Plan Review Details - Permit 20050889
Plan Review Stops For Permit 20050889
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2020-06-22 Cont ID  
Sent By cpuell Date 2020-06-22 Time 10:34 Rev Time 0.00
Received By cpuell Date 2020-06-22 Time 10:33 Sent To  
Notes
2020-06-22 10:34:43STORE LAYOUT TO REMAIN, ADDRESS TO REMAIN THE SAME
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2020-06-15 Cont ID  
Sent By cpuell Date 2020-06-15 Time 08:37 Rev Time 0.00
Received By cpuell Date 2020-06-15 Time 08:37 Sent To  
Notes
2020-06-15 08:37:00WILL THE MAIN ENTRANCE BE ON NORTHPOINT PARKWAY OR 45TH
 ST? PLEASE CONTACT [email protected] TO DISCUSS ADDRESS.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status P Date 2021-04-30 Cont ID  
Sent By scwelter Date 2021-04-30 Time 11:15 Rev Time 0.00
Received By scwelter Date   Time   Sent To  
Notes
2021-04-30 11:17:14DEVELOPER SATISFIED THE REQUIREMENT FOR PUBLIC ART ON
 4.29.2021
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2020-10-14 Cont ID  
Sent By jwitmer Date 2020-10-14 Time 08:14 Rev Time 0.00
Received By jwitmer Date 2020-10-14 Time 07:59 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-10-01 Cont ID  
Sent By jwitmer Date 2020-10-01 Time 09:33 Rev Time 0.00
Received By jwitmer Date 2020-10-01 Time 09:15 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-08-31 Cont ID  
Sent By jwitmer Date 2020-08-31 Time 11:29 Rev Time 0.00
Received By jwitmer Date 2020-08-31 Time 09:43 Sent To  
Notes
2020-08-31 11:29:312017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20050889
 ADD: 2995 45TH ST. MANUFACTURED BUILDING /MERCANTILE /
 CONVENIENCE STORE
 CONT: TBD / TO BE DETERMINED
 TEL: ???????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: MON. AUGUST 31ST/ 2020
 ACTION: DENIED
 MANUFACTURERED BUILDING:
 MANUFACTURER: MADISON IND. INC. OF GEORGIA
 APPROVING AGENCY: PROFESSIONAL SERVICES INDUSTRIES
 PLAN TRACKING # 36616
  
 1)COMPLIED.
  
 2) COMPLIED. NEW VALUE $1,494,813.00.
  
 2A) COMPLIED/ NOTE ONLY, PLAN REVIEW SHEETS ASSOCIATED
 WITH DUMPSTER ARE UNDER SEPARATE PERMIT, REVIEW AND
 ASSOCIATED FEES.
  
 2B)COMPLIED/ NTE ONLY. PLAN REVIEW SHEETS ASSOCIATED
 WITH CANOPY ARE UNDER SEPARATE PERMIT, REVIEW AND
 ASSOCIATED FEES.
  
 2C) COMPLIED/ NOTE ONLY.SHEETS THAT ARE ASSOCIATED WITH
 THE UNDERGROUND FUEL STORAGE TANKS, PIPES AND
 DISPENSERS ARE UNDER SEPARATE PERMIT AND ASSOCIATED
 FEES.
  
 3-5) COMPLIED.
  
 6A-B) COMPLIED.
  
 6C) 2ND REQUEST. THE SITE PLAN APPROVAL PROCESS IS TO
 SEE IF THERE ARE ANY OVERALL FLAWS IN THE PROJECT THAT
 WOULD NOT ALLOW APPROVAL OF THE PROJECT, OTHERWISE WHY
 NEEDE THE PLAN REVIEW PROCESS. THE ACCESSIBILITY CODE
 IS VERY SPECIFIC WHEN THERE ARE MULTIPLE ENTRANCES TO A
 FACILITY OR MULTIPLE RETAIL STORES. ALL SPACES
 (PARKING) WHERE PARKING SERVES MORE THAN ONE ACCESSIBLE
 ENTRANCE, PARKING SPACES COMPLYING WITH 502 SHALL BE
 DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE ROUTE
 TO THE ACCESSIBLE ENTRANCE. SEE 2017 FBC-ACCESSIBILITY
 CODE SECTION 208.3.1.
  
 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
  
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
  
 1ST ROUND OF COMMENTS. SHEET C-4 & A3.1. ACCESSIBLE
 PARKING SPACES. 208.3. LOCATION. PARKING SPACES
 COMPLYING WITH 502 THAT SERVE A PARTICULAR BUILDING OR
 FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE
 ROUTE FROM PARKING TO AN ENTRANCE COMPLYING WITH 206.4.
  
 7A-B) COMPLIED.
  
 8) IMPACT FEES - DIGITAL SUBMITTALS: PLEASE NOTE IF THE
 NEW PROPOSED STORE IS SMALLER THAN THE EXISTING STORE
 IMPACT FEE CREDITS MAYBE AVAILABLE IF LARGER THEN FEES
 MAYBE OWED. PLANS WILL BE REVIEWED BY THE PBC IMPACT
 FEE OFFICE DIGITALLY VIA PROJECT DOX UPON NOTIFICATION
 BY THIS OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE
 NEAREST FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT
 FEE OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE
 MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT
 AND NAME THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE.
 THE FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZ
 B/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 9) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-06-22 Cont ID  
Sent By jwitmer Date 2020-06-22 Time 16:01 Rev Time 0.00
Received By jwitmer Date 2020-06-22 Time 08:32 Sent To  
Notes
2020-06-22 16:01:102017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20050889
 ADD: 2995 45TH ST. MANUFACTURED BUILDING /MERCANTILE /
 CONVENIENCE STORE
 CONT: TBD / TO BE DETERMINED
 TEL: ???????????????
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: MON. JUNE 22/ 2020
 ACTION: DENIED
 MANUFACTURERED BUILDING:
 MANUFACTURER: MADISON IND. INC. OF GEORGIA
 APPROVING AGENCY: PROFESSIONAL SERVICES INDUSTRIES
 PLAN TRACKING # 36616
  
 1) PLEASE SUBMIT A CURRENT SURVEY SINCE THE AREA IS
 KNOWN TO HAVE LABELED FLOOD ZONES. FBC BUILDING 1612
 AND CITY OF WPB CODE OF SECTION 94-546.
  
 2) PLEASE NOTE THE VALUE OF THIS PROJECT CAME IN AS
 $1,085,000.00 DOLLARS IN VALUE. THE SQUARE FOOTAGE OF
 THE PROJECT THE BUILDING 5411, ROOFED OVER PATIO 670
 SQ. FT. OR A TOTAL BUILDING AREA OF 6,061 SQ. FT. WHEN
 USING THE ICC EVALUATION TABLES THE VALUE IS JUST UNDER
 DOUBLE THE VALUE OF THE ICC TABLES. 109.3* BUILDING
 PERMIT VALUATION. IT WOULD APPEAR THAT FUNDS NEED TO BE
 BACKED OUT FOR THE LISTED PERMITS BELOW THAT TAKE A
 SEPARATE PERMIT, REVIEW AND ASSOCIATED PERMIT FEES.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 2A) PLAN REVIEW SHEETS ASSOCIATED WITH DUMPSTER ARE
 UNDER SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.
  
 2B) PLAN REVIEW SHEETS ASSOCIATED WITH CANOPY ARE UNDER
 SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.
  
 2C) SHEETS THAT ARE ASSOCIATED WITH THE UNDERGROUND
 FUEL STORAGE TANKS, PIPES AND DISPENSERS ARE UNDER
 SEPARATE PERMIT AND ASSOCIATED FEES.
  
 3) NOTICE ONLY, THE 2017 FBC-B SECTION 458 MANUFACTURED
 BUILDINGS. SEE 458.4. AND 102.2 ( E )(STATE APPROVED
 PLANS) DEAL WITH THE SITE PLANS FOR THE FOUNDATION WORK
 (A-1.2) AND WELD PLATE/ EMBEDS FOR THE FOUNDATION SHEET
 (A-1.1).THE STATE APPROVED PLANS MANUFACTURERED
 BUILDING WEBSITE) STATE ON THESE SHEETS, NOT PART OF
 THE APPROVED STATE PLAN PACKAGE. SEPARATE FOUNDATION
 PLANS ARE REQUIRED, AND TO BE SIGNED AND SEALED BY THE
 DESIGNER OF RECORD.
  
 4) IN VIEWING THE APPROVED PLANS ONLINE AS WELL AS THE
 APPROVED PLANS UPLOADED THERE IS A NOTE BY THE PSI
 APPROVAL STATING WORK TO BE DONE IN THE FIELD, (*) BY
 THE G. C., THE 2ND PORTION OF THE NOTE STATES (STAR)
 WORK TO BE COMPLETED BY MADISON FIELD ERECTOR? WOULDN?T
 THE MADISON PERSONNEL ONLY BE COVERED WHEN THEY WORK AT
 THE PLANT, WHAT TYPE OF LICENSURE DOES MADISON HAVE
 ALLOWING WORKERS TO BE IN THE FIELD ?
  
 5) IT WOULD APPEAR THAT THE STATE APPROVAL IS FOR ONLY
 WHAT WORK WAS DONE IN THE FACTORY AND DOES NOT COVER
 THE BUILDING CLADDING THAT IS TO BE COMPLETED BY THE G.
 C, AT THE JOBSITE, THE STATE APPROVED PLANS INDICATE A
 BRICK FA?ADE IS TO BE ANCHORED TO THE BUILDING
 SHEATHING BUT NO REFERENCE WAS FOUND AS TO COMPLIANCE
 WITH THE 2017 FBC-B SECTION 1405.6ANCHORED MASONRY
 VENEERS.
  
 6A) SHEET C-4 SHOWS THE PARKING LOT AND IDENTIFIES
 ELEVATIONS OF THE PARKING LOT SURFACE. THE FRONT ENTRY
 ACCESSIBLE PARKING SPACE IS OF CONCERN. WITHIN THE
 ACCESSIBLE PARKING ACCESS AISLE THERE IS AN ELEVATION
 MARKER OF 18.16 FEET. JUST TO THE EAST THERE IS ANOTHER
 MARKER INDICATING 17.53 FEET THAT IS OVER ? FOOT OF
 GRADE CHANGE IN APPROXIMATELY 8 FEET. THIS DOES NOT
 COMPLY WITH THE 2017 ACCESSIBILITY CODE SECTION 502.4.
 PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
 COMPLY WITH 302. ACCESS AISLES SHALL BE AT THE SAME
 LEVEL AS THE PARKING SPACES THEY SERVE.
  
 6B) SHEET C-4, IT IS HARD TO DETERMINE IF THERE IS A
 RAISED CURB AT THE ACCESSIBLE PARKING SPACE AT THE
 FRONT ENTRY OR THE ACCESSIBLE PARKING SPACE JUST WEST
 OF THE BUILDING. IF THERE IS A RAISED CURB THEN THERE
 SHOULD BE CURB CUTS. IF THERE IS RAISED SIDEWALKS THEN
 THE PLANS NEED TO SHOW COMPLIANCE WITH ACCESS. CODE
 406.3.
  
 6C) SHEET C-4 & A3.1. ACCESSIBLE PARKING SPACES. 208.3.
 LOCATION. PARKING SPACES COMPLYING WITH 502THAT SERVE A
 PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON THE
 SHORTEST ACCESSIBLE ROUTE FROM PARKING TO AN ENTRANCE
 COMPLYING WITH 206.4.
  
 7A) IF THE STATE APPROVED PLAN DOESN?T INCLUDE ROOF TOP
 CONDENSING STANDS AND THEY CONDENSING UNITS FOR EITHER
 THE BUILDING AND OR COOLERS THEN PRODUCT APPROVALS
 WOULD BE REQUIRED. 2017 FBC-B 1604.4 ANALYSIS. LOAD
 EFFECTS ON STRUCTURAL MEMBERS AND THEIR CONNECTIONS
 SHALL BE DETERMINED BY METHODS OF STRUCTURAL ANALYSIS
 THAT TAKE INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY,
 GEOMETRIC COMPATIBILITY AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS.
  
 7B) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 8) IMPACT FEES - DIGITAL SUBMITTALS: PLEASE NOTE IF THE
 NEW PROPOSED STORE IS SMALLER THAN THE EXISTING STORE
 IMPACT FEE CREDITS MAYBE AVAILABLE IF LARGER THEN FEES
 MAYBE OWED. PLANS WILL BE REVIEWED BY THE PBC IMPACT
 FEE OFFICE DIGITALLY VIA PROJECT DOX UPON NOTIFICATION
 BY THIS OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE
 NEAREST FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT
 FEE OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE
 MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT
 AND NAME THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE.
 THE FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZ
 B/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 9) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-08-31 Cont ID  
Sent By jleahy Date 2020-08-31 Time 15:25 Rev Time 0.00
Received By jleahy Date 2020-08-31 Time 15:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-07-07 Cont ID  
Sent By jleahy Date 2020-07-07 Time 11:27 Rev Time 0.00
Received By jleahy Date 2020-07-07 Time 08:14 Sent To  
Notes
2020-07-07 11:48:00CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE E5.1 1200 AMPERE MAIN IN MDP TO MEET THE
 REQUIREMENTS OF 240.87(A)(B) PLEASE SHOW ON DRAWINGS
 HOW TO ACHIEVE .
  
 FAULT CURRENT CALCULATION AND LABEL REQUIREMENTS NOT
 SHOWN ON PLANES. 110.9, 110.10, 110.24
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2020-09-09 Cont ID  
Sent By rrossano Date 2020-09-09 Time   Rev Time 0.00
Received By rrossano Date 2020-09-09 Time   Sent To  
Notes
2020-09-09 15:12:24REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E20020022.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2020-07-09 Cont ID  
Sent By shill Date 2020-07-09 Time 16:17 Rev Time 0.00
Received By shill Date 2020-07-09 Time 16:17 Sent To  
Notes
2020-07-09 16:18:32CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
 IF YOU HAVE AN ISSUED ENGINEERING PERMIT, OR A PENDING
 APPLICATION, PLEASE ADVISE VIA EMAIL ([email protected])
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2020-10-14 Cont ID  
Sent By pleduc Date 2020-10-14 Time   Rev Time 0.00
Received By pleduc Date 2020-10-14 Time 15:52 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-08-10 Cont ID  
Sent By pleduc Date 2020-08-10 Time   Rev Time 0.00
Received By pleduc Date 2020-08-07 Time 10:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-06-01 Cont ID  
Sent By fstal Date 2020-06-01 Time   Rev Time  
Received By fstal Date 2020-06-01 Time   Sent To  
Notes
2020-06-01 17:14:39DIGITAL FIRE REVIEW PASS
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2020-11-18 Cont ID  
Sent By shill Date 2020-11-18 Time 10:39 Rev Time 0.00
Received By medwards Date 2020-11-17 Time 18:01 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2020-11-16 Cont ID  
Sent By shill Date 2020-11-16 Time 15:09 Rev Time 0.00
Received By shill Date 2020-11-16 Time 11:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2020-10-29 Cont ID  
Sent By lcrespo Date 2020-10-29 Time 18:23 Rev Time 0.00
Received By lcrespo Date 2020-10-09 Time 10:37 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-10-09 Cont ID  
Sent By shill Date 2020-10-09 Time 08:45 Rev Time 0.00
Received By shill Date 2020-09-29 Time 16:30 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-09-15 Cont ID  
Sent By ajones Date 2020-09-15 Time 15:20 Rev Time 0.00
Received By ajones Date 2020-08-06 Time 18:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-13 Cont ID  
Sent By lmarchan Date 2020-07-13 Time 10:14 Rev Time 0.00
Received By lmarchan Date 2020-05-28 Time 13:54 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-05-04 Cont ID  
Sent By lmarchan Date 2021-05-04 Time 14:35 Rev Time 0.00
Received By ccarvaja Date 2020-11-03 Time 10:39 Sent To  
Notes
2021-05-05 12:25:10RECEIPT MU-2020-43223 - $44,392.68 - PAID
  
2021-05-04 14:36:45IMPACT FEES PAID - EMAILED IMPACT OFFICE TO STAMP
 PLANS. CC
2020-11-03 10:39:5711/3/20 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-06-22 Cont ID  
Sent By jwitmer Date 2020-06-22 Time 16:01 Rev Time  
Received By jwitmer Date 2020-06-22 Time   Sent To  
Notes
2020-11-02 11:39:21PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2020-08-18 Cont ID  
Sent By medwards Date 2020-08-18 Time 15:35 Rev Time 0.00
Received By medwards Date 2020-08-18 Time 11:24 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-07-06 Cont ID  
Sent By medwards Date 2020-07-06 Time 15:36 Rev Time 0.00
Received By medwards Date 2020-07-06 Time 13:55 Sent To  
Notes
2020-07-06 15:37:281ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20050889
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE VENTILATION CALCULATIONS. FBC M TABLE
 403.3.1.1
  
 2) PROVIDE SPEC SHEETS FOR EACH RTU. FBC FS 107.2.1
  
 3) PLEASE PROVIDE SPEC SHEETS FOR THE BATH EXHAUST
 FANS. FBC FS 107.2.1
  
 4) PLEASE PROVIDE SPEC SHEETS FOR ALL COOKING
 EQUIPMENT. FBCFS 107.2.1
  
 5) ALL WALK IN FREEZERS, COOLERS AND REFRIGERATION MUST
 BE SUBMITTED IN ANOTHER SUBMITTAL AND PERMITTED
 SEPARATELY. PLEASE INCLUDE ALL SPEC. SHEETS FOR EACH
 PIECE OF EQUIPMENT AND REFRIGERATION CALCULATIONS AT
 THAT TIME. FBC FS 107.2.1
  
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2020-10-29 Cont ID  
Sent By lcrespo Date 2020-10-29 Time 18:23 Rev Time 0.00
Received By lcrespo Date 2020-10-29 Time 09:39 Sent To  
Notes
2020-10-29 18:23:2110/29/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS, OR THEIR REPRESENTATIVES
 FROM THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL,
 STATE, AND NATIONAL CODES AND STANDARDS IN EFFECT AT
 THE TIME OF PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK
 OF EVERY ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-10-09 Cont ID  
Sent By lacrespo Date 2020-10-09 Time 08:45 Rev Time 0.00
Received By shill Date 2020-09-30 Time 07:50 Sent To  
Notes
2020-10-09 08:45:33WITHDRAWN PER APPLICANT, NEED TO UPLOAD ADDITIONAL A &
 P SHEETS
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-09-01 Cont ID  
Sent By tklarge Date 2020-09-01 Time 12:16 Rev Time 0.00
Received By tklarge Date 2020-08-25 Time 04:54 Sent To  
Notes
2020-08-31 14:48:131) SHT. A3.5 - THERE IS A NOTE UNDER THE FIXTURE COUNT
 TABLE THAT STATES" A BEVERAGE FOUNTAIN WITH DRINKING
 WATER OFFERING IS USED TO SATISFY THE DRINKING FOUNTAIN
 REQUIREMENT." REMOVE THIS NOTE FROM THE PLAN AS IT DOES
 NOT MEET THE REQUIREMENT FOR DRINKING FOUNTAINS. 2ND
 REQUEST.
 2) SHT. SD2 - GREASE INTERCEPTOR DETAIL - SHOW THE
 HEIGHT OF THE TEE MANIFOLD AND VENT SLEEVE FROM THE
 FLOOR OF THE INTERCEPTOR. THE DETAIL SHOWS 0.6-0.7 FL1.
 I HAVE NO IDES WHAT THIS MEANS. SHOW THE DIMENSION IN
 INCHES.WPB AMEND.TO FBC SEC. 107.2.1.
 3) SHT. C8 REFERS TO SHT. C8.3 FOR A DETAIL FOR A 3/4
 INCH BACKFLOW DETAIL. THERE IS NO SUCH DETAIL ON SHT.
 C8.3. IN ADDITION, THE REFERENCED WILKINS 975 XL IS NOT
 A LEAD FREE DEVICE AS REQUIRED BY THE CITY OF WPB
 CROSS-CONNECTION CONTROL MANUAL.
 4) SHT. P2.2 - SHOWS A HOUSE TRAP ON THE GREASE WASTE
 SYSTEM. HOUSE TRAPS ARE PROHIBITED PER FBC-PLUMBING
 SEC.1002.6.
 5) SHT. P2.2 - IDENTIFY THE STANDARD THAT WAS USED IN
 THE SIZING CALCULATIONS FOR THE GREASE TRAP.
 6) SHT. SD2 - GREASE TRAP CALCULATIONS - THE
 CALCULATIONS SHOW 128.16 GPM FLOW RATE AND ALSO 144.68
 GPM. CLARIFY. ALSO, WHAT IS THE 7 MINUTE TIME THAT IS
 IN THE EQUATION? PLEASE EXPLAIN THESE CALCULATIONS. WPB
 AMEND TO FBC SEC. 107.2.1.
 7) SHT. IP 200 - DETAIL #10 - THE BACKFLOW DEVICE SHALL
 BE LOCATED A MINIMUM OF 18 INCHES ABOVE FINISH GRADE TO
 THE RELIIEF PORT, NOT TO THE BODY OF THE VALVE AS SHOWN
 PER CITY OF WPB CROSS-CONNECTION CONTROL MANUAL.
 8) SHT.P2.2 - DRAINS FROM THE ICE MAKERS ARE SHOWN
 DISCHARGING TO THE GREASE WASTE SYSTEM. IF THIS IS
 CLEAR WATER WASTE, IT CANNOT DISHARGE TO THE GREASE
 WASTE SYSTEM. FBC-PLUMBING SEC.1003.2.
 9) SHT. P2.2 SHOWS A 1/2 INCH LINE FROM A ROOF HYDRANT
 DISCHARGING TO THE GREASE WASTE SYSTEM. WHY IS THIS
 DISCHARGING TO THE GREASE WASTE SYSTEM? CLARIFY.
 10) THE RESPONSE NARRATIVE STATES THAT THE WASTE FROM
 THE COLD PAN (COFFEE), COLD PAN (HOT DOG), SANDWICH
 COOLERS, BILLET IMPULSE COOLER, COUNTER DRAINS, AND
 YOGURT TABLE WILL BE CONDENSATE. SOME OF THESE DRAINS
 ARE DISCHARGING TO THE SANITARY AND SOME ARE GOING TO
 THE GREASE WASTE SYSTEM. CONDENSATE SHALL NOT DISCHARGE
 TO THE GREASE WASTE SYSTEM PER FBC- PLUMBING SEC.
 1003.2.
 11) UNCONTAMINATED COOLING WATER OR AIR CONDITIONING
 CONDENSATE SHALL NOT DISCHARGE TO THE SANITARY SYSTEM
 UNLESS SPECIFICALLY AUTHORIZED BY THE CITY IN WRITING
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES CHAPTER
 90, ARTICLE III, SEC. 90-126 (B) (5).
 12) SHT. P3.2 WATER MANIFOLD/FILTER DETAIL - THERE IS A
 NOTE STATING THE A BACKFLOW PREVENTION DEVICE IS
 INSTALLLED IN A BOX AT STREET. CLARIFY. BACKFLOW
 DEVICES ARE NOT PERMITTED TO BE INSTALLED BELOW GRADE
 PER THE CITY OF WEST PALM BEACH CROSS CONNECTION
 CONTROL MANUAL.
 13) SHT. P3.2 - INDICATE THE TYPE OF BACKFLOW DEVICE ON
 THE WATER BOOSTER. THE ISOMETRIC DRAWING NOTES "CHECK
 VALVE. TYPICAL."
 14) IF THE HOSE REEL AND RINSE-O-MMATIC HAVE HOSE
 CONNECTIONS, THE TYPE OF BACKFLOW DEVICE SHALL BE A
 VACUUM BREAKER COMPLYING WITH ASSE 1011 PER
 FBC-PLUMBING TABLE 608.1.
 15) SHT. P3.1 - NOTE #17 - THE HAND SINKS SHALL HAVE
 HOT WATER PER FBC-PLLUMBING SEC.607.1. PUBLIC
 LAVATORIES SHALL HAVE TEMPERED WATER PER FBC-PLUMBING
 SEC.416..5.
 16) SHT. A10.1 - ROOF VENT NOTES - THE PLUMBING VENT
 SHALL BE AT LEAST 3 FEET OR MORE ABOVE THE TOP OF THE
 OPENING, NOT 2 FEET AS NOTED. REVISE THE NOTE.
 FBC-PLUMBING SEC.903.5.
 17) SHT. P4.1 - THIS PLAN IS NOT DIGITALLY SIGNED OR
 SEALED PER FL. ADMIN. CODE RULE 61G15-23.004,
 61G15-23.005.
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-07-13 Cont ID  
Sent By tklarge Date 2020-07-13 Time 10:05 Rev Time 0.00
Received By tklarge Date 2020-07-06 Time 06:28 Sent To  
Notes
2020-07-10 08:51:281) AS OF APRIL 16, 2015 THE MINIMUM ENERGY FACTOR OF
 WATER HEATERS WITH A VOLUME AT OR BELOW 55 GALLONS SHAL
 BE .95. THE ENERGY CALCULATIONS SHOW AN EFFICIENCY OF
 .84. SUBMIT NEW ENERGY CALCULATIONS WITH THE REVISED
 WATER HEATER EFFICIENCY.
 2) SHT.A10.1 - THE CALCULATIONS FOR THE ROOF DRAIN
 LEADERS SHALL INCLUDE ONE-HALF THE AREA OF ANY VERTICAL
 WALL PER 2017 FBC-PLUMBING SEC.1106.4. INCLUDE THESE
 CALCULATIONS ON THE SHEET.
 3) THE RAIN LEADERS SHALL DISCHARGE A MINIMUM OF ONE
 FOOT FROM THE EXTERIOR BUILDING WALL PER FBC-BUILDING
 SEC.1503.7.
 4) SHT. A10.1 - THE PLANS NOTE THE OVERFLOW SCUPPERS
 DIMENSIONS AS 3 X 5 INCHES. SCUPPERS SHALL HAVE AN
 OPENING NOT LESS THAN 4 INCHES. PER FBC- PLUMBING SEC.
 1108.3.
 5) SHT. A10.4 - DETAIL "J" - SHOWS THE SCUPPER SIZE AS
 4 X 12 INCHES AND SHT. A10.1 SHOWS THE SIZE AS 4 X 9
 INCHES. CLARIFY.
 6) SHOW THE DIMENSIONS OF THE CLEAR FLOOR SPACES FOR
 THE HANDICAP ACCESSIBLE FIXTURES ON SHT. A3.2. COMPLY
 WITH FBC-ACCESSIBILITY SECS. 305.3, 604.3.1, 606.2.
 7) SHT. A3.5 - NOTE UNDER FIXTURE COUNT TABLE STATES
 THAT A BEVERAGE FOUNTAIN WITH DRINKING WATER OFFERING
 IS USED TO SATISFY THE DRINKING FOUNTAIN REQUIREMENT IS
 UNACCEPTABLE. THE SAME NOTE APPEARS ON SHT.GC-0.0.
 TABLE 403.1 OF THE FBC-PLUMBING REQUIRES A DRINKING
 FOUNTAIN FOR THIS OCCUPANCY AND SEC. 410.3 OF THE
 PLUMBING CODE AND SEC. 211.2 OF THE ACCESSIBILITY CODE
 CLEARLY STATES THAT A MINIMUM OF TWO DRINKING FOUNTAINS
 ARE REQUIRED. SHOW THE LOCATION OF THE DRINKING
 FOUNTAINS ON THE PLANS AND THE REQUIRED CLEAR FLOOR
 SPACE FOR THE FOUNTAINS.
 8) SHT. A3.5 - ADA COUNTER REACH RANGES SHALL COMPLY
 WITH FBC-ACCESSIBILITY SECS.3308.2, 308.2.1, 308.2.2,
 308.3, 308.3.2. THE DETAIL ON THE PLAN DOES NOT COMPLY.
 9) SHT. A5.3 - THE HEIGHT OF THE GRAB BARS SHALL BE
 MEASURED TO THE TOP OF THE GRIPPING SURFACE PER
 FBC-ACCESSIBILITY SEC. 609.4.
 10) SUBMIT SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTOR. FBC-PLUMBING SEC. 1003.2. NOTE: A SEPARATE
 PERMIT IS REQUIRED FOR THE INSTALLATION OF THE GREASE
 INTERCEPTOR.
 11) SHOW THE HEIGHT OF THE TEE MANIFOLD AND VENT SLEEVE
 FROM THE FLOOR OF THE INTERCEPTOR.
 12) THE INLET INVERT OF THE GREASE INTERCEPTOR SHALL
 DISCHARGE A MINIMUM OF 2 1/2 INCHES ABOVE THE LIQUID
 LEVEL LINE AND THE OUTLET TEE SHALL BE A MINIMUM OF 4
 INCHES THAT EXTENDS TO WITHIN 8 INCHES OF THE BOTTOM OF
 THE TANK PER FL. ADMIN. CODE RULE 64E-6.
 13) A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 DEVICES.
 14) ALL BACKFLOW DEVICES SHALL BE LEAD FREE AND BE ON
 THE LIST OF APPROVED DEVICES OF THE UNIVERSITY OF
 SOUTHERN CALIFORNIA'S FOUNDATION FOR CROSS-CONNECTION
 CONTROL AND HYDRAULIC RESEARCH.
 15) A PERMIT IS REQUIRED FROM PALM BEACH COUNTY
 DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT FOR THE
 FUEL TANKS.
 16) SHT. A0.2 - PLUMBING NOTES - THERE ARE SEVERAL
 NOTES THAT REFER TO THE GENERAL CONTRACTOR PERFORMING
 THE INSTALLATION OF THE PLUMBING SYSTEM AND BACKFLOWW
 DEVICE. A GENERAL CONTRACTOR CANNOT PERFORM THIS SCOPE
 OF WORK UNLESS THEY ARE LICENSED AS A PLUMBING
 CONTRACTOR PER FL. STATUTE 489.105. THIS NOTE ALSO
 APPEARS ON SHT.GC-0.1 UNDER "PLUMBING RESPONSIBILITY".
 CLARIFY.
 17) CLARIFY AS TO WHO IS MADISON INDUSTRIES? ARE THEY
 LICENSED CONTRACTORS IN THE STATE OF FLORIDA? PROVIDE
 INFORMATION.
 18) THE GC SHEET ARE REQUIRED TO BE DIGITALLY SIGNED
 AND SEALED PER FL. ADMIN. CODE RULE 61G1-16.005.
 19) SHTS. GC-2.2, GC-2.3, GC-3.0, GC-3.1, GC-4.0,
 GC-4.1 BEAR THE SEAL OF THE ARCHITECT BUT THE SEAL IS
 FOR THE STATE OF GEORGIA. CLARIFY.
 20) SHT. IP 200 - DETAIL #10 - PVC AND GALVANIZED PIPE
 IS NOT APPROVED MATERIAL FOR THE PIPING FOR THE
 BACKFLOW DEVICE. TYPE "K" OR "L" COPPER, BRASS OR
 STAINLESS STEEL ARE THE APPROVED MATERIALS PER THE CITY
 OF WEST PALM BEACH CROSS CONNECTION CONTROL MANUAL. THE
 DEVICE SHALL BE LOCATED A MINIMUM OF 18 INCHES ABOVE
 FINISH GRADE TO THE RELIEF VALVE.
 21) SHT. P1.1 - MANUFACTURING PLANT INSTALLATION
 NOTES#1 REFER TO "B.S." FOR THE INSTALLATION OF THE
 COMPLETE PLUMBING SYSTEM WITHIN THE MODULAR BUILDING.
 WHO IS "B.S."? CLARIFY.
 22) CARBONATED BEVERAGE DISPENSERS SHALL BE EQUIPPED
 WITH BACKFLOW DEVICES SPECIFICALLY DESIGNED FOR
 CARBONATION EQUIPMENT AND SHALL COMPLY WITH ASSE 1022.
 23) SHT. P1.1 - PIPE INSULATION SHALL COMPLY WITH
 FBC-ENERGY TABLE C403.2.10.
 24) SHT. P1.1 - NOTE #7 - PVC PIPE SHALL BE HUNG AT 4
 FEET INTERVALS HORIZONTALLY AND 10 FEET INTERVALS
 VERTICALLY PER FBC-PLUMBING TABLE 308.5.
 25) SHT. P1.1 - NOTES REFER TO THE GENERAL CONTRACTOR
 PERFORMING PLUMBING WORK. A GENERAL CONTRACTOR MUST BE
 LICENSED AS A PLUMBING CONTRACTOR TO PERFORM THIS TYPE
 OF WORK. EITHER REVISE THE NOTE OR REMOVE IT.
 26) HAND SINKS IN THE FOOD PREP AREA SHALL BE
 INDIRECTLY WASTED TO A WASTE RECEPTOR. FBC-PLUMBING
 SEC.802.1.1
 27) SHT. P2.1 - MASTER TRAP DETAIL - APPEARS TO BE A
 VERSION OF A CROWN VENT WHICH IS PROHIBITED BY THE
 FLORIDA PLUMBING CODE. DELETE THIS DETAIL.
 28) SHT. P2.2 - THERE IS A FLAT, DRY VENT ON THE END OF
 THE RUN FOR THE FLOOR SINKS IN THE SALES FLOOR AREA.
 DRY VENTS CONNECTING TO A HORIZONTAL DRAIN SHALL
 CONNECT ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN
 PIPE.905.3.
 29) WHAT TYPE OF WASTE WILL BE DISCHARGING FROM THE
 COLD PAN (COFFEE) AND COLD PAN ( HOT DOG) DRAINS?
 30) WHAT TYPE OF WASTE WILL BE DISCHARGING FROM THE
 SANDWICH COOLERS, THE BILLET IMPULSE COOLER AND THE
 COUNTER DRAINS?
 31) THE DRAINS FROM THE YOGURT MACHINE AND YOGURT TABLE
 SHALL DISCHARGE TO THE GREASE WASTE SYSTEM IF THE
 DISCHARGE CONTAINS ANY YOGURT PRODUCT.FBC-PLUMBING
 SEC.1003.3.1. CLARIFY.
 32) THE 2 INCH VENT BY THE MASTER TRAP IS A FLAT, DRY
 VENT.DRY VENTS CONNECTING TO A HORIZONTAL DRAIN SHALL
 CONNECT ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN
 PIPE.905.3.
 33) CONDENSATE VENTS CANNOT CONNECT TO THE SANITARY
 VENT SYSTEM PER FBC-PLUMBING SEC.901.4.
 34) THE CLEANOUTS ON THE DRAIN LINES UNDER THE BUILDING
 SHALL BE EXTENDED TO THE FLOOR LEVEL PER FBC-PLUMBING
 SEC.708.1.10.
 35) ACCESS IS REQUIRED FOR THE CLEANOUTS LOCATED BELOW
 FLOOR. FBC-PLUMBING SEC.708.1.10.
 36) SHT. P2.2 - THE HUB DRAINS FOR THE COLD PAN
 (COFFEE) AND COLD PAN (HOT DOG) APPEAR TOEXCEED THE
 DISTANCE FROM A VENT PER FBC-PLUMBING SEC.909.1 AND
 TABLE 909.1.
 37) SHT. P3.2 - THE WATER LINE TO THE ICE MACHINE IS
 LABELED AS FW1 BUT THE ICE MACHINE IS LABELED AS FW2.
 THE SAME ISSUE OCCURS ON THE WATER LINE TO THE BEVERAGE
 MACHINE.CLARIFY.
 38) A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE
 WATER FILTRATION SYSTEM AND THE GLYCOL CHILLER PER
 FBC-PLUMBING SEC.608.3. THE DEVICE MUST BE INSTALLED AT
 THE WATER FILTER LOCATION.
 39) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 COMBI-OVENS, WATER BOOSTER, RINSE-O-MATIC, FROZEN
 YOGURT DISPENSER AND POST MIX SODA SYSTEM. A BACKFLOW
 PREVENTION DEVICE IS REQUIRED ON THE WATER BOOSTER.
 40) SHT. P3.2 - SIZE THE COLD WATER BRANCH LINE TO THE
 FEMALE RESTROOM.
 41) BACKFLOW DEVICES ARE REQUIRED ON THE HOSE REEL &
 RINSE-O-MATIC. DEVICES SHALL COMPLY WITH TABLE 608.1 OF
 FBC-PLUMBING.
 42) SHT. C8 - THERE IS A NOTE ON THE SHEET THAT REFERS
 TO SHT.C8.1 FOR A BACKFLOW DEVICE DETAIL. THERE IS NO
 DETAIL ON C8.1. CLARIFY.
 43) SHOW THE LOCATION OF THE RINSE-O-MATIC ON THE WATER
 RISER. WPB AMEND. TO FBC SEC. 107.2.1.
 44) SHOW THE LOCATION OF THE GLYCOL CHILLER ON THE
 EQUIPMENT PLAN AND LIST IT ON THE EQUIPMENT SCHEDULE. .
 ENSURE ALL EQIPMENT IS LISTED ON THE EQUIPMENT SCHEDULE
 AND SHOWN ON THE EQUIPMENT PLAN.WPB AMEND. TO FBC SEC.
 107.2.1.
 45) THE HOT WATER RECIRCULATION SYSTEM SHALL COMPLY
 WITH FBC-PLUMBING SEC.607.2.1 & FBC-ENERGY
 SEC.C404.6.1.
 46) SHT. C8 SHOWS A 2 INCH WATER SERVICE WITH A 1 1/2
 INCH BACKFLOW PREVENTION DEVICE. CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2020-06-22 Cont ID  
Sent By jwitmer Date 2020-06-22 Time 16:02 Rev Time  
Received By jwitmer Date 2020-06-22 Time   Sent To  
Notes
2020-06-22 16:03:57ROOF: PART OF THE STATE APPROVED PLANS, NO PRODUCT
 APPROVAL WAS SUBMITTED, NO SUB-SYSTEMS NOR PRESSURES
 WERE IDENTIFIED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status P Date 2020-11-18 Cont ID  
Sent By medwards Date 2020-11-18 Time 10:36 Rev Time 0.00
Received By medwards Date 2020-11-18 Time 08:15 Sent To  
Notes
2020-11-18 10:36:35JAMES R. MANNING PE AND THOMAS BELANGER SELF CERTIFIED
 THEIR DRAWINGS. I HAVE INFORMED THEM VIA EMAIL THAT
 THIS IS A ONE TIME ACCEPTANCE.
  
 MICHAEL EDWARDS
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status F Date 2020-11-16 Cont ID  
Sent By shill Date 2020-11-16 Time 15:04 Rev Time 0.00
Received By shill Date 2020-11-16 Time 15:04 Sent To  
Notes
2020-11-16 15:09:52SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 73 DOCUMENTS WERE UPLOADED INTO THE SIGNATURE FOLDER.
 THE DOCUMENTS ARE NOT NAMED THE SAME AS THE DOCUMENTS
 IN THE DRAWING FOLDER. THERE ARE TOO MANY FILES FOR ME
 TO COMPARE PLANS WITHOUT HAVING THE NAMES AND ORDER
 BEING IDENTICAL. ALSO NOTE THAT THERE ARE 110 FILES IN
 THE DRAWINGS FOLDER, 42 IN THE SUPPORTING DOCS. IT IS
 NOT CLEAR IF THERE ARE AT LEAST 37 PLAN PAGES IN THE
 DRAWINGS FOLDER THAT WERE NOT PREPARED BY A SUREVEYOR,
 ARCHITECT/LANDSCAPE ARCHITECT, OR ENGINEERING OR IF
 THERE ARE PAGES MISSING IN THE SIGNATURE UPLOAD. PLEASE
 CONFIRM PRIOR TO RESUBMITTING.
  
 PLEASE RENAME THE FILES IN THE SIGNATURE FOLDER THE
 SAME AS THE FILES IN THE DRAWINGS FOLDER AND SUPPORTING
 DOCS FOLDER (IF APPLICABLE).
  
2020-11-16 11:35:37APPLICANT UPLOADED SIGNATURE FILES INTO THE
 'SIGNATURES' FOLDER
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2020-10-20 Cont ID  
Sent By equinone Date 2020-10-20 Time 11:29 Rev Time 0.00
Received By equinone Date 2020-10-20 Time 11:29 Sent To  
Notes
2020-10-20 11:30:08****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. SOME DRAWINGS AND CALCULATIONS PROVIDED ARE NOT
 DIGITALLY SIGNED. WHEN RESUBMITTING, UPLOAD DIGITALLY
 SIGNED DOCUMENTS. IF THE DESIGN PROFESSIONAL DOESN'T
 HAVE A DIGITAL SIGNATURE, ONE PAPER ORIGINAL CAN BE
 PROVIDED AFTER ALL REVIEWS HAVE PASSED, FS471, 481. IF
 ARCHITECT DOES NOT HAVE A DIGITAL SIGNATURE PLEASE HAVE
 HIM CONTACT ME. PAPER ORIGINALS SHOULD NOT BE SUBMITTED
 FOR THE ARCHITECT AS HE CAN CREATE HIS OWN DIGITAL
 SIGNATURE AT NO COST (TAKES ABOUT 15 MINUTES TO CREATE
 SIGNATURE AND SEAL PLANS).
  
 FOR INSTANCE, A1.1 IS DIGITALLY SIGNED. A2.1, E5.3,
 M1.1, ENERGY CALCS ARE NOT DIGITALLY SIGNED. CONFIRM
 ALL; PLANS WERE SPOT CHECKED.
  
 APPLICANT TO CHECK ALL PAGES FOR DIGITAL SIGNATURES.
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2020-10-01 Cont ID  
Sent By shill Date 2020-10-01 Time 08:33 Rev Time 0.00
Received By shill Date 2020-10-01 Time 08:30 Sent To  
Notes
2020-10-01 08:33:29****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. SOME DRAWINGS AND CALCULATIONS PROVIDED ARE NOT
 DIGITALLY SIGNED. WHEN RESUBMITTING, UPLOAD DIGITALLY
 SIGNED DOCUMENTS. IF THE DESIGN PROFESSIONAL DOESN'T
 HAVE A DIGITAL SIGNATURE, ONE PAPER ORIGINAL CAN BE
 PROVIDED AFTER ALL REVIEWS HAVE PASSED, FS471, 481. IF
 ARCHITECT DOES NOT HAVE A DIGITAL SIGNATURE PLEASE HAVE
 HIM CONTACT ME. PAPER ORIGINALS SHOULD NOT BE SUBMITTED
 FOR THE ARCHITECT AS HE CAN CREATE HIS OWN DIGITAL
 SIGNATURE AT NO COST (TAKES ABOUT 15 MINUTES TO CREATE
 SIGNATURE AND SEAL PLANS).
  
 FOR INSTANCE, A1.1 IS DIGITALLY SIGNED. A2.1, E5.3,
 M1.1, ENERGY CALCS ARE NOT DIGITALLY SIGNED. CONFIRM
 ALL; PLANS WERE SPOT CHECKED.
  
 APPLICANT TO CHECK ALL PAGES FOR DIGITAL SIGNATURES.
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-09-15 Cont ID  
Sent By shill Date 2020-09-15 Time 12:34 Rev Time 0.00
Received By shill Date 2020-09-15 Time 12:34 Sent To  
Notes
2020-09-15 12:34:54****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. SOME DRAWINGS AND CALCULATIONS PROVIDED ARE NOT
 DIGITALLY SIGNED. WHEN RESUBMITTING, UPLOAD DIGITALLY
 SIGNED DOCUMENTS. IF THE DESIGN PROFESSIONAL DOESN'T
 HAVE A DIGITAL SIGNATURE, ONE PAPER ORIGINAL CAN BE
 PROVIDED AFTER ALL REVIEWS HAVE PASSED, FS471, 481. IF
 ARCHITECT DOES NOT HAVE A DIGITAL SIGNATURE PLEASE HAVE
 HIM CONTACT ME. PAPER ORIGINALS SHOULD NOT BE SUBMITTED
 FOR THE ARCHITECT AS HE CAN CREATE HIS OWN DIGITAL
 SIGNATURE AT NO COST (TAKES ABOUT 15 MINUTES TO CREATE
 SIGNATURE AND SEAL PLANS).
  
 FOR INSTANCE, A1.1 IS DIGITALLY SIGNED. A2.1, E5.3,
 M1.1, ENERGY CALCS ARE NOT DIGITALLY SIGNED. CONFIRM
 ALL; PLANS WERE SPOT CHECKED.
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-07-10 Cont ID  
Sent By shill Date 2020-07-10 Time 08:13 Rev Time 0.00
Received By shill Date 2020-07-10 Time 08:13 Sent To  
Notes
2020-07-10 08:17:54****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DOCUMENT 0.0 WAS UPLOADED TO THE DRAWINGS FOLDER BUT
 IS MULTIPAGE. MULTIPAGE DRAWINGS ARE TO UPLOADED INTO
 THE SUPPORTING DOCUMENTS FOLDER, PLEASE REFER TO
 PROJECTDOX INSTRUCTIONS. COORDINATE WITH
 [email protected] PRIOR TO RESUBMITTING.
  
 2. DRAWINGS AND CALCULATIONS PROVIDED ARE NOT DIGITALLY
 SIGNED. WHEN RESUBMITTING, UPLOAD DIGITALLY SIGNED
 DOCUMENTS. IF THE DESIGN PROFESSIONAL DOESN'T HAVE A
 DIGITAL SIGNATURE, ONE PAPER ORIGINAL CAN BE PROVIDED
 AFTER ALL REVIEWS HAVE PASSED, FS471, 481. IF ARCHITECT
 DOES NOT HAVE A DIGITAL SIGNATURE PLEASE HAVE HIM
 CONTACT ME. PAPER ORIGINALS SHOULD NOT BE SUBMITTED FOR
 THE ARCHITECT AS HE CAN CREATE HIS OWN DIGITAL
 SIGNATURE AT NO COST (TAKES ABOUT 15 MINUTES TO CREATE
 SIGNATURE AND SEAL PLANS).
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2020-09-15 Cont ID  
Sent By ajones Date 2020-09-15 Time 15:19 Rev Time 0.00
Received By ajones Date 2020-09-15 Time 15:19 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2020-06-18 Cont ID  
Sent By avann Date 2020-06-18 Time 14:50 Rev Time 0.00
Received By ajones Date 2020-06-18 Time 14:50 Sent To  
Notes
2020-06-18 14:52:436/18/2020- FAILED
 1. ELEVATIONS DO NOT MATCH APPROVED PLANS ON FILE WITH
 THE PLANNING DIVISION.
 2. BUILDING HEIGHT IS HIGHER THAN THE APPROVE PLANS ON
 FILE WITH THE PLANNING DIVISION
  
 ANGELLA VANN
 561-822-1441
 [email protected]


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