONVENIENCE STORE.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. TWO (2) COPIES OF A CURRENT AND ACCURATE SURVEY
 SHALL BE PROVIDED.
  
 2. TWO (2) COPIES OF A SITE PLAN SHALL BE PROVIDED. THE
 SITE PLAN SHALL PROVIDE THE FOLLOWING:
  
  A. DATE, NORTH ARROW, AND A GRAPHIC SCALE.
  
  B. VICINITY MAP SHOWING THE PROPERTY IN RELATION TO
 THE SURROUNDING AREA.
  
  C. LOCATION OF THE PROPERTY LINE, RIGHT-OF-WAY,
 PROPOSED/EXISTING EASEMENTS, WATER COURSES AND OTHER
 ESSENTIAL FEATURES.
  
  D. STREETS, DRIVEWAYS, INTERSECTIONS, CURBS CUTS AND
 TURNING LANES ADJACENT TO OR ACROSS FROM THE SUBJECT
 PROPERTY.
  
  E. THE OUTLINES OF ALL BUILDINGS SHOWING THEIR
 PROPOSED USES, SETBACKS, DIMENSIONS, FLOOR AREA, NUMBER
 OF STORIES, HEIGHT AND POINTS OF ACCESS.
  
  F. LOCATION AND DIMENSIONS OF ALL PERIMETER TREATMENT
 (SIDEWALKS, FENCES, WALLS, OR BERMS).
  
  G. LOCATION, HEIGHT AND SIZE OF ALL FREESTANDING SIGNS
 AND OTHER ACCESSORY STRUCTURES.
  
  H. MEANS OF VEHICULAR AND PEDESTRIAN ACCESS TO AND
 FROM THE SITE.
  
  I. LAYOUT AND LOCATION OF ALL OFF-STREET PARKING,
 LOADING AND OTHER VEHICULAR USE AREAS, INCLUDING WHERE
 APPLICABLE, THE DISTANCE FROM THE PRINCIPLE USES.
  
  J. LOCATION OF ALL DISABLED SPACES, RAMPS AND SIGNS.
  
  K. LOCATION OF EXISTING AND PROPOSED FIRE HYDRANTS (OR
 OPERATIONAL EQUIVALENTS) WITHIN 250 FEET OF THE
 PROPOSED STRUCTURE OR STRUCTURES.
  
  L. LOCATION AND SCREENING OF ALL GARBAGE RECEPTACLES.
  
  M. STANDARD CITY DETAILS OF PARKING (SMALL CAR,
 HANDICAP SPACE, STANDARD SPACE), HANDICAP RAMPS,
 DRIVEWAYS, DUMPSTERS AND SIGNS.
  
  N. LOCATION, DIMENSIONS AND SCREENING ALL OF PROPOSED
 SATELLITE DISHES.
  
  O. SUPPLY A DATA TABLE IN THE FOLLOWING FORMAT:
  
  I. EXISTING/PROPOSED LAND USE AND ZONING.
  
  II. TOTAL ACRES OF THE PROJECT.
  
  III. TOTAL GROSS BUILDING SQUARE FOOTAGE.
  
  IV. PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING
 COVERAGE & IMPERMEABLE SURFACE.
  
  V. ACRES AND PERCENT OF WATER BODIES.
  
  VI. DENSITY AND NUMBER OF DWELLING UNITS
 (RESIDENTIAL).
  
  VII. PARKING COMPUTATIONS (PARKING REQUIRED,
 PROVIDED, ETC.)
  
  VIII. FLOOR AREA RATIO (FAR).
  
 3. PURSUANT TO RESOLUTION NO. 189-15, PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT:
  
  A. ONE (1) OF THE FOLLOWING SHALL OCCUR:
  
  I. THE EXISTING 12 FOOT UTILITY EASEMENT, AS
 DEDICATED AND SHOWN ON THE PLAT OF VILLAGE PROMENADE,
 RECORDED IN PLAT BOOK 51, PAGE 120 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA, SHALL BE
 ABANDONED; OR
  
  II. THE DEVELOPER SHALL OBTAIN CONSENT FROM ALL
 UTILITY COMPANIES FOR ALL IMPROVEMENTS PROPOSED WITHIN
 THE ABOVE-REFERENCED UTILITY EASEMENT; OR
  
  III. THE PLANS SHALL BE REVISED TO REMOVE OR RELOCATE
 ALL IMPROVEMENTS PROPOSED WITHIN THE ABOVE-REFERENCED
 UTILITY EASEMENT.
  
  B. THE DEVELOPER SHALL OBTAIN WRITTEN APPROVAL FROM
 PERINI LAND AND DEVELOPMENT COMPANY, OR ITS SUCCESSORS
 OR ASSIGNS, IN ACCORDANCE WITH THAT COVENANT AND
 CONDITION DISCLOSED BY WARRANTY DEED RECORDED IN
 OFFICIAL RECORDS BOOK 4469, PAGE 541 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA.
  
  C. THE CITY OF WEST PALM BEACH POLICE DEPARTMENT -
 CRIME PREVENTION UNIT SHALL REVIEW AND APPROVE ALL
 CONSTRUCTION DRAWINGS TO ENSURE THE ADHERENCE TO
 GENERALLY-ACCEPTED CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN PRINCIPLES, 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.
  
 4. A LANDSCAPE PERMIT APPLICATION SHALL BE SUBMITTED
 ALONG WITH TWO (2) SETS OF SIGNED/SEALED LANDSCAPE
 PLANS AND A CERTIFIED COST ESTIMATE (MATERIALS +
 LABOR).
  
 5. A SEPARATE PERMIT APPLICATION SHALL BE SUBMITTED FOR
 SITE LIGHTING ALONG WITH TWO (2) SETS OF PHOTOMETRIC
 PLANS, DETAILS/SPECS/ETC. OF THE PROPOSED FIXTURES AND
 POLES, ETC.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 WWW.WPB.ORG
  
 8/17/15
Review Stop Z ZONING
Rev No 2 Status F Date 2015-10-21 Cont ID  
Sent By jroach Date 2015-10-21 Time 10:24 Rev Time 0.00
Received By jroach Date 2015-10-21 Time 10:24 Sent To  
Notes
2015-10-21 10:27:18ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 10.21.2015
 PERMIT NO.: 15080178
 ADDRESS: 2100 45TH STREET
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW MULTI-TENANT BUILDING, INCLUDING
 7-ELEVEN CONVENIENCE STORE.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. TWO (2) COPIES OF A CURRENT AND ACCURATE SURVEY
 SHALL BE PROVIDED.
  
 2. TWO (2) COPIES OF A SITE PLAN SHALL BE PROVIDED. THE
 SITE PLAN SHALL PROVIDE THE FOLLOWING:
  
  A. DATE, NORTH ARROW, AND A GRAPHIC SCALE.
  
  B. VICINITY MAP SHOWING THE PROPERTY IN RELATION TO
 THE SURROUNDING AREA.
  
  C. LOCATION OF THE PROPERTY LINE, RIGHT-OF-WAY,
 PROPOSED/EXISTING EASEMENTS, WATER COURSES AND OTHER
 ESSENTIAL FEATURES.
  
  D. STREETS, DRIVEWAYS, INTERSECTIONS, CURBS CUTS AND
 TURNING LANES ADJACENT TO OR ACROSS FROM THE SUBJECT
 PROPERTY.
  
  E. THE OUTLINES OF ALL BUILDINGS SHOWING THEIR
 PROPOSED USES, SETBACKS, DIMENSIONS, FLOOR AREA, NUMBER
 OF STORIES, HEIGHT AND POINTS OF ACCESS.
  
  F. LOCATION AND DIMENSIONS OF ALL PERIMETER TREATMENT
 (SIDEWALKS, FENCES, WALLS, OR BERMS).
  
  G. LOCATION, HEIGHT AND SIZE OF ALL FREESTANDING SIGNS
 AND OTHER ACCESSORY STRUCTURES.
  
  H. MEANS OF VEHICULAR AND PEDESTRIAN ACCESS TO AND
 FROM THE SITE.
  
  I. LAYOUT AND LOCATION OF ALL OFF-STREET PARKING,
 LOADING AND OTHER VEHICULAR USE AREAS, INCLUDING WHERE
 APPLICABLE, THE DISTANCE FROM THE PRINCIPLE USES.
  
  J. LOCATION OF ALL DISABLED SPACES, RAMPS AND SIGNS.
  
  K. LOCATION OF EXISTING AND PROPOSED FIRE HYDRANTS (OR
 OPERATIONAL EQUIVALENTS) WITHIN 250 FEET OF THE
 PROPOSED STRUCTURE OR STRUCTURES.
  
  L. LOCATION AND SCREENING OF ALL GARBAGE RECEPTACLES.
  
  M. STANDARD CITY DETAILS OF PARKING (SMALL CAR,
 HANDICAP SPACE, STANDARD SPACE), HANDICAP RAMPS,
 DRIVEWAYS, DUMPSTERS AND SIGNS.
  
  N. LOCATION, DIMENSIONS AND SCREENING ALL OF PROPOSED
 SATELLITE DISHES.
  
  O. SUPPLY A DATA TABLE IN THE FOLLOWING FORMAT:
  
  I. EXISTING/PROPOSED LAND USE AND ZONING.
  
  II. TOTAL ACRES OF THE PROJECT.
  
  III. TOTAL GROSS BUILDING SQUARE FOOTAGE.
  
  IV. PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING
 COVERAGE & IMPERMEABLE SURFACE.
  
  V. ACRES AND PERCENT OF WATER BODIES.
  
  VI. DENSITY AND NUMBER OF DWELLING UNITS
 (RESIDENTIAL).
  
  VII. PARKING COMPUTATIONS (PARKING REQUIRED,
 PROVIDED, ETC.)
  
  VIII. FLOOR AREA RATIO (FAR).
  
 3. PURSUANT TO RESOLUTION NO. 189-15, PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT:
  
  A. ONE (1) OF THE FOLLOWING SHALL OCCUR:
  
  I. THE EXISTING 12 FOOT UTILITY EASEMENT, AS
 DEDICATED AND SHOWN ON THE PLAT OF VILLAGE PROMENADE,
 RECORDED IN PLAT BOOK 51, PAGE 120 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA, SHALL BE
 ABANDONED; OR
  
  II. THE DEVELOPER SHALL OBTAIN CONSENT FROM ALL
 UTILITY COMPANIES FOR ALL IMPROVEMENTS PROPOSED WITHIN
 THE ABOVE-REFERENCED UTILITY EASEMENT; OR
  
  III. THE PLANS SHALL BE REVISED TO REMOVE OR RELOCATE
 ALL IMPROVEMENTS PROPOSED WITHIN THE ABOVE-REFERENCED
 UTILITY EASEMENT.
  
  B. THE DEVELOPER SHALL OBTAIN WRITTEN APPROVAL FROM
 PERINI LAND AND DEVELOPMENT COMPANY, OR ITS SUCCESSORS
 OR ASSIGNS, IN ACCORDANCE WITH THAT COVENANT AND
 CONDITION DISCLOSED BY WARRANTY DEED RECORDED IN
 OFFICIAL RECORDS BOOK 4469, PAGE 541 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA.
  
  C. THE CITY OF WEST PALM BEACH POLICE DEPARTMENT -
 CRIME PREVENTION UNIT SHALL REVIEW AND APPROVE ALL
 CONSTRUCTION DRAWINGS TO ENSURE THE ADHERENCE TO
 GENERALLY-ACCEPTED CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN PRINCIPLES, 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.
  
 4. A LANDSCAPE PERMIT APPLICATION SHALL BE SUBMITTED
 ALONG WITH TWO (2) SETS OF SIGNED/SEALED LANDSCAPE
 PLANS AND A CERTIFIED COST ESTIMATE (MATERIALS +
 LABOR).
  
 5. A SEPARATE PERMIT APPLICATION SHALL BE SUBMITTED FOR
 SITE LIGHTING ALONG WITH TWO (2) SETS OF PHOTOMETRIC
 PLANS, DETAILS/SPECS/ETC. OF THE PROPOSED FIXTURES AND
 POLES, ETC.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 WWW.WPB.ORG
  
 8/17/15
Review Stop Z ZONING
Rev No 1 Status F Date 2015-09-10 Cont ID  
Sent By jroach Date 2015-09-10 Time 14:42 Rev Time 0.00
Received By jroach Date 2015-09-10 Time 14:42 Sent To  
Notes
2015-09-10 15:01:09ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 08.21.2015
 PERMIT NO.: 15080178
 ADDRESS: 2100 45TH STREET
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: NEW MULTI-TENANT BUILDING, INCLUDING
 7-ELEVEN CONVENIENCE STORE.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. TWO (2) COPIES OF A CURRENT AND ACCURATE SURVEY
 SHALL BE PROVIDED.
  
 2. TWO (2) COPIES OF A SITE PLAN SHALL BE PROVIDED. THE
 SITE PLAN SHALL PROVIDE THE FOLLOWING:
  
  A. DATE, NORTH ARROW, AND A GRAPHIC SCALE.
  
  B. VICINITY MAP SHOWING THE PROPERTY IN RELATION TO
 THE SURROUNDING AREA.
  
  C. LOCATION OF THE PROPERTY LINE, RIGHT-OF-WAY,
 PROPOSED/EXISTING EASEMENTS, WATER COURSES AND OTHER
 ESSENTIAL FEATURES.
  
  D. STREETS, DRIVEWAYS, INTERSECTIONS, CURBS CUTS AND
 TURNING LANES ADJACENT TO OR ACROSS FROM THE SUBJECT
 PROPERTY.
  
  E. THE OUTLINES OF ALL BUILDINGS SHOWING THEIR
 PROPOSED USES, SETBACKS, DIMENSIONS, FLOOR AREA, NUMBER
 OF STORIES, HEIGHT AND POINTS OF ACCESS.
  
  F. LOCATION AND DIMENSIONS OF ALL PERIMETER TREATMENT
 (SIDEWALKS, FENCES, WALLS, OR BERMS).
  
  G. LOCATION, HEIGHT AND SIZE OF ALL FREESTANDING SIGNS
 AND OTHER ACCESSORY STRUCTURES.
  
  H. MEANS OF VEHICULAR AND PEDESTRIAN ACCESS TO AND
 FROM THE SITE.
  
  I. LAYOUT AND LOCATION OF ALL OFF-STREET PARKING,
 LOADING AND OTHER VEHICULAR USE AREAS, INCLUDING WHERE
 APPLICABLE, THE DISTANCE FROM THE PRINCIPLE USES.
  
  J. LOCATION OF ALL DISABLED SPACES, RAMPS AND SIGNS.
  
  K. LOCATION OF EXISTING AND PROPOSED FIRE HYDRANTS (OR
 OPERATIONAL EQUIVALENTS) WITHIN 250 FEET OF THE
 PROPOSED STRUCTURE OR STRUCTURES.
  
  L. LOCATION AND SCREENING OF ALL GARBAGE RECEPTACLES.
  
  M. STANDARD CITY DETAILS OF PARKING (SMALL CAR,
 HANDICAP SPACE, STANDARD SPACE), HANDICAP RAMPS,
 DRIVEWAYS, DUMPSTERS AND SIGNS.
  
  N. LOCATION, DIMENSIONS AND SCREENING ALL OF PROPOSED
 SATELLITE DISHES.
  
  O. SUPPLY A DATA TABLE IN THE FOLLOWING FORMAT:
  
  I. EXISTING/PROPOSED LAND USE AND ZONING.
  
  II. TOTAL ACRES OF THE PROJECT.
  
  III. TOTAL GROSS BUILDING SQUARE FOOTAGE.
  
  IV. PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING
 COVERAGE & IMPERMEABLE SURFACE.
  
  V. ACRES AND PERCENT OF WATER BODIES.
  
  VI. DENSITY AND NUMBER OF DWELLING UNITS
 (RESIDENTIAL).
  
  VII. PARKING COMPUTATIONS (PARKING REQUIRED,
 PROVIDED, ETC.)
  
  VIII. FLOOR AREA RATIO (FAR).
  
 3. PURSUANT TO RESOLUTION NO. 189-15, PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT:
  
  A. ONE (1) OF THE FOLLOWING SHALL OCCUR:
  
  I. THE EXISTING 12 FOOT UTILITY EASEMENT, AS
 DEDICATED AND SHOWN ON THE PLAT OF VILLAGE PROMENADE,
 RECORDED IN PLAT BOOK 51, PAGE 120 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA, SHALL BE
 ABANDONED; OR
  
  II. THE DEVELOPER SHALL OBTAIN CONSENT FROM ALL
 UTILITY COMPANIES FOR ALL IMPROVEMENTS PROPOSED WITHIN
 THE ABOVE-REFERENCED UTILITY EASEMENT; OR
  
  III. THE PLANS SHALL BE REVISED TO REMOVE OR RELOCATE
 ALL IMPROVEMENTS PROPOSED WITHIN THE ABOVE-REFERENCED
 UTILITY EASEMENT.
  
  B. THE DEVELOPER SHALL OBTAIN WRITTEN APPROVAL FROM
 PERINI LAND AND DEVELOPMENT COMPANY, OR ITS SUCCESSORS
 OR ASSIGNS, IN ACCORDANCE WITH THAT COVENANT AND
 CONDITION DISCLOSED BY WARRANTY DEED RECORDED IN
 OFFICIAL RECORDS BOOK 4469, PAGE 541 OF THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA.
  
  C. THE CITY OF WEST PALM BEACH POLICE DEPARTMENT ?
 CRIME PREVENTION UNIT SHALL REVIEW AND APPROVE ALL
 CONSTRUCTION DRAWINGS TO ENSURE THE ADHERENCE TO
 GENERALLY-ACCEPTED CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN PRINCIPLES, 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.
  
 4. A LANDSCAPE PERMIT APPLICATION SHALL BE SUBMITTED
 ALONG WITH TWO (2) SETS OF SIGNED/SEALED LANDSCAPE
 PLANS AND A CERTIFIED COST ESTIMATE (MATERIALS +
 LABOR).
  
 5. A SEPARATE PERMIT APPLICATION SHALL BE SUBMITTED FOR
 SITE LIGHTING ALONG WITH TWO (2) SETS OF PHOTOMETRIC
 PLANS, DETAILS/SPECS/ETC. OF THE PROPOSED FIXTURES AND
 POLES, ETC.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 WWW.WPB.ORG
  
2015-08-17 11:10:278/17/15


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