Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 17110874 Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2018-09-19 Cont ID   Sent By shill Date 2018-09-19 Time 12:48 Rev Time 0.00 Received By shill Date 2018-09-19 Time 12:48 Sent To   Notes 2018-09-19 12:49:39 ****PROVISOS****   REVISED 10/15/19 (ITEM D)       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)   FBC B = FBC BUILDING   FBC EB = FBC EXISTING BUILDING   FBC A = FBC ACCESSIBILITY   FBC EC = FBC ENERGY CONSERVATION       A) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED.       B) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR   A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.       C) PRODUCT APPROVALS       FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE   PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.   SPECIFICALLY, PROVIDE ROOFING, EXTERIOR WINDOW, AND   DOORS, STOREFRONT , OVERHEAD DOORS, ROOF HATCH, LOUVERS   AND NANA WALLS. DATA SHEET FOR ELEVATOR.   ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED   SUBMITTAL BY LISTING THEM ON THE COVER SHEET.   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.       D) VALET DROP OFF TO COMPLY WITH FBC ACCESSIBILITY 503.       E) A DETAIL FOR HORIZONTAL SHAFT WAS PROVIDED, BUT IT   SHOWS A SHAFT ON TWO SIDES SUPPORTED BY SOMETHING   UNIDENTIFIED ON TWO SIDES; ALSO THIS APPEARS TO BE   NON-SYMMETRICAL; NOT CLEAR IF THIS WAS TESTED FROM   INSIDE AND OUTSIDE. PLEASE PROVIDE ADDITIONAL   INFORMATION AS TO HOW THIS WAS TESTED.       F) POOL DECK, POOL UNDER A SEPARATE PERMIT.       1) SHEET 049-LS-102, 058-A-104 BOTH SHOW A LINEAR POOL   DECK DRAIN. NONE OF THE ARCHITECTURAL SHEETS SHOW THE   ELEVATION OR CROSS SLOPES OF THE POOL DECK. THE   STRUCTURAL SHEET 012-S-1.04 SHOWS (2) ELEVATIONS ONE AT   T. O. SLAB AT EL= 83 FEET AND A 2ND ELEVATION AT   ELEVATION T. O. SLAB 82 FEET. THE STRUCTURAL SHEET   036-S-4.20 DETAIL # 4 SHOWS 2 HEIGHTS IN THE CONCRETE   DECK. A FINISHED CONCRETE DECK AND A DROPPED STRUCTURAL   DECK AROUND THE POOL DECK ASSUMED AT T. O. SLAB AT EL=   82 FEET.       2) SHEET 037-S-4.21 DETAIL 10 SHOWS THE SUPPORT LIFT BY   THE EDGE OF THE POOL, BUT THIS SAME DETAIL SHOWS THE   SIDE WALL OF THE POOL, SECONDARY POOL STRUCTURE BY POOL   DESIGNER. THERE ARE ONLY THE 2 ELEVATIONS AROUND THE   POOL. THE STRUCTURAL SHEET 036-S-4.20 DETAIL # 4 HAS A   NOTE SEE ARCHITECTURAL SHEETS FOR SLOPE.       3) 2014 FBC-B SECTION 454.1.3.1.2. POOL WET DECKS SHALL   BE UNIFORMLY SLOPED AT A MINIMUM OF 2 PERCENT TO A   MAXIMUM OF 4 PERCENT AWAY FROM THE POOL OR TO DECK   DRAINS TO PREVENT STANDING WATER. THE PLANS ONLY SHOW A   LINEAR POOL DRAIN ON THE WEST SIDE OF THE POOL. PLEASE   SHOW COMPLIANCE FOR THE OTHER 3 SIDES.       4) THE ACCESSIBILITY CODE SECTION 403.3 CROSS SLOPES   FOR WALKING SURFACES SHALL BE NOT STEEPER THAN 1:48.   PLEASE PROVIDE HOW COMPLIANCE WILL BE ACHIEVED FOR BOTH   SECTIONS OF THE CODE.       5) SHEET 036-S-4.20 DETAIL # 1 AND 037-S-4.21 DETAIL #   10 SHOWS THE POOL STRUCTURAL WALL LEVEL WITH THE   STRUCTURAL DECK HOW WILL WATER FROM THE POOL DECK BE   SLOPED BACK TO THE LINEAR DECK DRAIN. WATER ON THE POOL   DECK SHALL BE SLOPED AWAY FROM THE POOL EDGE. 2014   FBC-B SECTION 454.1.3.1.2.       6) SHEET 037-S-4.21 DETAIL # 10 SHOWS A STRUCTURAL BASE   FOR AN ADA CHAIR LIFT. THE ARCHITECTURAL SHEET   058-A-104 SHOWS THE POSITION OF THE CHAIR LIFT AND THE   CLEAR 48X30 INCHES PLEASE PROVIDE THE MANUFACTURES SPEC   ON THE LIFT THE DISTANCE FROM EDGE OF THE WATER TO THE   CENTERLINE OF THE SEAT IS 4.75 FEET. WILL THE LIFT BE   ABLE TO LIFT A PERSON INTO THE WATER WITH A SPAN OF 6   FEET OR MORE? 2014 FBC-ACCESSIBILITY CODE 1009.2. THE   LOCATION OF THE STRUCTURAL STAND APPEARS CLOSER THAN   THE ARCHITECTURAL SHEET?       G) AIPP COMPLIANCE REQUIRED; VERIFICATION REQUIRED   PRIOR TO C.O.       H) SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE   REQUIRED FOR:   LIGHT POLES/SITE LIGHTING   FIRE ALARM   FIRE SPRINKLER   LOW VOLTAGE   ACCESS   LANDSCAPING   IRRIGATION   ALL OTHER ITEMS OTHER THAN BMEP       I) PROVIDE THE RECORDED PLAT WHEN FINALIZED; EITHER A   PDF VIA EMAIL OR ADVISE BOOK AND PAGE NUMBER VIA EMAIL.       J) SHORING/RESHORE ENGINEERING IS REQUIRED TO BE   SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. THE   ENGINEERING IS TO BE SUBMITTED, REVIEWED AND ISSUED   PRIOR TO CONCRETE POUR.       K) A CONSTRUCTION GUARD RAIL ENGINEERED DETAIL IS   REQUIRED TO BE PROVIDED PRIOR TO INSTALLATION.                     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status F Date 2018-09-11 Cont ID   Sent By shill Date 2018-09-02 Time 11:37 Rev Time 0.00 Received By shill Date 2018-09-02 Time 11:20 Sent To   Notes 2018-09-02 11:42:07 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)   FBC B = FBC BUILDING   FBC EB = FBC EXISTING BUILDING   FBC A = FBC ACCESSIBILITY   FBC EC = FBC ENERGY CONSERVATION       IT IS NOT CLEAR HOW THIS WAS ADDRESSED.       A DETAIL FOR HORIZONTAL SHAFT WAS PROVIDED, BUT IT   SHOWS A SHAFT ON TWO SIDES SUPPORTED BY SOMETHING   UNIDENTIFIED ON TWO SIDES; ALSO THIS APPEARS TO BE   NON-SYMMETRICAL; NOT CLEAR IF THIS WAS TESTED FROM   INSIDE AND OUTSIDE. PLEASE PROVIDE ADDITIONAL   INFORMATION AS TO HOW THIS WAS TESTED.       DETAIL FOR STAIR WAS REVISED, BUT IT STILL SHOWS WHAT   APPEARS TO BE A SHAFT THROUGH THE STAIR, ALTHOUGH   LANGUAGE STATES THE STAIR WILL NOT BE PENETRATED.       PLEASE SEND ADDITIONAL DETAILS VIA EMAIL. A PROVISO CAN   BE ISSUED, AT APPLICANT'S RISK, BUT THE CONCERN IS IF   THERE IS LIMITED SPACE, AND IF THIS IS ALREADY POURED,   RESOLUTIONS AFTER STAIR CONSTRUCTION MAY BE DIFFICULT   OR EXPENSIVE. THE DESIGN PARAMETERS NEED TO BE AGREED   UPON AND UNDERSTOOD PRIOR TO A PROVISO.               27. PENETRATIONS THROUGH 2 HOUR RATED STAIRWAYS       A) PAGE 098-A-701 SHOWS WHAT APPEARS TO BE A 2 HOUR   DROPPED CEILING.       B) PAGE 048-LS101 AND 050-A101 BOTH SHOW STAIRWAY 3 AS   A 2HR VERTICAL EXIT STAIRWAY. PENETRATIONS WERE FOUND   ON PAGE 124-P-101.       SEE FBC-B 1022.5 PENETRATIONS. PENETRATIONS INTO AND   OPENINGS THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE   PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT   AND DUCTWORK NECESSARY FOR INDEPENDENT VENTILATION OR   PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,   ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION   SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR   EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX   NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH   PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH   SECTION 714. THERE SHALL BE NO PENETRATIONS OR   COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT,   BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS.       A RESPONSE LETTER INDICATING HOW EACH ITEM WAS   ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW.       PROVISOS:       A) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED.       B) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR   A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.       C) PRODUCT APPROVALS       FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE   PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.   SPECIFICALLY, PROVIDE ROOFING, EXTERIOR WINDOW, AND   DOORS, STOREFRONT , OVERHEAD DOORS, ROOF HATCH, LOUVERS   AND NANA WALLS. DATA SHEET FOR ELEVATOR.   ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED   SUBMITTAL BY LISTING THEM ON THE COVER SHEET.   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.       D) VALET DROP OFF COMPLIANCE TO BE SHOWN ON SEPARATE   PERMIT.       E) POOL DECK, POOL UNDER A SEPARATE PERMIT.       A) SHEET 049-LS-102, 058-A-104 BOTH SHOW A LINEAR POOL   DECK DRAIN. NONE OF THE ARCHITECTURAL SHEETS SHOW THE   ELEVATION OR CROSS SLOPES OF THE POOL DECK. THE   STRUCTURAL SHEET 012-S-1.04 SHOWS (2) ELEVATIONS ONE AT   T. O. SLAB AT EL= 83 FEET AND A 2ND ELEVATION AT   ELEVATION T. O. SLAB 82 FEET. THE STRUCTURAL SHEET   036-S-4.20 DETAIL # 4 SHOWS 2 HEIGHTS IN THE CONCRETE   DECK. A FINISHED CONCRETE DECK AND A DROPPED STRUCTURAL   DECK AROUND THE POOL DECK ASSUMED AT T. O. SLAB AT EL=   82 FEET.       B) SHEET 037-S-4.21 DETAIL 10 SHOWS THE SUPPORT LIFT BY   THE EDGE OF THE POOL, BUT THIS SAME DETAIL SHOWS THE   SIDE WALL OF THE POOL, SECONDARY POOL STRUCTURE BY POOL   DESIGNER. THERE ARE ONLY THE 2 ELEVATIONS AROUND THE   POOL. THE STRUCTURAL SHEET 036-S-4.20 DETAIL # 4 HAS A   NOTE SEE ARCHITECTURAL SHEETS FOR SLOPE.       C) 2014 FBC-B SECTION 454.1.3.1.2. POOL WET DECKS SHALL   BE UNIFORMLY SLOPED AT A MINIMUM OF 2 PERCENT TO A   MAXIMUM OF 4 PERCENT AWAY FROM THE POOL OR TO DECK   DRAINS TO PREVENT STANDING WATER. THE PLANS ONLY SHOW A   LINEAR POOL DRAIN ON THE WEST SIDE OF THE POOL. PLEASE   SHOW COMPLIANCE FOR THE OTHER 3 SIDES.       D) THE ACCESSIBILITY CODE SECTION 403.3 CROSS SLOPES   FOR WALKING SURFACES SHALL BE NOT STEEPER THAN 1:48.   PLEASE PROVIDE HOW COMPLIANCE WILL BE ACHIEVED FOR BOTH   SECTIONS OF THE CODE.       E) SHEET 036-S-4.20 DETAIL # 1 AND 037-S-4.21 DETAIL #   10 SHOWS THE POOL STRUCTURAL WALL LEVEL WITH THE   STRUCTURAL DECK HOW WILL WATER FROM THE POOL DECK BE   SLOPED BACK TO THE LINEAR DECK DRAIN. WATER ON THE POOL   DECK SHALL BE SLOPED AWAY FROM THE POOL EDGE. 2014   FBC-B SECTION 454.1.3.1.2.       F) NA       G) SHEET 037-S-4.21 DETAIL # 10 SHOWS A STRUCTURAL BASE   FOR AN ADA CHAIR LIFT. THE ARCHITECTURAL SHEET   058-A-104 SHOWS THE POSITION OF THE CHAIR LIFT AND THE   CLEAR 48X30 INCHES PLEASE PROVIDE THE MANUFACTURES SPEC   ON THE LIFT THE DISTANCE FROM EDGE OF THE WATER TO THE   CENTERLINE OF THE SEAT IS 4.75 FEET. WILL THE LIFT BE   ABLE TO LIFT A PERSON INTO THE WATER WITH A SPAN OF 6   FEET OR MORE? 2014 FBC-ACCESSIBILITY CODE 1009.2. THE   LOCATION OF THE STRUCTURAL STAND APPEARS CLOSER THAN   THE ARCHITECTURAL SHEET?     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2018-07-30 Cont ID   Sent By shill Date 2018-07-30 Time 15:43 Rev Time 0.00 Received By shill Date 2018-07-07 Time 19:04 Sent To   Notes 2018-07-30 16:08:24 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)   FBC B = FBC BUILDING   FBC EB = FBC EXISTING BUILDING   FBC A = FBC ACCESSIBILITY   FBC EC = FBC ENERGY CONSERVATION       27. PENETRATIONS THROUGH 2 HOUR RATED STAIRWAYS       A) PAGE 098-A-701 SHOWS WHAT APPEARS TO BE A 2 HOUR   DROPPED CEILING.       B) PAGE 048-LS101 AND 050-A101 BOTH SHOW STAIRWAY 3 AS   A 2HR VERTICAL EXIT STAIRWAY. PENETRATIONS WERE FOUND   ON PAGE 124-P-101.       SEE FBC-B 1022.5 PENETRATIONS. PENETRATIONS INTO AND   OPENINGS THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE   PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT   AND DUCTWORK NECESSARY FOR INDEPENDENT VENTILATION OR   PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,   ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION   SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR   EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX   NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH   PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH   SECTION 714. THERE SHALL BE NO PENETRATIONS OR   COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT,   BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS.       A RESPONSE LETTER INDICATING HOW EACH ITEM WAS   ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW.       PROVISOS:       A) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED.       B) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR   A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.       C) PRODUCT APPROVALS       FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE   PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.   SPECIFICALLY, PROVIDE ROOFING, EXTERIOR WINDOW, AND   DOORS, STOREFRONT , OVERHEAD DOORS, ROOF HATCH, LOUVERS   AND NANA WALLS. DATA SHEET FOR ELEVATOR.   ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED   SUBMITTAL BY LISTING THEM ON THE COVER SHEET.   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.       D) VALET DROP OFF COMPLIANCE TO BE SHOWN ON SEPARATE   PERMIT.       E) POOL DECK, POOL UNDER A SEPARATE PERMIT.       A) SHEET 049-LS-102, 058-A-104 BOTH SHOW A LINEAR POOL   DECK DRAIN. NONE OF THE ARCHITECTURAL SHEETS SHOW THE   ELEVATION OR CROSS SLOPES OF THE POOL DECK. THE   STRUCTURAL SHEET 012-S-1.04 SHOWS (2) ELEVATIONS ONE AT   T. O. SLAB AT EL= 83 FEET AND A 2ND ELEVATION AT   ELEVATION T. O. SLAB 82 FEET. THE STRUCTURAL SHEET   036-S-4.20 DETAIL # 4 SHOWS 2 HEIGHTS IN THE CONCRETE   DECK. A FINISHED CONCRETE DECK AND A DROPPED STRUCTURAL   DECK AROUND THE POOL DECK ASSUMED AT T. O. SLAB AT EL=   82 FEET.       B) SHEET 037-S-4.21 DETAIL 10 SHOWS THE SUPPORT LIFT BY   THE EDGE OF THE POOL, BUT THIS SAME DETAIL SHOWS THE   SIDE WALL OF THE POOL, SECONDARY POOL STRUCTURE BY POOL   DESIGNER. THERE ARE ONLY THE 2 ELEVATIONS AROUND THE   POOL. THE STRUCTURAL SHEET 036-S-4.20 DETAIL # 4 HAS A   NOTE SEE ARCHITECTURAL SHEETS FOR SLOPE.       C) 2014 FBC-B SECTION 454.1.3.1.2. POOL WET DECKS SHALL   BE UNIFORMLY SLOPED AT A MINIMUM OF 2 PERCENT TO A   MAXIMUM OF 4 PERCENT AWAY FROM THE POOL OR TO DECK   DRAINS TO PREVENT STANDING WATER. THE PLANS ONLY SHOW A   LINEAR POOL DRAIN ON THE WEST SIDE OF THE POOL. PLEASE   SHOW COMPLIANCE FOR THE OTHER 3 SIDES.       D) THE ACCESSIBILITY CODE SECTION 403.3 CROSS SLOPES   FOR WALKING SURFACES SHALL BE NOT STEEPER THAN 1:48.   PLEASE PROVIDE HOW COMPLIANCE WILL BE ACHIEVED FOR BOTH   SECTIONS OF THE CODE.       E) SHEET 036-S-4.20 DETAIL # 1 AND 037-S-4.21 DETAIL #   10 SHOWS THE POOL STRUCTURAL WALL LEVEL WITH THE   STRUCTURAL DECK HOW WILL WATER FROM THE POOL DECK BE   SLOPED BACK TO THE LINEAR DECK DRAIN. WATER ON THE POOL   DECK SHALL BE SLOPED AWAY FROM THE POOL EDGE. 2014   FBC-B SECTION 454.1.3.1.2.       F) NA       G) SHEET 037-S-4.21 DETAIL # 10 SHOWS A STRUCTURAL BASE   FOR AN ADA CHAIR LIFT. THE ARCHITECTURAL SHEET   058-A-104 SHOWS THE POSITION OF THE CHAIR LIFT AND THE   CLEAR 48X30 INCHES PLEASE PROVIDE THE MANUFACTURES SPEC   ON THE LIFT THE DISTANCE FROM EDGE OF THE WATER TO THE   CENTERLINE OF THE SEAT IS 4.75 FEET. WILL THE LIFT BE   ABLE TO LIFT A PERSON INTO THE WATER WITH A SPAN OF 6   FEET OR MORE? 2014 FBC-ACCESSIBILITY CODE 1009.2. THE   LOCATION OF THE STRUCTURAL STAND APPEARS CLOSER THAN   THE ARCHITECTURAL SHEET?     Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2018-04-06 Cont ID   Sent By aclange Date 2018-03-19 Time 09:52 Rev Time 0.00 Received By aclange Date 2018-03-21 Time 07:35 Sent To   Notes 2018-03-21 16:01:42     ****PLAN REVIEW COMMENTS****       ART LANGE BUILDING PLANS EXAMINER       DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33402       561-805-6718 [email protected]       IF YOU HAVE ANY QUESTIONS OR IF I CAN BE OF FURTHER   ASSISTANCE FEEL FREE TO CONTACT ME.       FBC FLORIDA BUILDING CODE 2014 5TH EDITION W/2010 WEST   PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,   CHAPTER 1 ADMINISTRATION / FRC FLORIDA RESIDENTIAL CODE   2015 5TH EDITION       MARRIOTT HOTEL 17110874       2ND REVIEW       DATE: APRIL 6, 2018           1. ADDRESSED.       2. PROVIDE A SQUARE FOOTAGE BREAKDOWN BY USE AND   OCCUPANCY CLASSIFICATION ON PAGE A-000.       THIS IS USED TO ESTIMATE THE PROJECT COST USING ICC   BUILDING VALUATION DATA.   FBC 107.3       PLAN REVIEW RESPONSE:       A) PLEASE NOTE SINCE THE OCCUPANT LOAD FOR THE ROOFTOP   FLOOR IS OVER 1,000 OCCUPANTS. THERE ARE ONLY 3   VERTICAL STAIRWAYS IN THE CURRENT CONFIGURATION.   STAIRWAY # 2 WOULD NEED TO BE RE-CONFIGURED WITH A 2   HOUR WALL SEPARATING THE TWO SETS OF STAIRS INTO TWO   SEPARATE STAIR ENCLOSURES TO BE ABLE TO COMPLY WITH   FBC-B 1021.2.4.       B) SHEET 049-LS-102. IN THE EVENT ROOM 803 CAN BE MADE   INTO 4 SMALLER ROOMS PLEASE BREAK DOWN THE SQUARE   FOOTAGE OF EACH ROOM AND THE OCCUPANT LOAD IN EACH.   WITH THE OCCUPANT LOAD BEING TAKEN @ 7 NET IT WOULD   APPEAR THAT EACH OF THE FOLDING WALLS WILL NEED A 2ND   MEANS OF EGRESS IN EACH ROOM. SEE FBC-B TABLE 1015.1.       C) PLEASE NOTE ON THE ROOFTOP DECK THERE MAYBE 3   VERTICAL EXIT STAIRS BUT STAIRS 1 & 2 ARE LOCATED WHERE   YOU HAVE TO GO THROUGH SERVICE AREAS. STAIR # 1, JUST   TO THE EAST OF THIS STAIR IT LOOKS LIKE THIS IS A   SERVICE AREA FOR DRINKS, AND FOR STAIR # 2 THE SERVICE   AREA # 800 IS JUST THAT SERVICE AND STORAGE AREAS.       D) INCLUDE THE PREFUNCTION AREAS AND TERRACE AS 7 NET   AS PART OF THE OCCUPANT LOAD CALCULATIONS.   SEE TABLE 1004.1.2       2014 FBC-B 1014.2 EGRESS THROUGH INTERVENING SPACES.       EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH   THIS SECTION. 4. EGRESS SHALL NOT PASS THROUGH   KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR   SIMILAR PURPOSES.       SHEET 049-LS-102 SHOWS WHAT APPEARS TO BE A SLIDING   DOOR 802B A FOLDING GLASS PARTITION WALL. PLEASE   PROVIDE HOW COMPLIANCE WITH 2014 FBC-B 1008.1.2 DOOR   SWING. EGRESS DOORS SHALL BE OF THE PIVOTED OR   SIDE-HINGED SWINGING TYPE.       EXCEPTIONS: 9. IN OTHER THAN GROUP H OCCUPANCIES,   MANUALLY OPERATED HORIZONTAL SLIDING DOORS ARE   PERMITTED IN A MEANS OF EGRESS FROM SPACES WITH AN   OCCUPANT LOAD OF 10 OR LESS.       D) SEE ALSO SLIDING GLASS DOOR 802B. THIS CANNOT BE   USED TO ACCESS THE CORRIDOR LABELED SERVICE 610.       E) SHEET 049-LS-102. THE KEY PLAN INDICATES AREAS OF   THE FLOOR PLAN WHERE THERE WILL BE NON-SIMULTANEOUS   OCCUPANT LOADS. THE PRE-FUNCTION AREA LOBBY AND SERVICE   AREA 610. PLEASE NOTE FOR ASSEMBLY OCCUPANCIES THE ONLY   AREAS NOT TO BE FIGURED ARE NET AREAS. 2014 FBC-B 201:   FLOOR AREA, NET. THE ACTUAL OCCUPIED AREA NOT INCLUDING   UNOCCUPIED ACCESSORY AREAS SUCH AS CORRIDORS,   STAIRWAYS, TOILET ROOMS, MECHANICAL ROOMS AND CLOSETS.   BUILDINGS ARE LOOKED AT IN THE WORST CASE SCENARIO.   PROVIDE A CHART NAMING EACH ROOM, AND ROOM NUMBER, THE   SQUARE FOOT PER OCCUPANT, AND OCCUPANT LOAD PER ROOM,   PLUS THE TOTAL OCCUPANT LOAD FOR THIS FLOOR PER TABLE   1004.1.2.       F) IN ORDER TO MAINTAIN A CLEAR FLOW TO THE STAIRS WE   CAME UP WITH A FEW OPTIONS.       A. ADD A STAY OPEN DOOR TO PREVENT FLOW OF TRAVEL BACK   INTO THE CORRIDOR NEAR THE WALK IN COOLER ADJACENT TO   DOOR 807A.       B. AREAS 610 AND 800 SHOULD BE LABELED AS CORRIDOR NOT   SERVICE AREA.       C. ADDING A DOOR FROM THE POOL DECK TO STAIRS #3 NEAR   DOOR 814A AND MOVING DOOR 814A OVER TO ALLOW CLEARANCE   FOR THE NEW DOOR.       D. ADDING A SERIES OF EXIT SIGNS STARTING AT THE   PREFUNCTION AREA 802 THROUGH LOBBY 801 DIRECTING THE   FLOW TO THE #1 STAIRS. IF YOU WOULD LIKE TO DISCUSS   THESE OPTIONS FEEL FREE TO CONTACT ME.       3. OK. ADDRESSED.       4. ELEVATION CERTIFICATE ADDRESSED, WILL ISSUE WITH   PROVISIO       5. OK. ADDRESSED. WITH FOUNDATION PERMIT.       6. THRESHOLD AGREEMENTS WITH FOUNDATION PERMIT.       7. OK. ADDRESSED.       8. OK. ADDRESSED.       9. OK. ADDRESSED.       10. OK. ADDRESSED.       11. OK. ADDRESSED.       12. OK. ADDRESSED.       13. OK. ADDRESSED.       14. OK. ADDRESSED.       15. AN IMPACT FEE STOP HAS BEEN ADDED SO THAT THIS   COMMENT CAN BE REMOVED FROM THE STRUCTURAL REVIEW   COMMENTS.       16. OK. ADDRESSED.       17. OK. ADDRESSED.       18. OK. ADDRESSED.       19. ACCESSIBILITY NOT ADDRESSED. PLEASE SHOW HOW   COMPLIANCE WILL BE MET FOR THE FOLLOWING AREAS.       226.2 DISPERSION. DINING SURFACES REQUIRED TO COMPLY   WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR   FACILITY CONTAINING DINING SURFACES.   206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN   RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL   BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR   SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS AS WELL   AS BARS.       A. PROVIDE ACCESSIBLE COUNTER AT FIRST FLOOR GUEST   RECEPTION COUNTER.       B. PROVIDE ACCESSIBLE COUNTER AT FIRST FLOOR BAR AND   ROOF TOP BARS.       C. PROVIDE ACCESSIBLE SEATING IN DINING ROOM 1ST FLOOR   CAF? ON TERRACE, RESTAURANT.       D. PROVIDE ACCESSIBLE COUNTER AT ROOF TOP MAIN POOL BAR   AND SATELLITE BAR.       E. PROVIDE A FURNITURE PLAN FOR THE RESTAURANT AND BAR   AREAS.       INCLUDE ELEVATIONS OF THESE AREAS TO SHOW COMPLIANCE   WITH THE FLORIDA ACCESSIBILITY CODE FOLLOWING SECTIONS.       902.1 DINING SURFACES AND WORK SURFACES SHALL COMPLY   WITH 902.2 AND 902.3.       902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK   SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34   INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR   GROUND.       904.4 SALES AND SERVICE COUNTERS.   SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH   904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE   COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR   SERVICE COUNTER TOP.       902.4.1 CLEAR FLOOR OR GROUND SPACE.   A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR   FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE   CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED, EXCEPT   THAT KNEE CLEARANCE 24 INCHES (610 MM) MINIMUM ABOVE   THE FINISH FLOOR OR GROUND SHALL BE PERMITTED.       902.4.2 HEIGHT.   THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES (660   MM) MINIMUM AND 30 INCHES (760 MM) MAXIMUM ABOVE THE   FINISH FLOOR OR GROUND.       F. 19-2 PROVIDE THE FOLLOWING DETAILS FOR THE HOTEL   DROP OFF ZONE.   SHEET 047-AS-101 SHOWS A DROP OFF ZONE IN FRONT OF THE   HOTEL. THE DETAIL INDICATES SEE SHEET AS102 CURB RAMP   DETAILS. THE DETAIL SHEET DOES NOT PROVIDE DETAILS FOR   THE:   2014 FBC-ACCESSIBILITY CODE:       503.2 VEHICLE PULL-UP SPACE.   503.3 ACCESS AISLE.   503.3.1 WIDTH.   503.3.2 LENGTH.   503.3.3 MARKING.   503.4 FLOOR AND GROUND SURFACES.   503.5 VERTICAL CLEARANCE.       20. OK. ADDRESSED.       21. OK. ADDRESSED.       22. TO BE A PROVISO. PRODUCT APPROVALS AND SHOP   DRAWINGS WILL BE DEFFERED SUBMITTALS.       23. NOT ADDRESSED.       CONFIRM THAT THE NANA WALL ASSEMBLY USED WILL EXCEED   THE PRESSURES FOR THE AREAS THAT THEY ARE LOCATED.   OFTEN THESE DOORS DO NOT MEET THE PRESSURE REQUIREMENTS   FOR THIS TYPE OF BUILDING. FBC CHAPTER 16 FOR   COMPONENTS AND CLADDING.   24. PARTIALLY ADDRESSED. THANK YOU FOR PROVIDING THE   WEST FACADE AREA CALCULATIONS.       WE VARIFIED THAT THE CALCULATED OPENINGS ARE ACCURATE.   WE WERE NOT ABLE TO LOCATE THE DISTANCE OF 16FT. 3 IN.   FOR AREA B. PLEASE CONFIRM THIS DISTANCE. IT APPEARS TO   BE APPROXIMATLEY 12FT. 7IN. THE CALCULATIONS WILL BE OK   AT THIS DISTANCE.       PROVIDE THE CALCULATIONS TO SHOW MAXIMUM AREA OF   EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION   DISTANCE AND DEGREE OF OPENING PROTECTION ON THE WEST   SIDE OF THE HOTEL AND THE PROPOSED BUILDING ALONG THAT   WEST WALL.       FBC 705.8.1 ALLOWABLE AREA OF OPENINGS.   THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS   PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A   BUILDING SHALL NOT EXCEED THE PERCENTAGES SPECIFIED IN   TABLE 705.8.       25. OK. ADDRESSED.       26. GENERATOR       AS MENTIONED IN A RESPONSE FOR THE MECHANICAL REVIEW.   PLEASE PROVIDE INFORMATION ON THE GENERATOR ENCLOSURE   THAT WILL BE PROVIDED ALONG WITH THE FOLLOWING. ALSO   SHOW HOW THIS ENCLOSURE WILL COMPLY WITH FBC 1609 BASIC   WIND SPEED.       A) DISCREPANCY IN PLANS, THE LS SHEET 048-LS-101 DOES   NOT SHOW A GENERATOR WHEREAS SHEET 050-A101 DOES SHOW A   GENERATOR. PLEASE NOTE THIS BUILDING DOES REQUIRE A   GENERATOR BEING A HIGHRISE BUILDING.       2014 FBC-B 403.4.8 STANDBY POWER.   2014 FBC-B 403.4.8.1 SPECIAL REQUIREMENTS FOR STANDBY   POWER.       B) DISCREPANCY IN PLANS, THE LS SHEET 048-LS-101 DOES   NOT SHOW A GENERATOR WHEREAS SHEET 050-A101 DOES SHOW A   GENERATOR. IN NEITHER SHEET DOES THE PLANS SHOW THE   GENERATOR FULLY ENCASED IN A 2 HOUR WALL. THE PROPERTY   LINE WALL IS MISSING. PLEASE SEE FBC-B 403.8.1   REQUIRING A 2 HOUR FIRE BARRIERS ENCLOSURE WITHIN A   BUILDING. JUST THE OTHER SIDE OF THE PROPERTY LINE   THERE IS A 3 HOUR WALL AT THE ASSUMED PROPERTY LINE.       C) SHEETS LS SHEET 048-LS-101 ONLY INDICATE THIS ROOM   IS TO BE A GENERATOR, PLEASE NOTE THAT NO INFORMATION   IS GIVEN ON THE LIFE SAFETY SHEET IF THE GENERATOR HAS   A DAY TANK AND OTHER STORAGE TANKS, NOR DOES EITHER OF   THESE SHEETS NOTE INTAKE AND EXHAUST FOR THE GENERATOR,   104-M-101 IS ALSO SILENT ON THIS MATTER. 107.2.1.3.   ADDITIONAL INFORMATION IS REQUIRED.       D) SHEET 104-M-101 SHOWS WHAT APPEARS TO BE AN EXTERIOR   WALL ON THE PROPERTY LINE BUT A 18 X 18 INCH EXTERIOR   LOUVER WHICH WOULD NEED TO BE EXTENDED OUT OF THE   GENERATOR ROOM. 701.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED. THERE SHOULD BE AN EXTERIOR WALL FOR THE   GENERATOR, NOT SHOWN ON THE CURRENT SET OF PLANS.       27. PENETRATIONS THROUGH 2 HOUR RATED STAIRWAYS       A) PAGE 098-A-701 SHOWS WHAT APPEARS TO BE A 2 HOUR   DROPPED CEILING.       B) PAGE 048-LS101 AND 050-A101 BOTH SHOW STAIRWAY 3 AS   A 2HR VERTICAL EXIT STAIRWAY. PENETRATIONS WERE FOUND   ON PAGE 124-P-101.       SEE FBC-B 1022.5 PENETRATIONS. PENETRATIONS INTO AND   OPENINGS THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE   PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT   AND DUCTWORK NECESSARY FOR INDEPENDENT VENTILATION OR   PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,   ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION   SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR   EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX   NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH   PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH   SECTION 714. THERE SHALL BE NO PENETRATIONS OR   COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT,   BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS.       28. LAUNDRY ROOM AND LAUNDRY CHUTE       COMMON STATEMENT FOR FLOORS 2-7. SHEET 049LS102 AND   SHEET 055-A-103 BOTH SHOW THE LAUNDRY CHUTE ACCESS ROOM   WITHIN THE HOUSE KEEPING ROOM. THE HOUSE KEEPING ROOM   IS SHOWN AS 1 HOUR RATED BUT NOT THE LAUNDRY CHUTE   ACCESS ROOM.   PLEASE SHOW COMPLIANCE WITH 2014 FBC-B 713.13.3 REFUSE,   RECYCLING AND LAUNDRY CHUTE ACCESS ROOMS.       ACCESS OPENINGS FOR REFUSE, RECYCLING AND LAUNDRY   CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS   ENCLOSED BY NOT LESS THAN 1-HOUR FIRE BARRIERS   CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR   HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH   SECTION 711, OR BOTH. OPENINGS INTO THE ACCESS ROOMS   SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE   PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. DOORS   SHALL BE SELF- OR AUTOMATIC-CLOSING UPON THE DETECTION   OF SMOKE IN ACCORDANCE WITH SECTION 716.5.9.3.       COMMON STATEMENT FOR FLOORS 2-7. SHEET 049LS102 AND   SHEET 055-A-103 BOTH SHOW THE LAUNDRY CHUTE ACCESS ROOM   WITHIN THE HOUSE KEEPING ROOM. THE LAUNDRY CHUTE ACCESS   ROOM DOES NOT SHOW UP ON THE DOOR SCHEDULE, AND NEEDS   TO BE 1 HOUR FIRE RATED PER 2014 FBC-B 713.13.3.       29. BOOSTER PUMP       A) BOOSTER PUMP ROOM MAYBE WILL NEED FIRE RATED WALLS   AND OPENING PROTECTIVES? WHAT IS THIS BOOSTER PUMP TO   BE USED IN CONJUNCTION WITH? SHEET 124-P-101 THE   PLUMBING 1ST FLOOR DOES NOT SHOW THE BOOSTER PUMP TYING   INTO THE PRESSURE POTABLE WATER SYSTEM. 107.2.1.3   ADDITIONAL INFORMATION REQUIRED.       B) ON PAGE LS 101 THERE IS NOT A DOOR SHOWN TO GET OUT   OF THE BOOSTER ROOM / STORAGE AREA. PLEASE UPDATE.       30. SWIMMING POOL AREA       NOTE: SEVERAL OF THESE COMMENTS COULD BE A PROVISO OR   ADDED TO THE SWIMMING POOL PERMIT.       POOL DECK ONLY POOL UNDER A SEPARATE PERMIT.       A) SHEET 049-LS-102, 058-A-104 BOTH SHOW A LINEAR POOL   DECK DRAIN. NONE OF THE ARCHITECTURAL SHEETS SHOW THE   ELEVATION OR CROSS SLOPES OF THE POOL DECK. THE   STRUCTURAL SHEET 012-S-1.04 SHOWS (2) ELEVATIONS ONE AT   T. O. SLAB AT EL= 83 FEET AND A 2ND ELEVATION AT   ELEVATION T. O. SLAB 82 FEET. THE STRUCTURAL SHEET   036-S-4.20 DETAIL # 4 SHOWS 2 HEIGHTS IN THE CONCRETE   DECK. A FINISHED CONCRETE DECK AND A DROPPED STRUCTURAL   DECK AROUND THE POOL DECK ASSUMED AT T. O. SLAB AT EL=   82 FEET.       B) SHEET 037-S-4.21 DETAIL 10 SHOWS THE SUPPORT LIFT BY   THE EDGE OF THE POOL, BUT THIS SAME DETAIL SHOWS THE   SIDE WALL OF THE POOL, SECONDARY POOL STRUCTURE BY POOL   DESIGNER. THERE ARE ONLY THE 2 ELEVATIONS AROUND THE   POOL. THE STRUCTURAL SHEET 036-S-4.20 DETAIL # 4 HAS A   NOTE SEE ARCHITECTURAL SHEETS FOR SLOPE.       C) 2014 FBC-B SECTION 454.1.3.1.2. POOL WET DECKS SHALL   BE UNIFORMLY SLOPED AT A MINIMUM OF 2 PERCENT TO A   MAXIMUM OF 4 PERCENT AWAY FROM THE POOL OR TO DECK   DRAINS TO PREVENT STANDING WATER. THE PLANS ONLY SHOW A   LINEAR POOL DRAIN ON THE WEST SIDE OF THE POOL. PLEASE   SHOW COMPLIANCE FOR THE OTHER 3 SIDES.       D) THE ACCESSIBILITY CODE SECTION 403.3 CROSS SLOPES   FOR WALKING SURFACES SHALL BE NOT STEEPER THAN 1:48.   PLEASE PROVIDE HOW COMPLIANCE WILL BE ACHIEVED FOR BOTH   SECTIONS OF THE CODE.       E) SHEET 036-S-4.20 DETAIL # 1 AND 037-S-4.21 DETAIL #   10 SHOWS THE POOL STRUCTURAL WALL LEVEL WITH THE   STRUCTURAL DECK HOW WILL WATER FROM THE POOL DECK BE   SLOPED BACK TO THE LINEAR DECK DRAIN. WATER ON THE POOL   DECK SHALL BE SLOPED AWAY FROM THE POOL EDGE. 2014   FBC-B SECTION 454.1.3.1.2.       F) SHEET 036-S-4.20 DETAIL 4 INDICATES THE USE OF WOOD   DECK BY OTHERS, PLEASE PROVIDE EXACTLY WHERE THIS WOOD   DECKING IS TO BE INSTALLED, SEE SECTION 454.1.3.1.1 OF   THE 2014 FBC-B. POOL WET DECKS SHALL BE CONSTRUCTED OF   CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH   SLIP-RESISTANT FINISH. WET DECK AREA FINISHES SHALL BE   DESIGNED FOR SUCH USE AND SHALL BE INSTALLED IN   ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.   WOODEN DECKS AND WALKWAYS ARE PROHIBITED.       G) SHEET 037-S-4.21 DETAIL # 10 SHOWS A STRUCTURAL BASE   FOR AN ADA CHAIR LIFT. THE ARCHITECTURAL SHEET   058-A-104 SHOWS THE POSITION OF THE CHAIR LIFT AND THE   CLEAR 48X30 INCHES PLEASE PROVIDE THE MANUFACTURES SPEC   ON THE LIFT THE DISTANCE FROM EDGE OF THE WATER TO THE   CENTERLINE OF THE SEAT IS 4.75 FEET. WILL THE LIFT BE   ABLE TO LIFT A PERSON INTO THE WATER WITH A SPAN OF 6   FEET OR MORE? 2014 FBC-ACCESSIBILITY CODE 1009.2. THE   LOCATION OF THE STRUCTURAL STAND APPEARS CLOSER THAN   THE ARCHITECTURAL SHEET?       31. WALL IDENTIFICATION       SHEET 048-LS101 AND 050-A101 THIS STATEMENT IS COMMON   FOR ALL FLOOR PLANS. I COULD NOT FIND ANY WALL   IDENTIFICATION TAGS IDENTIFYING WALL TYPES LISTED ON   SHEET 093-A6.11. SHEET 093-A6-11 ALSO DOES NOT IDENTIFY   WALL TYPES WITH WALL IDENTIFICATION TAGS.   707.3.4 EXIT PASSAGEWAY.   707.3.1 SHAFT ENCLOSURES.   707.3.5 HORIZONTAL EXIT   707.3.7 INCIDENTAL USES.   420.2 SEPARATION WALLS.       NOTE THIS LIST IS ONLY AN EXAMPLE OF MISSING WALL   IDENTIFICATION TAGS. SHEET 092-A-601 DOES SHOW WALL   TYPES BUT THE REFERENCE IS NOT FOUND ON THE   ARCHITECTURAL FLOOR PLANS, A-101, A-102, A-103, &   A-104.       32. DOOR AND WALL RATINGS       A) THE LIFE SAFETY PLAN SHOWS 2 HOUR FIRE RATED WALLS   IN THE LIFE SAFETY ROOM 107 AND MAIN ELECTRICAL ROOM   BUT THE DOORS 107A AND 108A ONLY SHOW 45 MINUTES. SEE   FBC-B TABLE 716.5. 2 HOUR WALLS REQUIRE 1 ? HR. OPENING   PROTECTIVES.   B) DOOR INTO GENERATOR ROOM 137B. SEE FBC-B TABLE   716.5. 2 HOUR WALLS REQUIRE 1 ? HR. OPENING   PROTECTIVES.   C) DOOR 128A VESTIBULE IN A ONE DOOR FIRE RATED WALL,   TABLE 716.5 FOR A ONE HOUR FIRE BARRIER A ONE HOUR FIRE   RATED DOOR.   D) DOOR 128A VESTIBULE IN A ONE DOOR FIRE RATED WALL,   TABLE 716.5 FOR A ONE HOUR FIRE BARRIER A ONE HOUR FIRE   RATED DOOR.   E) DOOR 124A FUTURE LAUNDRY IN A ONE HOUR RATED WALL   REQUIRES 1 HR. FIRE RATING PER TABLE 716.5.   F) PAGES 049 LS102, 055 A-103 AND M-102 AT STAIRWELL #3   SHOULD SHOW A 2 HOUR RATING BETWEEN THE SMOKE PURGE   MAKE- UP AIR AND THE STAIRWELL AND THE STAIRWELL   PRESSURIZATION RISER.   FBC-B 1022.5 PENETRATIONS. PENETRATIONS INTO AND   OPENINGS THROUGH INTERIOR EXIT STAIRWAYS ARE PROHIBITED   EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK   NECESSARY FOR INDEPENDENT VENTILATION OR   PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,   ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION   SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR   EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX   NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH   PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH   SECTION 714. THERE SHALL BE NO PENETRATIONS OR   COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT,   BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS.   G) DOOR 124A FUTURE LAUNDRY IN A ONE HOUR RATED WALL   REQUIRES 1 HR. FIRE RATING PER TABLE 716.5.   H) DOOR 118A LOOKS LIKE AN EXIT DOOR FROM THE   STAIRWELL, THERE NEEDS TO BE SIGNAGE ON THIS DOOR NOT   AN EXIT TO THE EXTERIOR. 107.2.1.3 ADDITIONAL   INFORMATION REQUIRED. SIGNAGE REQUIRED.           WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL FORM:       HTTP://WPB.ORG/DEVELOPMENT/WPCONTENT/UPLOADS/SITES/33/2   013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF       THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION.   WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED   SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS   READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE   RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE   FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR   *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN   THE PERMIT PACKAGE.       A RESPONSE LETTER INDICATING HOW EACH ITEM WAS   ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW.           PROVISOS:       A) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED.       B) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR   A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.       C) PRODUCT APPROVALS       FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE   PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.   SPECIFICALLY, PROVIDE ROOFING, EXTERIOR WINDOW, AND   DOORS, STOREFRONT , OVERHEAD DOORS, ROOF HATCH, LOUVERS   AND NANA WALLS. DATA SHEET FOR ELEVATOR.   ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED   SUBMITTAL BY LISTING THEM ON THE COVER SHEET.   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.     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2018-01-31 Cont ID   Sent By alange Date 2018-01-31 Time 11:32 Rev Time 0.00 Received By aclange Date 2018-01-26 Time 08:49 Sent To   Notes 2018-01-31 11:29:56 ****PLAN REVIEW COMMENTS****       ART LANGE BUILDING PLANS EXAMINER       DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33402       561-805-6718 [email protected]       FBC FLORIDA BUILDING CODE 2014 5TH EDITION W/2010 WEST   PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,   CHAPTER 1 ADMINISTRATION / FRC FLORIDA RESIDENTIAL CODE   2015 5TH EDITION       MARRIOTT HOTEL 17110874   1ST REVIEW   DATE: JANUARY 31, 2018       ACTION: DENIED       ART IN PUBLIC PLACES       NOTICE ONLY: THE CITY OF WEST PALM BEACH ART IN PUBLIC   PLACES ORDINANCE REQUIREMENT THAT APPLIES TO ANY   REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE   PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE   TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR   GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS   ORDINANCE.   PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND   CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,   ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION   78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL   PROJECT CONSTRUCTION COST.       PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE   V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND   NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO   THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE   PROJECTS.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]       1. ADDRESSING       PROVIDE THE ADDRESS OF 251 NARCISSUS AVE. IN THE TILE   BLOCK OF ALL PAGES AND SUPPORTING DOCUMENTS.       IF YOU BELIEVE THIS ADDRESS IS NOT CORRECT CONTACT   MICHAEL ORIO.   CITY MUNI CODE SEC.78-6 (1-7)   (2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE   ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION   OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR   PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE   READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR   TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE   ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE   BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE   HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE   NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF   NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE,   SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE   CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS   WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL,   INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A   SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS   SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL   ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL   ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE   POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH   A COMMON EXTERIOR ENTRANCE.   (3) MONUMENT SIGNS. ALL MONUMENT SIGNS FOR MULTIPLE   RESIDENTIAL, COMMERCIAL, INDUSTRIAL, OR INSTITUTIONAL   DEVELOPMENTS SHALL POST THE ADDRESS RANGE FOR THE   DEVELOPMENT. THE POSTED ADDRESS RANGE SHALL MEET THE   REQUIREMENTS OF THIS SECTION.   CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/   INFORMATION TECHNOLOGY   TEL: 561-494-1040   2. PROVIDE A SQUARE FOOTAGE BREAKDOWN BY USE AND   OCCUPANCY CLASSIFICATION ON PAGE A-000.   THIS IS USED TO ESTIMATE THE PROJECT COST USING ICC   BUILDING VALUATION DATA.   FBC 107.3       3. WATERPROOFING       ON PAGE A 711 ELEVATOR SECTIONS A AND B SHOW BLINDSIDE   WATERPROOFING. PROVIDE SPECIFICATIONS FOR THIS PRODUCT.   FBC 1805.3 WATERPROOFING.       WHERE THE GROUND-WATER INVESTIGATION REQUIRED BY   SECTION 1803.5.4 INDICATES THAT A HYDROSTATIC PRESSURE   CONDITION EXISTS, AND THE DESIGN DOES NOT INCLUDE A   GROUND-WATER CONTROL SYSTEM AS DESCRIBED IN SECTION   1805.1.3, WALLS AND FLOORS SHALL BE WATERPROOFED IN   ACCORDANCE WITH THIS SECTION.       4. FLOOD ZONE CERTIFICATES       FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES   SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD   ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.   DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE   REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES   REQUIRED:       (A) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE   PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR   HEIGHT.       (B) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED       (C) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY   OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.       5. SUBMIT SUPPORTING DOCUMENTS FROM ARDAMAN @   ASSOCIATES.THEY SHALL BE REVIEWED BY THE ARCHITECT OF   RECORD AND STAMPED AS REVIEWED AND APPROVED.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC...       6. THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   "THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS   GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH   HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN   THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.   IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500   PERSONS.       6A. THRESHOLD INSPECTION PLAN FL S. S. 553.71(7). 2010   WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1 THE ENFORCING   AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL   INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A   THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION   PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL   INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING   AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR   THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE   OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE   SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT   THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE   WITH THE PERMITTED DOCUMENTS.       6B. THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS   ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH   INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND   REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE   PLACE.       6C. FOR THE SPECIAL 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.       6D. A FOUNDATION PERMIT IS IN APPLICATION 17090201 AND   HAS NOT BEEN APPROVED AT THIS POINT. PLEASE SUBMIT THE   THRESHOLD INSPECTION PLAN, SOILS REPORTS AND THRESHOLD   APPLICATION WITH THIS PERMIT AS WELL.       7. PLEASE SHOW HOW SLOPE LIMITS WILL BE ACHIEVED. 2014   FBC 3304.1.1 SLOPE LIMITS. SLOPES FOR PERMANENT FILL   SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO   UNITS HORIZONTAL (50-PERCENT SLOPE). CUT SLOPES FOR   PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE   UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT   SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR   CUT SLOPES SHALL BE PERMITTED ONLY UPON THE   PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE   TO THE BUILDING OFFICIAL.       8. SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY   BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE   IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED   BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR   FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION   SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED   AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER   MOVEMENT.       9. PLEASE PROVIDE COMPLIANCE WITH: POLLUTION PREVENTION   PLAN. 2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING   PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM   DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION   WORK. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF   AND EROSION DURING CONSTRUCTION OR DEMOLITION   ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION   TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS   OF ADJOINING BUILDINGS ADVISING THEM THAT THE   EXCAVATION IS TO BE MADE AND THAT THE ADJOINING   BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL   BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE   SCHEDULED STARTING DATE OF THE EXCAVATION.       10. IMPACT OF CONSTRUCTION 109.3.10. ALL CONSTRUCTION   ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A   MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF   ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO   AFFECT SAID PROPERTY PURSUANT TO CONSENT BY THE   APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS   AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS   INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,   NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE   STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION   ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE   WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY   REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH   ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS   OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,   CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL   DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,   DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING   PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ.   FT. OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A   PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED   DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A   CERTIFICATION FROM A LICENSED ENGINEER SHALL BE   SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL   OF THE FINAL INSPECTION.       11. ADJACENT TO EXCAVATIONS FBC 3306.9. EVERY   EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR LESS   FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A   BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE   LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT   LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE   BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE   STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN   CHAPTER 16.       12. PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE   PROVIDE COMPLIANCE WITH: FBC-B 3306.5 BARRIERS.   BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN   HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY   NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE   ENTIRE LENGTH OF THE CONSTRUCTION SITE.       13. ALL CONSTRUCTION TRAILERS (MOBILE OR MODULAR   BUILDINGS) THAT ARE GOING TO HAVE MEETING IN THEM WILL   BE REQUIRED TO GET A PERMIT, 102.2( E ) MOBILE OR   MODULAR STRUCTURES USED AS TEMPORARY OFFICES, EXCEPT   THAT THE PROVISIONS OF PART V (SECTION 553.501-553.513,   FLORIDA STATUTES) RELATING TO ACCESSIBILITY BY PERSONS   WITH DISABILITIES, AND PERMITS SHALL BE REQUIRED FOR   STRUCTURAL SUPPORT AND TIE DOWN, ELECTRICAL SUPPLY, AND   ALL UTILITY CONNECTIONS TO SUCH MOBILE OR MODULAR   STRUCTURES.       14. STANDPIPES. FBC 3311.1       IN BUILDINGS REQUIRED TO HAVE STANDPIPES BY SECTION   905.3.1, NO FEWER THAN ONE STANDPIPE SHALL BE PROVIDED   FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE   INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE   THAN 40 FEET (12 192 MM) IN HEIGHT ABOVE THE LOWEST   LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE   SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS   AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH   STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES   TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF   CONSTRUCTION HAVING SECURED DECKING OR FLOORING.       15. 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.       16. WALL SECTIONS 3 / A. 301 AND 4 / A.301 SHOW FAUX   BEAMS. PLEASE PROVIDE ADDITIONAL INFORMATION ON THIS   PRODUCT. SHOW HOW THIS IS IN COMPLIANCE WITH FBC 603.1   COMBUSTIBLE MATERIALS IN TYPE I CONSTRUCTION.       17. INSULATION IN SEVERAL LOCATIONS IS SHOWN AS R-20.   THE ENERGY CALCS PROVIDED SHOW R-19 AT ROOF LOCATIONS.   PLEASE CLARIFY. FBC 107.3       18. ON PAGE A. 204A PROVIDE A ROOM DESCRIPTION FOR THE   ROOM NEXT TO THE ELEVATOR SHAFT WITH DOOR 808A. FBC   107.3       19. ACCESSIBILITY       A. PROVIDE ACCESSIBLE COUNTER AT FIRST FLOOR GUEST   RECEPTION COUNTER.       B. PROVIDE ACCESSIBLE COUNTER AT FIRST FLOOR BAR.       C. PROVIDE ACCESSIBLE SEATING IN DINING ROOM 1ST FLOOR   CAF? ON TERRACE, RESTAURANT.       D. PROVIDE ACCESSIBLE COUNTER AT ROOF TOP MAIN POOL BAR   AND SATELLITE BAR.       INCLUDE ELEVATIONS OF THESE AREAS TO SHOW COMPLIANCE   WITH THE FLORIDA ACCESSIBILITY CODE FOLLOWING SECTIONS.       902.1 DINING SURFACES AND WORK SURFACES SHALL COMPLY   WITH 902.2 AND 902.3.       902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK   SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34   INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR   GROUND.       904.4 SALES AND SERVICE COUNTERS.   SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH   904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE   COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR   SERVICE COUNTER TOP.       902.4.1 CLEAR FLOOR OR GROUND SPACE.   A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR   FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE   CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED, EXCEPT   THAT KNEE CLEARANCE 24 INCHES (610 MM) MINIMUM ABOVE   THE FINISH FLOOR OR GROUND SHALL BE PERMITTED.       902.4.2 HEIGHT.   THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES (660   MM) MINIMUM AND 30 INCHES (760 MM) MAXIMUM ABOVE THE   FINISH FLOOR OR GROUND.       20. DOOR ARRANGEMENT       THE DISTANCE BETWEEN THE DOORS IN SERIES AT THE   CORRIDOR BY THE CORNER SUITES IS LESS THAN 48?. SEE   SUITES 211 AND 243 FOR AN EXAMPLE.       FBC 1008.1.8 SPACE BETWEEN TWO DOORS IN A SERIES SHALL   BE 48 INCHES (1219 MM) MINIMUM PLUS THE WIDTH OF A DOOR   SWINGING INTO THE SPACE. DOORS IN A SERIES SHALL SWING   EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE   BETWEEN THE DOORS.           21. RAILING SHOWN ON ID 303 1. THE HEIGHT IS OK. WHAT   IS ON THE OPPOSITE SIDE. SHOW COMPLIANCE WITH FBC   1013.2 WHERE REQUIRED.       GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING   SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS,   STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN   30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR   GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 MM)   HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL   BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE   WITH SECTION 1607.8.       FBC 1013.4 OPENING LIMITATIONS.   REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW   PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM   THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT.       22. PRODUCT APPROVALS       FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE   PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.   SPECIFICALLY, PROVIDE ROOFING, EXTERIOR WINDOW, AND   DOORS, STOREFRONT , OVERHEAD DOORS, ROOF HATCH, LOUVERS   AND NANA WALLS. DATA SHEET FOR ELEVATOR.       ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED   SUBMITTAL BY LISTING THEM ON THE COVER SHEET.       FBC 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.       23. CONFIRM THAT THE NANA WALL ASSEMBLY USED WILL   EXCEED THE PRESSURES FOR THE AREAS THAT THEY ARE   LOCATED. OFTEN THESE DOORS DO NOT MEET THE PRESSURE   REQUIREMENTS FOR THIS TYPE OF BUILDING. FBC CHAPTER 16   FOR COMPONENTS AND CLADDING.       24. PROVIDE THE CALCULATIONS TO SHOW MAXIMUM AREA OF   EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION   DISTANCE AND DEGREE OF OPENING PROTECTION ON THE WEST   SIDE OF THE HOTEL AND THE PROPOSED BUILDING ALONG THAT   WEST WALL.   FBC 705.8 AND TABLE 705.8.   FBC 705.8.1 ALLOWABLE AREA OF OPENINGS.   THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS   PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A   BUILDING SHALL NOT EXCEED THE PERCENTAGES SPECIFIED IN   TABLE 705.8.       25. SEPARATE PERMITS REQUIRED FOR CONSTRUCTION   TRAILERS, LANDSCAPING, SIGNS AND SWIMMING POOL.   THE FOUNDATION PERMIT SUBMITTED 17090201 HAS COMPLETED   THE FIRST ROUND OF PLAN REVIEWS. FBC 105.1           WHEN RESUBMITTING, PLEASE COMPLETE A RESUBMITTAL FORM:       HTTP://WPB.ORG/DEVELOPMENT/WPCONTENT/UPLOADS/SITES/33/2   013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF       THIS FORM IS ALSO AVAILABLE AT THE BUILDING DIVISION.   WHEN RESUBMITTING, SWAP OUT SHEETS WHICH HAVE CHANGED   SO THAT THERE ARE TWO COMPLETE, COLLATED SETS OF PLANS   READY FOR PERMIT ISSUANCE. OLD SHEETS ARE TO BE   RETAINED IN THE PERMIT APPLICATION PACKAGE (SEPARATE   FROM THE PERMIT SETS) AND MARKED *OLD SHEETS* OR   *VOID*. PLEASE KEEP BOTH SETS OF OLD VOIDED SHEETS IN   THE PERMIT PACKAGE.       A RESPONSE LETTER INDICATING HOW EACH ITEM WAS   ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW.     Review Stop E ELECTRICAL Rev No 3 Status P Date 2018-07-12 Cont ID   Sent By jpearson Date 2018-07-12 Time 15:00 Rev Time 0.00 Received By jpearson Date 2018-07-12 Time 15:00 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status F Date 2018-04-12 Cont ID   Sent By jpearson Date 2018-04-12 Time 14:11 Rev Time 0.00 Received By jpearson Date 2018-04-12 Time 14:10 Sent To   Notes 2018-04-12 14:10:51 CODES IN EFFECT:   FBC = FLORIDA BUILDING CODE 2014 5TH EDITION   FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014   5TH EDITION   FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION   NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE   FS = FLORIDA STATUTES       ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.       PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED   SATISFACTORILY ARE MARKED AS CORRECTED. PREVIOUS   COMMENTS THAT HAVE NOT BEEN ADDRESSED SATISFACTORILY   HAVE ADDITIONAL COMMENTS IN PARENTHESES. ANY NEW   COMMENTS WILL BE LISTED AFTER PREVIOUS COMMENTS.       1. CORRECTED.   2. CORRECTED.   3. CORRECTED.   4. CORRECTED.   5. CORRECTED.   6. CORRECTED.   7. CORRECTED.   8. CORRECTED.   9. CORRECTED.   10. PROVIDE SPECS OF FIRE PUMP CONTROLLER/ATS, FIRE   PUMP MOTOR, AND JOCKEY PUMP. INCLUDE MOTOR SIZES AND   AMPERAGE DRAW TO CONFIRM CONDUCTOR SIZING. NEC 110.3,   695.4, 695.6 (INSUFFICIENT INFORMATION PROVIDED. MOTOR   HP, LOCKED ROTOR CURRENT, AND NORMAL CURRENT NEED TO BE   SHOWN ON PLAN FOR SIZING OF CONDUCTORS. FIRE PROTECTION   SHEET DOES NOT PROVIDE THIS INFORMATION.)   11. CORRECTED.   12. CORRECTED.   13. PROVIDE ACCURATE SIZE OF MAIN BONDING JUMPER. NEC   250.28(D) (THE MAIN BONDING JUMPER IS DEFINED AS "THE   CONNECTION BETWEEN THE GROUNDED CIRCUIT CONDUCTOR AND   THE EQUIPMENT GROUNDING CONDUCTOR AT THE SERVICE". THE   PLAN SHOWS A 750 KCMIL CONDUCTOR IN THE LOCATION THAT   THE GROUNDING ELECTRODE CONDUCTOR IS INSTALLED, WHICH   IS LABELED WRONG AS THE MAIN BONDING JUMPER. PER NEC   250.66, THE GROUNDING ELECTRODE CONDUCTOR WOULD BE 3/0   CU OR 250 KCMIL AL. THE MAIN BONDING JUMPER FOR SERVICE   # 1 WOULD HAVE TO EQUAL OR EXCEED 12.5% OF THE TOTAL   CONDUCTOR AREA. NINE SETS OF 750 KCMIL WOULD THEREFORE   REQUIRE A CONDUCTOR SIZED AT 843.75 KCMIL CU, WHICH THE   NEXT SIZE AVAILABLE IS 900 KCMIL, OR THE EQUIVALENT   PARALLEL CONDUCTORS. THE MAIN BONDING JUMPERS FOR   ADDITIONAL SERVICES WOULD ALSO NEED TO BE CALCULATED   PER NEC 250.28(D)(1). PROVIDE CORRECTION.)   14. PROVIDE ACCURATE LOAD CALCULATION FOR EACH SERVICE.   LOAD CALCULATION PROVIDED SHOWS DEMAND FACTORS APPLIED   TWICE, ONCE FOR EACH PANEL, AND THEN AGAIN FOR NUMBER   OF UNITS. DEMAND FACTORS CAN ONLY BE APPLIED ONCE FOR   SERVICE. ADDITIONALLY, THE DEMAND FACTORS PERMITTED IN   NEC 220.84 APPLY TO DWELLING UNITS, WHICH IS DEFINED AS   A UNIT THAT HAS PERMANENT PROVISIONS FOR LIVING,   SLEEPING, COOKING, AND SANITATION. MANY OF THE GUEST   ROOMS DO NOT FIT THIS DEFINITION, THEREFORE, THE DEMAND   FACTORS COULD NOT BE APPLIED. NO LOAD CALCULATION   PROVIDED FOR SERVICE 2 OF 2, OR FOR GENERATOR. NEC 100,   220; FBC 107.2.1 (THERE ARE STILL LOADS MISSING IN SOME   PANEL SCHEDULES, THEREFORE, HOW CAN THE LOAD   CALCULATION PROVIDED BE ACCURATE? AS AN EXAMPLE, THERE   IS NO LOAD INCLUDED FOR THE POOL PANEL. THIS IS NOT THE   ONLY EXAMPLE. PROVIDE ACCURATE LOAD CALCULATION AS   PREVIOUSLY REQUESTED.)   15. PROVIDE VOLTAGE DROP CALCULATIONS, SHOWING   COMPLIANCE WITH FBC EC C405.7.3, PROVIDE BLOCK NOTE   STATING COMPLIANCE WITH FBC EC C405.7.4 AT COMPLETION   OF PROJECT. (THESE ARE 2 SEPARATE ITEMS. THE VOLTAGE   DROP CALCULATIONS NEED TO BE SHOWN ON PLAN AS PART OF   DESIGN PER C405.7.3. VOLTAGE DROP CALCULATION IS ALSO   REQUIRED AT FIRE PUMP PER 695.7. THE BLOCK NOTE   PROVIDED INCORRECTLY REQUIRES THE ELECTRICAL CONTRACTOR   TO PROVIDE THIS INFORMATION. THE BLOCK NOTE SHOULD BE   FOR SUBMITTAL DOCUMENTS REQUIRED PER C405.7.4. READ   CODE SECTION AND PROVIDE ACCURATE BLOCK NOTE IN   ADDITION TO THE VOLTAGE DROP CALCULATIONS THAT ARE   REQUIRED TO BE ON PLAN.)   16. CORRECTED.   17. MANY PANEL SCHEDULES PROVIDED ARE MISSING   INFORMATION INCLUDING LOAD INFORMATION, GFCI   PROTECTION, AND WIRE SIZES. PROVIDE PANEL SCHEDULES FOR   ALL PANELS WITH COMPLETE INFORMATION. NEC 215.2, 215.5,   408.4, 408.30; FBC 107.2.1 (NOT CORRECTED COMPLETELY)   18. CORRECTED.   19. CORRECTED.   20. CORRECTED.   21. PROVIDE DETAILS OF COMPLIANCE WITH NEC 240.87 (NOTE   PROVIDED STATES THAT DOCUMENTATION WILL BE PROVIDED.   HOWEVER, THERE IS NO EXPLANATION ON PLAN HOW THE ARC   REDUCTION WILL BE ACCOMPLISHED. DETAIL WHICH METHOD   WILL BE USED.)   22. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES   EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN   RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR   LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC 405.5.2   (RESPONSE LETTER STATES THIS WILL BE PROVIDED IN AN   ADDENDUM, BUT THIS COULD NOT BE LOCATED ON PLAN.   PROVIDE AS PREVIOUSLY REQUESTED.)       END OF COMMENTS.       PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN   RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES   INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE   PREVIOUSLY REVIEWED SHEETS.       SINCERELY,       JOHN PEARSON   ELECTRICAL PLANS EXAMINER   561-805-6746   [email protected]         Review Stop E ELECTRICAL Rev No 1 Status F Date 2018-02-04 Cont ID   Sent By jpearson Date 2018-02-04 Time 15:51 Rev Time 0.00 Received By jpearson Date 2018-01-25 Time 08:08 Sent To   Notes 2018-02-04 14:33:44 CODES IN EFFECT:   FBC = FLORIDA BUILDING CODE 2014 5TH EDITION   FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014   5TH EDITION   FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION   NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE   FS = FLORIDA STATUTES       ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.       1. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,   DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD   SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS   (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF   THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE   REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET   SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,   107.2.1   2. PLAN DOES NOT SHOW ADDRESS OF PROJECT. PROVIDE   ADDRESS ON PLAN SHEETS. FBC 107.2.1   3. PROVIDE DETAILS OF THE ADDITIONAL LIGHTING CONTROLS   STIPULATED IN THE FBC ENERGY CODE. MANY AREAS DO NOT   SHOW THE AUTOMATIC CONTROL REQUIRED. FBC EC 405.2.2,   405.2.2.2   4. SHEET E-104 SHOWS LIGHTING ADJACENT TO THE POOL THAT   APPEARS TO BE WITHIN THE ZONE WHERE LIGHTING IS NOT   PERMITTED. PROVIDE CORRECTION. NEC 680.22(B)(1)   5. SHEET E-201 SHOWS A ?GENERATOR LOAD BANK?. PROVIDE   CLARIFICATION OF LOAD TEST PROCEDURE AND SPECS. WHY IS   THIS FED FROM PANEL EH1? NEC 110.3, 215.5; FBC 107.2.1   6. MOST BATHROOMS IN GUEST ROOMS DO NOT SHOW THE   REQUIRED GFCI OUTLET WITHIN 3 FEET OF BASIN. ALSO, THE   CIRCUIT SHOWN FOR THE BATHROOM IS SHOWN FEEDING LIGHTS   OR OUTLETS OUTSIDE OF THE BATHROOM. PROVIDE   CORRECTIONS. NEC 210.11, 210.60   7. NOTE 35 OF GENERAL NOTES STATES THAT THE RECEPTACLES   FOR WATER COOLERS SHALL BE DIRECTLY BEHIND THE WATER   COOLER, OUT OF SIGHT. GFCI PROTECTION FOR WATER COOLERS   IS REQUIRED TO BE READILY ACCESSIBLE. PROVIDE FURTHER   EXPLANATION IN NOTE, OR AT LOCATION OF WATER COOLERS,   THAT IF THE RECEPTACLE IS BEHIND COOLER, A GFCI BREAKER   MUST BE USED. NEC 210.8, 422.52   8. DIAGRAM FOR SERVICE DISCONNECT 2 OF 2 IS CONFUSING   AND NEEDS CLARIFICATION. THIS IS LABELED AS A FIRE PUMP   ATS, BUT IS SHOWS AS A DISCONNECT. THERE APPEARS TO BE   A FEED FROM THE GENERATOR WHICH SHOWS TWO 600 AMP   BREAKERS TIED TOGETHER, ONE FOR FIRE PUMP AND ONE FOR   ATS-E. FEED FOR FIRE PUMP NEEDS TO BE INDEPENDENT OF   ANY OTHER LOADS. FIRE PUMP AND JOCKEY PUMP ARE NOT   SHOWN ON RISER DIAGRAM. PROVIDE CORRECTION AND   CLARIFICATION. FBC 107.2.1; NEC 695.4, 695.6   9. JOCKEY PUMP IS SHOWN AS BEING FED FROM PANEL EH1,   CIRCUIT 7, 9, 11. JOCKEY PUMP FEED SHOULD NOT COME FROM   A SOURCE THAT FEEDS LOADS OTHER THAN FIRE PUMP   ASSOCIATED EQUIPMENT. PROVIDE CORRECTION. NEC 695.6   10. PROVIDE SPECS OF FIRE PUMP CONTROLLER/ATS, FIRE   PUMP MOTOR, AND JOCKEY PUMP. INCLUDE MOTOR SIZES AND   AMPERAGE DRAW TO CONFIRM CONDUCTOR SIZING. NEC 110.3,   695.4, 695.6   11. PROVIDE GFI PROTECTION FOR MAIN MSB. NEC 230.95   12. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR   EACH PANEL INCLUDING INFORMATION FROM THE POWER COMPANY   STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR   THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE   SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.   ESTIMATED VALUES ARE NOT ACCEPTABLE. NEC 110.9, 110.10   13. PROVIDE ACCURATE SIZE OF MAIN BONDING JUMPER. NEC   250.28(D)   14. PROVIDE ACCURATE LOAD CALCULATION FOR EACH SERVICE.   LOAD CALCULATION PROVIDED SHOWS DEMAND FACTORS APPLIED   TWICE, ONCE FOR EACH PANEL, AND THEN AGAIN FOR NUMBER   OF UNITS. DEMAND FACTORS CAN ONLY BE APPLIED ONCE FOR   SERVICE. ADDITIONALLY, THE DEMAND FACTORS PERMITTED IN   NEC 220.84 APPLY TO DWELLING UNITS, WHICH IS DEFINED AS   A UNIT THAT HAS PERMANENT PROVISIONS FOR LIVING,   SLEEPING, COOKING, AND SANITATION. MANY OF THE GUEST   ROOMS DO NOT FIT THIS DEFINITION, THEREFORE, THE DEMAND   FACTORS COULD NOT BE APPLIED. NO LOAD CALCULATION   PROVIDED FOR SERVICE 2 OF 2, OR FOR GENERATOR. NEC 100,   220; FBC 107.2.1   15. PROVIDE VOLTAGE DROP CALCULATIONS, SHOWING   COMPLIANCE WITH FBC EC C405.7.3, PROVIDE BLOCK NOTE   STATING COMPLIANCE WITH FBC EC C405.7.4 AT COMPLETION   OF PROJECT.   16. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:   8.4.2. PER THIS REQUIREMENT, THE FOLLOWING SHALL BE   AUTOMATICALLY CONTROLLED: 1) AT LEAST 50% OF ALL   125-VOLT, 15 AND 20 AMP RECEPTACLES, IN ALL PRIVATE   OFFICES, CONFERENCE ROOMS, ROOMS USED PRIMARILY FOR   PRINTING AND/OR COPYING FUNCTIONS, BREAK ROOMS,   CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. 2) AT LEASE   25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR MODULAR   FURNITURE NOT SHOWN ON THE CONSTRUCTION DOCUMENTS. FBC   EC 405.7.1   17. MANY PANEL SCHEDULES PROVIDED ARE MISSING   INFORMATION INCLUDING LOAD INFORMATION, GFCI   PROTECTION, AND WIRE SIZES. PROVIDE PANEL SCHEDULES FOR   ALL PANELS WITH COMPLETE INFORMATION. NEC 215.2, 215.5,   408.4, 408.30; FBC 107.2.1   18. PROVIDE DETAIL OF LABELING FOR SERVICE. NEC   230.2(E)   19. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF   SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND   AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24   20. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT   SERVICE. SHOW ON PLAN. NEC 250.94   21. PROVIDE DETAILS OF COMPLIANCE WITH NEC 240.87   22. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES   EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN   RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR   LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC 405.5.2       DUE TO LACK OF INFORMATION OF PLANS PROVIDED, A   COMPLETE REVIEW COULD NOT BE COMPLETED AT THIS TIME. BE   ADVISED THAT FURTHER REVIEW COMMENTS ARE POSSIBLE.       END OF COMMENTS.       PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN   RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES   INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE   PREVIOUSLY REVIEWED SHEETS.       SINCERELY,       JOHN PEARSON   ELECTRICAL PLANS EXAMINER   561-805-6746   [email protected]         Review Stop ENG ENGINEERING CSD Rev No 4 Status P Date 2018-10-31 Cont ID   Sent By mgonzale Date 2018-10-31 Time 11:04 Rev Time 0.00 Received By mgonzale Date   Time   Sent To   Notes 2018-10-31 11:04:49 WPB AUTOGRAPH 17110874 (POOL BACKWASH) 251 NARCISSUS   AVE.       BELOW FROM JASON G. FROM GILLIANA POOLS LLC, HIS   CONTACT INFO IS BELOW AS WELL.       I HAVE ADDED THIS TO PROVIDE THE BREAKDOWN AS   REQUESTED.       696 GALLONS PER MONTH, AT AN INTERVAL OF 174 GALLONS   WEEKLY.     Review Stop ENG ENGINEERING CSD Rev No 3 Status P Date 2018-07-08 Cont ID   Sent By shill Date 2018-07-08 Time 13:52 Rev Time 0.00 Received By shill Date 2018-07-08 Time 13:52 Sent To   Notes 2018-07-08 13:52:56 OK PER MG     Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2018-04-21 Cont ID   Sent By shill Date 2018-04-21 Time 10:13 Rev Time 0.00 Received By shill Date 2018-04-21 Time 10:13 Sent To   Notes 2018-04-21 10:13:46 CONTACT 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             Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2018-01-22 Cont ID   Sent By squinone Date 2018-01-22 Time   Rev Time 0.00 Received By squinone Date 2018-01-22 Time   Sent To   Notes 2018-01-22 13:20:48 1) SITE PLAN HAS NOT BEEN APPROVED.   2) ADDRESS PPRC ENG COMMENTS.       SOFIA QUINONES-BENEJAM, EI   PROJECT ENGINEER   CITY OF WEST PALM BEACH   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33402   (MAILING ADDRESS: PO BOX 3366)   P: 561.494.1108   C: 561.459.6518   F: 561.494.1116   EMAIL: [email protected]             Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2018-07-02 Cont ID   Sent By pleduc Date 2018-07-02 Time   Rev Time 0.00 Received By pleduc Date 2018-06-12 Time 11:11 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2018-03-15 Cont ID   Sent By scaldero Date 2018-03-15 Time 14:38 Rev Time 0.00 Received By scaldero Date 2018-03-15 Time 14:31 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2018-01-31 Cont ID   Sent By scaldero Date 2018-01-31 Time 14:05 Rev Time 0.00 Received By scaldero Date 2018-01-23 Time 12:33 Sent To   Notes 2018-01-31 14:05:10 PERMIT #17110874   REVIEW COMMENTS - FIRE DEPARTMENT           1) SHEET LS101: OCCUPANT LOADS ARE SLIGHTLY OFF IN   SEVERAL AREAS. PLEASE REVIEW AND MAKE CHANGES AS   NEEDED.       2) LIFE SAFETY SHEETS AND ELECTRICAL LIGHTING PLAN   SHEETS DO NOT APPEAR TO MATCH WITH REGARDS TO EXIT   DIRECTIONAL SIGNS. THE LIFE SAFETY SHEETS SHOW THEM,   BUT THEY ARE NOT LISTED OR NOT AS OBVIOUS ON THE   ELECTRICAL LIGHTING PLAN SHEETS. PLEASE REVIEW AND   ENSURE THAT ALL SHEETS SHOW THE SAME DETAILS.       3) DURING ITS SWING, ANY DOOR IN A MEANS OF EGRESS   SHALL LEAVE NOT LESS THAN ONE-HALF OF THE REQUIRED   WIDTH OF AN AISLE, CORRIDOR, HALLWAY OR LANDING   UNOBSTRUCTED AND SHALL PROJECT NOT MORE THAN 7-INCHES   INTO THE REQUIRED WIDTH OF THE EGRESS PATH WHEN FULLY   OPEN. PLEASE REVIEW THE DOOR SWING PROJECTION FOR THE   CONFERENCE ROOM AND MAIN ELECTRICAL ROOM ON SHEET   LS101.       4) PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND   WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL   BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO   CONSTRUCTION WORK.       5) SEPARATE PLANS AND PERMITS NEEDED FOR PRIVATE   UNDERGROUND FIRE LINE AND FIRE HYDRANTS, AS APPLICABLE   TO THIS PROJECT.       6) PER NFPA 1: 16.3.5 STANDPIPES. IN ALL NEW BUILDINGS   IN WHICH STANDPIPES ARE REQUIRED OR WHERE STANDPIPES   EXIST IN BUILDINGS BEING ALTERED OR DEMOLISHED, SUCH   STANDPIPES SHALL BE MAINTAINED IN CONFORMITY WITH THE   PROGRESS OF BUILDING CONSTRUCTION IN SUCH A MANNER THAT   THEY ARE ALWAYS READY FOR USE. [241:7.6]       7) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE   INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER   SYSTEM AND/OR FIRE ALARM SYSTEM.       8) SEPARATE PLANS AND PERMITS NEEDED FOR PRIVATE   UNDERGROUND FIRE LINE AND FIRE HYDRANTS.       9) PLEASE REVIEW AND COMPLY WITH ALL COMMENTS FROM   BUILDING PLAN REVIEW.           SUE ELLEN CALDERON   ASSISTANT FIRE MARSHAL   FIRE INVESTIGATOR & INSPECTOR   OFFICE OF THE FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 804-4751         Review Stop G GAS REVIEW Rev No 5 Status P Date 2018-09-21 Cont ID   Sent By shill Date 2018-09-21 Time 12:24 Rev Time 0.00 Received By gjohnson Date 2018-09-21 Time 12:24 Sent To   Notes 2018-09-24 12:04:08 PROVISO:       3. PROVIDE SHOP DRAWINGS FOR THE EXHAUST AND INTAKE   PIPING FOR THE BOILERS SHOW ALL REQUIRED CLEARANCES   FROM OPENINGS, PROPERTY LINES AND ROOFS OR OVERHANGS   STAMPED BY THE ENGINEER OF RECORD.           GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     2018-09-21 12:25:09 ***PROVISO***       GEORGE JOHNSON, PLUMBING PLANS EXAMINER II   [email protected]   561-805-6711       1. PROVIDE DOCUMINTATION FROM MANUFACTURE THAT THE   CONFIGURATION OF THE BOILER INTAKE AND EXHAUST AND THE   GENARATOR WILL FUNCTION PROPERLY WITH BOTH RUNNING   SIMULTANIOUSLY. AS SHOWN ON THE PLAN.       2. PROVIDE SIGNED ANS SEALED LETTER FROM THE ENGINEER   OF RECORD THAT THE CONFIGURATION OF THE BOILER INTAKE   AND EXHAUST AND THE GENARATOR WILL FUNCTION PROPERLY   WITH BOTH RUNNING SIMULTANIOUSLY. AS SHOWN ON THE PLAN.         Review Stop G GAS REVIEW Rev No 4 Status F Date 2018-08-29 Cont ID   Sent By gjohnson Date 2018-08-29 Time 12:11 Rev Time 0.00 Received By gjohnson Date 2018-08-29 Time 12:11 Sent To   Notes 2018-08-29 12:19:14     4TH REVIEW: FBC 2014 5TH EDITION       GAS COMMENTS:       4. THE INTAKE AND EXHAUST FOR THE BOILERS AND GENERATOR   ARE LOCATED DOWN AT THE BOTTOM OF A SHAFT OR PIT HOW   WILL THE EXHAUST BE KEPT FROM BUILDING UP IF THERE IS   NO VENTILATION OF THE AREA SOME DOCUMENTATION FROM THE   MANUFACTURE WILL BE REQUIRED STATING THAT THIS   CONFIGURATION WILL ALLOW THE EQUIPMENT TO FUNCTION   PROPERLY. PER WPB AMEND TO FBC 107.2.1 THE RESPONSE   LETTER IS NOT A CONSTRUCTION DOCUMENT PLEASE INCLUDE   REQUESTED DOCUMENT A SIGNED AND SEALED LETTER FROM THE   MANUFACTURES AND THE ENGINEER. STATING THAT THIS PIPING   LAYOUT WILL ALLOW BOTH THE GENERATOR AND THE BOILERS TO   FUNCTION PROPERLY SIMULTANEOUSLY.       PREVIOUS COMMENT NOT COMPLIED 5. SHT. P-407 PLEASE SHOW   ON THE PLAN THE MIN DISTANCE BETWEEN THE INTAKE AND   EXHAUST. . PER WPB AMEND TO FBC 107.2.1 THE RESPONSE   LETTER IS NOT A CONSTRUCTION DOCUMENT PLEASE INCLUDE   REQUESTED DIMENSIONS ON THE PLAN.           PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop G GAS REVIEW Rev No 3 Status F Date 2018-07-30 Cont ID   Sent By gjohnson Date 2018-07-30 Time 14:19 Rev Time 0.00 Received By gjohnson Date 2018-07-30 Time 13:31 Sent To   Notes 2018-07-30 15:02:16     3RD REVIEW: FBC 2014 5TH EDITION       PLUMBING COMMENTS:       1. PROVIDE LONGEST LENGTH FROM .5LB REGULATOR TO   APPLIANCES IN THE KITCHENS. PER FBC FG 402.4.1   2. THE SECTION OF PIPE BETWEEN THE REGULATOR FOR THE   GENERATOR UPSTREAM TO THE FIRST TEE IS UNDERSIZED IT   SHALL BE 11/2' USING 300' PER FBCFG TABLE 402.4(5)   3. PROVIDE COMBUSTION AIR CALCULATIONS FOR THE POOL   HEATER. PER FBC FG 304.5   4. THE INTAKE AND EXHAUST FOR THE BOILERS AND GENERATOR   ARE LOCATED DOWN AT THE BOTTOM OF A SHAFT OR PIT HOW   WILL THE EXHAUST BE KEPT FROM BUILDING UP IF THERE IS   NO VENTILATION OF THE AREA SOME DOCUMENTATION FROM THE   MANUFACTURE WILL BE REQUIRED STATING THAT THIS   CONFIGURATION WILL ALLOW THE EQUIPMENT TO FUNCTION   PROPERLY. PER WPB AMEND TO FBC 107.2.1   5. SHT. P-407 PLEASE SHOW ON THE PLAN THE MIN DISTANCE   BETWEEN THE INTAKE AND EXHAUST. . PER WPB AMEND TO FBC   107.2.1   6. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /   INSTALLATION MANUAL FOR ALL GAS EQUIPMENT AND PRESSURE   REGULATORS TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,   NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND   301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES   SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS   FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT   THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.   SEC.G2408.1.       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop G GAS REVIEW Rev No 2 Status F Date 2018-04-12 Cont ID   Sent By gjohnson Date 2018-04-12 Time 14:58 Rev Time 0.00 Received By gjohnson Date 2018-04-12 Time 16:50 Sent To   Notes 2018-04-12 16:39:05 1ST REVIEW: FBC 2014 5TH EDITION       PLUMBING COMMENTS:       1. SHT. P-903 #3 UNDER THE KEYED NOTES LIST THE LONGEST   RUN AT 150' WHEN I ADDED UP THE LENGTHS ON THE RISER TO   THE MAIN KIT IT WAS OVER 200' AND THE ARE SOME LENGTHS   MISSING AT THE END OF THE RUN PLEASE CLARIFY. PER FBC   FG 402.4.1 AND WPB AMEND TO FBC 107.2.1       2. THE 11/2" BRANCH FEEDING THE UPPER KITCHEN AND POOL   EQUIPMENT AT 4142 CFH IS UNDERSIZED RESIZE AFTER   LONGEST LENGTH IS CLARIFIED. PER FBC FG TABLE 402.4(5)       3. PLEASE LABEL THE GAS APPLIANCE BEING FED BY THE 11/4   BRANCH AT 2782 CFH. PER WPB AMEND TO FBC 107.2.1       4. PLEASE LABEL THE FOUR GAS APPLIANCE BEINGWIT A CFH   LOAD OF 1060 I THINK THEY ARE THE BOILERS . PER WPB   AMEND TO FBC 107.2.1       5. THE 1" BRANCH AT .5 LBS TO POOL HEATER IS   UNDERSIZED. FBC FG TABLE 402.4(1)       6. PLEASE LABEL THE DUCT WORK ON SHT P-401 DETAILS   #1+3. PER WPB AMEND TO FBC 107.2.1               PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]         Review Stop G GAS REVIEW Rev No 1 Status F Date 2018-01-31 Cont ID   Sent By gjohnson Date 2018-01-31 Time 10:06 Rev Time 0.00 Received By gjohnson Date 2018-01-31 Time 10:06 Sent To   Notes 2018-01-31 10:24:55 1ST REVIEW: FBC 2014 5TH EDITION       PLUMBING COMMENTS:       1. LABEL THE KITCHEN EQUIPMENT ON THE RISER. PER WPB   AMEND TO FBC 107.2.1       2. PLEASE SHOW THE LENGTH OF EACH CUT SECTION OF PIPE   INCLUDING PIPING TO POOL EQUIPMENT. PER WPB AMEND TO   FBC 107.2.1       3. SHOW THE CFH LOAD FOR THE POOL EQUIPMENT. PER WPB   AMEND TO FBC 107.2.1       4. PLEASE PROVIDE THE COMBUSTION AIR CALCULATIONS FOR   THE KITCHENS AND POOL EQUIPMENT. PER FBC FG 304       5. SHOW TABLE USED TO SIZE 2PSI SYSTEM PER FBC FG TABLE   404.4(1) -(37)       6. PLEASE SUBMIT THE MANUFACTURE SPECIFICATIONS AND   INSTALLATION GUIDES FOR ALL GAS EQUIPMENT AND   REGULATORS . PER NFPA 54, NFPA 58, AND FBC-2014 FUEL   GAS SEC. 402.2       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2018-09-21 Cont ID   Sent By shill Date 2018-09-21 Time 12:35 Rev Time 0.00 Received By shill Date 2018-09-21 Time 08:33 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2018-09-19 Cont ID   Sent By shill Date 2018-09-19 Time 12:57 Rev Time 0.00 Received By shill Date 2018-08-08 Time 08:20 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2018-07-30 Cont ID   Sent By shill Date 2018-07-30 Time 16:08 Rev Time 0.00 Received By shill Date 2018-06-11 Time 09:07 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date   Cont ID   Sent By   Date 2018-05-18 Time   Rev Time 0.00 Received By shill Date 2018-03-13 Time 06:58 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2018-05-18 Cont ID   Sent By cpuell Date 2018-05-18 Time 16:33 Rev Time 0.00 Received By cpuell Date 2018-03-13 Time 09:47 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2018-02-12 Cont ID   Sent By lmarchan Date 2018-02-12 Time 07:54 Rev Time 0.00 Received By lmarchan Date 2018-01-10 Time 11:03 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status P Date 2018-06-01 Cont ID   Sent By shill Date 2018-06-01 Time 17:14 Rev Time 0.00 Received By shill Date 2018-06-01 Time 17:14 Sent To   Notes 2018-06-01 17:14:35 MU 2018-0601-268   $459,049.76       NUMBER ON PLAN:   18-18822   $459,049.76     2018-06-01 16:56:09 GIVEN TO SHILL Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2018-04-02 Cont ID   Sent By aclange Date 2018-04-02 Time 08:06 Rev Time 0.00 Received By aclange Date 2018-04-02 Time 08:06 Sent To   Notes 2018-04-02 08:07:14 ****PLAN REVIEW COMMENTS****       ART LANGE BUILDING PLANS EXAMINER       DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33402       561-805-6718 [email protected]           IMPACT FEES   BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT   FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.   UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE   SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN   IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP   AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE   CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN   BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY   IMPACT FEES AT (561) 233-5025.     Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2018-01-26 Cont ID   Sent By aclange Date 2018-01-26 Time 08:52 Rev Time 0.00 Received By aclange Date 2018-01-26 Time 08:52 Sent To   Notes 2018-01-26 08:53:11 ****PLAN REVIEW COMMENTS****       ART LANGE BUILDING PLANS EXAMINER       DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33402       561-805-6718 [email protected]           IMPACT FEES   BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT   FEES, REQUIRED BY PALM BEACH COUNTY, SHALL BE PAID.   UPON FINAL APPROVAL OF PLANS, ONE SET OF PLANS SHALL BE   SIGNED OUT AND SUBMITTED TO PALM BEACH COUNTY FOR AN   IMPACT FEE REVIEW. THE PLANS WITH THE IMPACT FEE STAMP   AND A COPY OF THE PAID RECEIPT MUST BE RETURNED TO THE   CITY BUILDING DEPARTMENT BEFORE THE BUILDING PERMIT CAN   BE ISSUED. FOR INFORMATION CALL PALM BEACH COUNTY   IMPACT FEES AT (561) 233-5025.     Review Stop M MECHANICAL (A/C) Rev No 4 Status P Date 2018-09-19 Cont ID   Sent By ccole Date 2018-09-19 Time 15:43 Rev Time 0.00 Received By ccole Date 2018-09-12 Time 12:14 Sent To   Notes 2018-09-19 16:19:10 MECHANICAL PROVISOS:   9/19/2018       1) SEPARATE PERMITS ARE REQUIRED FOR THE KITCHEN HOODS   AND EXHAUST SYSTEMS, THE FIRE SUPPRESSION SYSTEMS, THE   WALK-IN COOLER AND FREEZER, GENERATOR, FIRE ALARM, AND   FIRE SPRINKLERS.       CONCERNING THE KITCHEN HOODS AND EXHAUST SYSTEMS, THE   CURRENT DESIGN AS SHOWN ON THE MAIN PLANS WILL BE   ACCEPTED WITH THE CONTINGENCIES LISTED BELOW:       A) THE LOCATIONS OF THE GOOSENECK EXHAUST TERMINATIONS   ON THE LOW ROOF WILL NOT CAUSE EITHER A PUBLIC NUISANCE   TO OCCUPANTS OF EITHER THE AUTOGRAPH HOTEL OR THE   ADJACENT APARTMENT BUILDING, NOR WILL THEY CAUSE DAMAGE   TO OR DEGRADATION OF THE ROOF SURFACE, OR POTENTIALLY   IMPEDE ROOF DRAINAGE.       B) THE IN-LINE GREASE EXHAUST FANS WILL BE EQUIPPED   WITH ADEQUATE FILTERS TO MINIMIZE THE GREASE LADEN   EXHAUST VAPOR AND ODORS FROM BEING DISPERSED INTO THE   AIR WHERE THEY MAY BECOME A NUISANCE TO OCCUPANTS OF   THE APARTMENT AND HOTEL BUILDINGS.       C) A MAINTENANCE PROGRAM AND SCHEDULE FOR PERIODIC   CLEANING AND INSPECTION OF THE EXHAUST FANS AND DUCTS   WILL BE DEVELOPED BY THE OWNERSHIP OF THE AUTOGRAPH   HOTEL, AND AN OUTLINE OF THE PROGRAM SHALL BE SUBMITTED   TO THE BUILDING DEPARTMENT.       2) THE 36"X82" CASEMENT WINDOW USED FOR ACCESS TO THE   LOW ROOF FOR SERVICING AND REPLACEMENT OF EQUIPMENT IS   NOT ACCEPTED. IN IT'S PLACE, A MINIMUM 36" WIDE   EXTERIOR DOOR SHALLL BE INSTALLED, ALONG WITH ANY   REQUIRED PERMANENT STEPS OR LADDER NEEDED TO ACCESS THE   ROOF.       3) THE FIRE PUMP ROOM SHALL BE VENTILATED PER SECTION   4.13.6 NFPA-20.       4) THE COMBUSTION AIR INTAKE AND EXHAUST SYSTEM FOR THE   GAS-FIRED WATER HEATERS SHALL BE INSTALLED IN   ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND   INSTALLATION INSTRUCTIONS. SHOP DRAWINGS FOR THE PVC   INTAKE AND EXHAUST DUCTS SHOWING TOTAL RUN DISTANCES   AND CLEARANCE DISTANCES FOR THE AIR INTAKE AND EXHAUST   TERMINATION LOCATIONS SHALL BE SUBMITTED WITH AN   APPROVAL STAMP BY THE EOR.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]                 Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2018-07-13 Cont ID   Sent By ccole Date 2018-07-13 Time 15:42 Rev Time 0.00 Received By ccole Date 2018-07-12 Time 17:33 Sent To   Notes 2018-07-13 16:55:37 3RD REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION,   BUILDING   PERMIT #17110874   OLD CITY HALL/MARRIOTT HOTEL   7/13/18       PLAN REVIEW RESULTS: DENIED.       1) SHEETS M-101, LS-101: FIRE DAMPERS MISSING AT THE   16X14 DUCT PENETRATING THE EXIT CORRIDOR/VESTIBULE   FIRE-RATED WALL, AND THE TWO14X14 DUCTS PENETRATING THE   CONFERENCE/MECH FIRE-RATED WALL.       2) M-101: PROVIDE VENTILATION FOR THE FIRE PUMP ROOM-   SEE SECTION 11.3.2.1 NFPA 20.       3) M-101: PROVIDE EXHAUST VENTILATION FOR THE   LINEN/TRASH CHUTE ROOM- TABLE 6-4 ASHRAE 62.1-10.       4) M-101 & M600: VENTILATION AND AIR BALANCE   CALCULATIONS FOR THE FUTURE LAUNDRY HAVE NOT BEEN   PROVIDED, AND NO MEANS OF PROVIDING THE REQUIRED O/A   FOR OCCUPANTS IS SHOWN ON THE PLAN. PLEASE CLARIFY IF A   REVISION TO THE PLAN WILL BE PROVIDED FOR THE LAUNDRY,   AND IF SO, PLEASE ADD IT TO THE LIST OF DEFERRED   SUBMITTALS ON SHEET M-001.       5) M-102: THE KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM   CLEARANCE OF 10' TO THE ADJACENT BUILDING WALLS AND   PROPERTY LINE- SECTION 506.3.13.3 FBC-14 MECHANICAL.   THE PLAN SHOWS 5'9-13/32 AND 5'4" WHICH IS   NON-COMPLIANT.       6) M-102: CLARIFY HOW ACCESS TO THE KSF, KEF'S AND   OTHER APPLIANCES AND EQUIPMENT ON THE ROOF WILL BE   PROVIDED FOR SERVICE AND REPLACEMENT- SECTION 306.1   FBC-14 MECH.       7) M-101,M-105: WHERE REQUIRED BY 606.2.1 FBC-14   MECHANICAL, THE DUCT SMOKE DETECTORS SHALL BE INSTALLED   IN THE RETURN AIR SYSTEMS OF THE AIR HANDLERS.THE PLANS   ARE SHOWING THEM IN THE SUPPLY SIDES.       8) M-101, 102, 103, 104, 105, 705: THE FIRE/SMOKE   DAMPERS AT SHAFT PENETRATIONS AND OTHER PENETRATION   LOCATIONS WILL HAVE TO BE MOTORIZED AS PART OF THE   SMOKE CONTROL SYSTEM. PLEASE PROVIDE THE MOTORIZED   DAMPER SYMBOLS AT THE REQUIRED LOCATIONS.       9) M-101, 102, 103, 104, 105, 705: PLEASE PLACE VERY   APPARENT NOTES ON THE MEP PLANS TO INDICATE THE   STAIRWELL VENTILATION CHASES ARE FOR STAIRWELL   PRESSURIZATION ONLY AND NO OTHER PIPES, CONDUITS,   RACEWAYS, WIRING, DUCTS ETC. SHALL BE PERMITTED IN   THOSE CHASES.       10) M-105: MORE INFORMATION ABOUT THE POOL ROOMS WILL   BE REQUIRED EITHER UNDER THIS MAIN OR SEPARATE PERMIT.   PLEASE PROVIDE A LIST OF CHEMICALS TO BE STORED IN THE   ROOMS INCLUDING THEIR QUANTITIES AND SUBMIT MSDS   SHEETS. A) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR   THE POOL ROOM AND ADJACENT STORAGE ROOMS. PLEASE NOTE   THAT HAZARDOUS EXHAUST DUCT SYSTEMS SHALL RUN       INDEPENDENTLY OF OTHER EXHAUST DUCTS. THE CURRENT PLAN   SHOWS INTERCONNECTION OF THE EXHAUST DUCTS FROM EACH   STORAGE ROOM WHICH MAY BE PROHIBITED IF ONLY ONE OF THE   ROOMS IS STORING CHEMICALS.       11) M-105: PLEASE INCLUDE THE MAKEUP AND EXHAUST AIR   CALCULATIONS FOR THE POOL ROOMS IN THE AIR BALANCE   SCHEDULE.       12) M-001: PLEASE ADD THE FOLLOWING ITEMS TO THE   DEFERRED SUBMITTALS LIST: MANUFACTURER'S SPECIFICATIONS   FOR THE GENERATOR, DUCT SMOKE DETECTORS, C02 SENSORS,   DRYERS, AND FACTORY MADE ACCESS PANELS,           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   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2018-04-13 Cont ID   Sent By ccole Date 2018-04-13 Time 09:23 Rev Time 0.00 Received By ccole Date 2018-04-12 Time 10:48 Sent To   Notes 2018-04-13 09:33:51 2ND REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION   PERMIT #17110874   OLD CITY HALL/MARRIOTT HOTEL   4/12/18       PLAN REVIEW RESULTS: DENIED.       THIS FOLLOW-UP REVIEW IS BASED ON THE RESUBMITTED   PLANS, DOCUMENTS, AND RESPONSE NARRATIVE BY THE   ENGINEER OF RECORD.   ALL 1ST REVIEW COMMENTS NOT COMPLETELY RESOLVED ARE   LISTED BELOW IN THEIR ORIGINAL NUMERICAL ORDER.       1) THE RESUBMITTED AC SUMMARY CALCULATIONS ARE NOT   ELECTRONICALLY SIGNED AND SEALED BY THE ENGINEER.   PLEASE NOTE THAT THE OUTDOOR DRYBULB TEMPERATURE SHOWN   ON M-600 DOES NOT MATCH THE TEMPERATURE SHOWN IN THE   CALCS.       2) THE REVISED ENERGYGAUGE SUBMITTAL IS MISSING   COMPLIANCE DATA FOR THE ODU-L5 SYSTEM.       3) IF NOT PROVIDING A COMMISSIONING PLAN AT THIS TIME,   PLEASE PROVIDE A NOTE ON THE PLANS TO INDICATE A PLAN   WILL BE PROVIDED AS A DEFERRED SUBMITTAL.       4) THE REQUESTED AIR BALANCE CALCULATIONS WERE NOT   PROVIDED.       5) THE ENGINEER'S RESPONSE TO THE COMMENT #5 REQUESTING   THE SMOKE CONTROL RATIONAL ANALYSIS STATES "THE   BUILDING DOES NOT INCLUDE A SMOKE CONTROL SYSTEM AS IT   IS NOT REQUIRED BY FLORIDA BUILDING CODE". THAT IS   ACKNOWLEDGED, HOWEVER THE PLANS ARE INDICATING A SMOKE   CONTROL SYSTEM IS BEING INSTALLED. REFER TO SHEET M-704   SMOKE CONTROL SEQUENCE AND REQUIREMENTS, M-705 SMOKE   CONTROL RISERS, & M-706 SMOKE CONTROL PANEL GRAPHIC.   EVIDENTLY THIS BUILDING CONTAINS A SMOKE CONTROL   SYSTEM. PLEASE REFER TO SECTION 909.4 AND PROVIDE THE   ANALYSIS. ADDITIONALLY PLEASE SHOW COMPLIANCE WITH THE   FOLLOWING MECHANICAL CODE SECTIONS:   513.10 EQUIPMENT.   EQUIPMENT SUCH AS, BUT NOT LIMITED TO, FANS, DUCTS,   AUTOMATIC DAMPERS AND BALANCE DAMPERS SHALL BE SUITABLE   FOR THEIR INTENDED USE, SUITABLE FOR THE PROBABLE   EXPOSURE TEMPERATURES THAT THE RATIONAL ANALYSIS   INDICATES, AND AS APPROVED BY THE CODE OFFICIAL.   513.10.1EXHAUSTFANS.   COMPONENTS OF EXHAUST FANS SHALL BE RATED AND CERTIFIED   BY THE MANUFACTURER FOR THE PROBABLE TEMPERATURE RISE   TO WHICH THE COMPONENTS WILL BE EXPOSED. THIS   TEMPERATURE RISE SHALL BE COMPUTED BY:   TS = (QC/MC)+ (TA) (EQUATION 5-4)   WHERE:   C = SPECIFIC HEAT OF SMOKE AT SMOKE-LAYER TEMPERATURE,   BTU/LB F (KJ/KG ? K).   M = EXHAUST RATE, POUNDS PER SECOND (KG/S).   QC = CONVECTIVE HEAT OUTPUT OF FIRE, BTU/S (KW).   TA = AMBIENT TEMPERATURE, F (K).   TS = SMOKE TEMPERATURE, F (K).   EXCEPTION: REDUCED TS AS CALCULATED BASED ON THE   ASSURANCE OF ADEQUATE DILUTION   513.10.2 DUCTS.   DUCT MATERIALS AND JOINTS SHALL BE CAPABLE OF   WITHSTANDING THE PROBABLE TEMPERATURES AND PRESSURES TO   WHICH THEY ARE EXPOSED AS DETERMINED IN ACCORDANCE WITH   SECTION 513.10.1. DUCTS SHALL BE CONSTRUCTED AND   SUPPORTED IN ACCORDANCE WITH CHAPTER 6.   DUCTS SHALL BE LEAK TESTED TO 1.5 TIMES THE MAXIMUM   DESIGN PRESSURE IN ACCORDANCE WITH NATIONALLY ACCEPTED   PRACTICES. MEASURED LEAKAGE SHALL NOT EXCEED 5 PERCENT   OF DESIGN FLOW. RESULTS OF SUCH TESTING SHALL BE A PART   OF THE DOCUMENTATION PROCEDURE. DUCTS SHALL BE   SUPPORTED DIRECTLY FROM FIRE-RESISTANCE-RATED   STRUCTURAL ELEMENTS OF THE BUILDING BY SUBSTANTIAL,   NONCOMBUSTIBLE SUPPORTS.   EXCEPTION: FLEXIBLE CONNECTIONS, FOR THE PURPOSE OF   VIBRATION ISOLATION, THAT ARE CONSTRUCTED OF APPROVED   FIRE-RESISTANCE-RATED MATERIALS.   513.10.3 EQUIPMENT,INLETS AND OUTLETS.   EQUIPMENT SHALL BE LOCATED SO AS TO NOT EXPOSE   UNINVOLVED PORTIONS OF THE BUILDING TO AN ADDITIONAL   FIRE HAZARD. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS   TO MINIMIZE THE POTENTIAL FOR INTRODUCING SMOKE OR   FLAME INTO THE BUILDING. EXHAUST OUTLETS SHALL BE SO   LOCATED AS TO MINIMIZE REINTRODUCTION OF SMOKE INTO THE   BUILDING AND TO LIMIT EXPOSURE OF THE BUILDING OR   ADJACENT BUILDINGS TO AN ADDITIONAL FIRE HAZARD.   513.10.4 AUTOMATIC DAMPERS.   AUTOMATIC DAMPERS, REGARDLESS OF THE PURPOSE FOR WHICH   THEY ARE INSTALLED WITHIN THE SMOKE CONTROL SYSTEM,   SHALL BE LISTED AND CONFORM TO THE REQUIREMENTS OF   APPROVED RECOGNIZED STANDARDS.   513.10.5 FANS.   IN ADDITION TO OTHER REQUIREMENTS, BELT-DRIVEN FANS   SHALL HAVE 1.5 TIMES THE NUMBER OF BELTS REQUIRED FOR   THE DESIGN DUTY WITH THE MINIMUM NUMBER OF BELTS BEING   TWO. FANS SHALL BE SELECTED FOR STABLE PERFORMANCE   BASED ON NORMAL TEMPERATURE AND, WHERE APPLICABLE,   ELEVATED TEMPERATURE. CALCULATIONS AND MANUFACTURER'S   FAN CURVES SHALL BE PART OF THE DOCUMENTATION   PROCEDURES. FANS SHALL BE SUPPORTED AND RESTRAINED BY   NONCOMBUSTIBLE DEVICES IN ACCORDANCE WITH THE   STRUCTURAL DESIGN REQUIREMENTS OF THE FLORIDA BUILDING   CODE, BUILDING. MOTORS DRIVING FANS SHALL NOT BE   OPERATING BEYOND THEIR NAMEPLATE HORSEPOWER (KILOWATTS)   AS DETERMINED FROM MEASUREMENT OF ACTUAL CURRENT DRAW.   MOTORS DRIVING FANS SHALL HAVE A MINIMUM SERVICE FACTOR   OF 1.15.   513.11 POWER SYSTEMS.   THE SMOKE CONTROL SYSTEM SHALL BE SUPPLIED WITH TWO   SOURCES OF POWER. PRIMARY POWER SHALL BE THE NORMAL   BUILDING POWER SYSTEMS. SECONDARY POWER SHALL BE FROM   AN APPROVED STANDBY SOURCE COMPLYING WITH CHAPTER 27 OF   THE FLORIDA BUILDING CODE, BUILDING. THE STANDBY POWER   SOURCE AND ITS TRANSFER SWITCHES SHALL BE IN A ROOM   SEPARATE FROM THE NORMAL POWER TRANSFORMERS AND SWITCH   GEAR AND VENTILATED DIRECTLY TO AND FROM THE EXTERIOR.   THE ROOM SHALL BE ENCLOSED WITH NOT LESS THAN 1-HOUR   FIRE-RESISTANCE-RATED FIRE BARRIERS CONSTRUCTED IN   ACCORDANCE WITH SECTION 707 OF THE FLORIDA BUILDING   CODE, BUILDING OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN   ACCORDANCE WITH SECTION 711 OF THE FLORIDA BUILDING   CODE, BUILDING, OR BOTH. POWER DISTRIBUTION FROM THE   TWO SOURCES SHALL BE BY INDEPENDENT ROUTES. TRANSFER TO   FULL STANDBY POWER SHALL BE AUTOMATIC AND WITHIN 60   SECONDS OF FAILURE OF THE PRIMARY POWER. THE SYSTEMS   SHALL COMPLY WITH NFPA 70.   513.11.1 POWER SOURCES AND POWERSURGES.   ELEMENTS OF THE SMOKE MANAGEMENT SYSTEM RELYING ON   VOLATILE MEMORIES OR THE LIKE SHALL BE SUPPLIED WITH   UNINTERRUPTIBLE POWER SOURCES OF SUFFICIENT DURATION TO   SPAN 15-MINUTE PRIMARY POWER INTERRUPTION. ELEMENTS OF   THE SMOKE MANAGEMENT SYSTEM SUSCEPTIBLE TO POWER SURGES   SHALL BE SUITABLY PROTECTED BY CONDITIONERS,   SUPPRESSORS OR OTHER APPROVED MEANS.   513.12 DETECTION AND CONTROL SYSTEMS.   FIRE DETECTION SYSTEMS PROVIDING CONTROL INPUT OR   OUTPUT SIGNALS TO MECHANICAL SMOKE CONTROL SYSTEMS OR   ELEMENTS THEREOF SHALL COMPLY WITH NFPA 72 AND THE   REQUIREMENTS OF CHAPTER 9 OF THE FLORIDA BUILDING CODE,   BUILDING OR THE FLORIDA FIRE PREVENTION CODE. SUCH   SYSTEMS SHALL BE EQUIPPED WITH A CONTROL UNIT COMPLYING   WITH UL 864 AND LISTED AS SMOKE CONTROL EQUIPMENT.   CONTROL SYSTEMS FOR MECHANICAL SMOKE CONTROL SYSTEMS   SHALL INCLUDE PROVISIONS FOR VERIFICATION. VERIFICATION   SHALL INCLUDE POSITIVE CONFIRMATION OF ACTUATION,   TESTING, MANUAL OVERRIDE, THE PRESENCE OF POWER   DOWNSTREAM OF ALL DISCONNECTS AND, THROUGH A   PREPROGRAMMED WEEKLY TEST SEQUENCE REPORT, ABNORMAL   CONDITIONS AUDIBLY, VISUALLY AND BY PRINTED REPORT.   [513.12.1 WIRING.   IN ADDITION TO MEETING THE REQUIREMENTS OF NFPA 70, ALL   WIRING, REGARDLESS OF VOLTAGE, SHALL BE FULLY ENCLOSED   WITHIN CONTINUOUS RACEWAYS.   513.12.2 ACTIVATION.   SMOKE CONTROL SYSTEMS SHALL BE ACTIVATED IN ACCORDANCE   WITH THE FLORIDA BUILDING CODE, BUILDING OR THE FLORIDA   FIRE PREVENTION CODE.   513.12.3 AUTOMATIC CONTROL.   WHERE COMPLETELY AUTOMATIC CONTROL IS REQUIRED OR USED,   THE AUTOMATIC CONTROL SEQUENCES SHALL BE INITIATED FROM   AN APPROPRIATELY ZONED AUTOMATIC SPRINKLER SYSTEM   COMPLYING WITH THE FLORIDA FIRE PREVENTION CODE, FROM   MANUAL CONTROLS THAT ARE READILY ACCESSIBLE TO THE FIRE   DEPARTMENT, AND ANY SMOKE DETECTORS REQUIRED BY   ENGINEERING ANALYSIS.   [513.13 CONTROL-AIR TUBING.   CONTROL-AIR TUBING SHALL BE OF SUFFICIENT SIZE TO MEET   THE REQUIRED RESPONSE TIMES. TUBING SHALL BE FLUSHED   CLEAN AND DRY PRIOR TO FINAL CONNECTIONS. TUBING SHALL   BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE.   TUBING PASSING THROUGH CONCRETE OR MASONRY SHALL BE   SLEEVED AND PROTECTED FROM ABRASION AND ELECTROLYTIC   ACTION.   513.13.1 MATERIALS.   CONTROL-AIR TUBING SHALL BE HARD-DRAWN COPPER, TYPE L,   ACR IN ACCORDANCE WITH ASTM B 42, ASTM B 43, ASTM B 68,   ASTM B 88, ASTM B 251 AND ASTM B 280. FITTINGS SHALL BE   WROUGHT COPPER OR BRASS, SOLDER TYPE IN ACCORDANCE WITH   ASME B 16.18 OR ASME B 16.22. CHANGES IN DIRECTION   SHALL BE MADE WITH APPROPRIATE TOOL BENDS. BRASS   COMPRESSION-TYPE FITTINGS SHALL BE USED AT FINAL   CONNECTION TO DEVICES; OTHER JOINTS SHALL BE BRAZED   USING A BCUP5 BRAZING ALLOY WITH SOLIDUS ABOVE 1,100?F   (593?C) AND LIQUIDS BELOW 1,500?F (816?C). BRAZING FLUX   SHALL BE USED ON COPPER-TO-BRASS JOINTS ONLY.   EXCEPTION: NONMETALLIC TUBING USED WITHIN CONTROL   PANELS AND AT THE FINAL CONNECTION TO DEVICES PROVIDED   ALL OF THE FOLLOWING CONDITIONS ARE MET:   1. TUBING SHALL COMPLY WITH THE REQUIREMENTS OF SECTION   602.2.1.3.   2. TUBING AND CONNECTED DEVICE SHALL BE COMPLETELY   ENCLOSED WITHIN A GALVANIZED OR PAINT-GRADE STEEL   ENCLOSURE HAVING A MINIMUM THICKNESS OF 0.0296 INCH   (0.7534 MM) (NO. 22 GAGE). ENTRY TO THE ENCLOSURE SHALL   BE BY COPPER TUBING WITH A PROTECTIVE GROMMET OF   NEOPRENE OR TEFLON OR BY SUITABLE BRASS COMPRESSION TO   MALE BARBED ADAPTER.   3. TUBING SHALL BE IDENTIFIED BY APPROPRIATELY   DOCUMENTED CODING.   4. TUBING SHALL BE NEATLY TIED AND SUPPORTED WITHIN THE   ENCLOSURE. TUBING BRIDGING CABINETS AND DOORS OR   MOVEABLE DEVICES SHALL BE OF SUFFICIENT LENGTH TO AVOID   TENSION AND EXCESSIVE STRESS. TUBING SHALL BE PROTECTED   AGAINST ABRASION. TUBING SERVING DEVICES ON DOORS SHALL   BE FASTENED ALONG HINGES.   513.13.2 ISOLATION FROM OTHER FUNCTIONS.   CONTROL TUBING SERVING OTHER THAN SMOKE CONTROL   FUNCTIONS SHALL BE ISOLATED BY AUTOMATIC ISOLATION   VALVES OR SHALL BE AN INDEPENDENT SYSTEM.   513.13.3 TESTING.   TEST CONTROL-AIR TUBING AT THREE TIMES THE OPERATING   PRESSURE FOR NOT LESS THAN 30 MINUTES WITHOUT ANY   NOTICEABLE LOSS IN GAUGE PRESSURE PRIOR TO FINAL   CONNECTION TO DEVICES.   513.14 MARKING AND IDENTIFICATION.   THE DETECTION AND CONTROL SYSTEMS SHALL BE CLEARLY   MARKED AT ALL JUNCTIONS, ACCESSES AND TERMINATIONS.   513.15 CONTROL DIAGRAMS.   IDENTICAL CONTROL DIAGRAMS SHALL BE PROVIDED AND   MAINTAINED AS REQUIRED BY THE FLORIDA FIRE PREVENTION   CODE.   513.16 FIRE FIGHTER'S SMOKE CONTROL PANEL.   A FIRE FIGHTER'S SMOKE CONTROL PANEL FOR FIRE   DEPARTMENT EMERGENCY RESPONSE PURPOSES ONLY SHALL BE   PROVIDED IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION   CODE.   513.17 SYSTEM RESPONSE TIME.   SMOKE CONTROL SYSTEM ACTIVATION SHALL COMPLY WITH THE   FLORIDA FIRE PREVENTION CODE.   513.18 ACCEPTANCE TESTING.   DEVICES, EQUIPMENT, COMPONENTS AND SEQUENCES SHALL BE   TESTED IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION   CODE.   513.19 SYSTEM ACCEPTANCE.   ACCEPTANCE OF THE SMOKE CONTROL SYSTEM SHALL BE IN   ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE.       5) CONTINUED. IN REFERENCE TO SECTION 513.10.5 LISTED   ABOVE, INDICATE THE MAKES OF THE PRESSURIZATION AND   SMOKE EXHAUST FANS, AND VERIFY THAT THEY ARE UL LISTED   AS POWER VENTILATORS FOR SMOKE CONTROL SYSTEMS.       6) ACKNOWLEDGED: SMOKE CONTROL FANS, DUCTS, MOTORIZED   DAMPERS, FIRE/SMOKE DAMPERS ARE TO BE DEFERRED   SUBMITTALS.       7, 8, 9) ACKNOWLEDGED THAT THE GENERATOR IS LOCATED   OUTSIDE OF THE BUILDING. PLEASE PROVIDE AN ENLARGED   DRAWING SHOWING THE EXHAUST PIPING RUN AND DISCHARGE   LOCATION, REQUIRED EXHAUST OUTLET CLEARANCES TO   BUILDING OPENINGS, AND WIND LOAD ENGINEERING FOR TIE   DOWN OF THE UIOT AND ALL ASSOCIATED EXTERIOR   COMPONENTS. SUBMIT MANUFACTURER'S SPECIFICATIONS   APPROVED BY THE EOR.       ADVISORY: IT IS IMPORTANT TO NOT THAT SOUND MAY BE AN   ISSUE WITH THE GENERATOR LOCATED IN CLOSE PROXIMITY OF   THE GARAGE. PLEASE PROVIDE THE DBA OF THE GENERATOR       12) ACKNOWLEDGED. DUCT SMOKE DETECTOR NOTE ADDED TO AC   EQUIPMENT SCHEDULE. PLEASE PROVIDE SYMBOLS ON THE   MECHANICAL LAYOUT PLANS TO SHOW THE LOCATIONS.       16) ACKNOWLEDGED THAT THE FABRIC DUCT WILL BE A   DEFERRED SUBMITTAL, AND THE PRODUCT SHALL MEET THE   REQUIREMENTS OF UL 181.       17) AS PREVIOUSLY REQUESTED PLEASE SHOW THE LOCATIONS   OF ACCESS PANELS FOR ABOVE CEILING AC UNITS.       19) 2ND REQUEST FOR DUCT SIZES OR DUCT SCHEDULE TO BE   PLACED ON SHEET M-101.       20) PLEASE REMOVE THE 6070 CFMS OF EA FOR OAU-3 SHOWN   IN THE SCHEDULE ON M-600.       21) THE MAKEUP AIR FOR THE KITCHEN EXHAUST HOOD IS INTO   COMBUSTION AIR FOR THE APPLIANCES. MAKEUP AIR IS   INTRODUCED DIRECTLY INTO THE HOOD CANOPY FOR THE   EXHAUST SYSTEM. PLEASE PROVIDE ANOTHER MEANS OF   PROVIDING COMBUSTION AIR EITHER FROM THE SPACE OR   PROVIDED MECHANICALLY- SECTION 304 FBC-14 FUEL GAS.       22) THE REQUESTED AIR BALANCE CALCULATION WAS NOT   PROVIDED.       23, 29, 39) 2ND REQUEST FOR LOCATIONS OF REFRIGERANT   CHASES FOR THE VRF SYSTEMS. PLEASE NOTE THAT CONTRACTOR   SHOP DRAWINGS SHALL BE APPROVED BY THE EOR AND   SUBMITTED PRIOR TO 1ST INSPECTION.       24) 2ND REQUEST FOR CLEARANCE DISTANCE MEASUREMENTS FOR   THE EXHAUST FANS TO THE BUILDING WALLS- SECTION   506.3.13.       25) COMMENT NOT COMPLETELY ADDRESS. O/A FOR ELEVATOR   LOBBY NOT PROVIDED.       31) THE REVISED LIFE SAFETY SHEETS LS101 & LS102 HAVE   NOT BEEN CORRECTED TO SHOW THE REQUIRED FIRE RATED   SEPARATION BETWEEN THE SMOKE PURGE DUCT AND THE   STAIRWELL ENCLOSURE- SECTION 1022.5 FBC-14 BUILDING.       32) ACKNOWLEDGED THAT THE EA IS SUB-DUCTED INTO THE   FIRE-RATED SHAFTS BUT FIRE DAMPERS STILL MISSING AT THE   O/A DUCT PENETRATIONS INTO THE SHAFTS.       33) PROVIDE THE SEQUENCE OF OPERATION FOR POOL   EQUIPMENT EF-8, AND PROVIDE MAKEUP AIR FOR THE STORAGE   ROOM EXHAUST SYSTEMS.       35) ACKNOWLEDGED THAT THE POOL HEATER WILL BE A   DEFERRED SUBMITTAL.       36) THE REVISED LIFE SAFETY SHEETS LS101 & LS102 HAVE   NOT BEEN CORRECTED TO SHOW THE REQUIRED FIRE RATED   SEPARATION BETWEEN THE SMOKE PURGE DUCT AND THE   STAIRWELL ENCLOSURE- SECTION 1022.5 FBC-14 BUILDING.       38) 2ND REQUEST FOR DUCT SIZES OR DUCT SCHEDULE TO BE   PLACED ON SHEET M-105.       40) ACKNOWLEDGED. DUCT SMOKE DETECTOR NOTE ADDED TO AC   EQUIPMENT SCHEDULE. PLEASE PROVIDE SYMBOLS ON THE   MECHANICAL LAYOUT PLANS TO SHOW THE LOCATIONS.       42) AS PREVIOUSLY REQUESTED PLEASE SHOW THE LOCATIONS   OF ACCESS PANELS FOR ABOVE CEILING AC UNITS.       43) REQUESTED AIR BALANCE CALCULATION NOT PROVIDED.       44) ACKNOWLEDGED THAT MANUFACTURER'S SPECIFICATIONS FOR   THE OAU SYSTEMS WILL BE DEFERRED SUBMITTAL.       45) ACKNOWLEDGED THAT WIND LOAD ENGINEERING FOR ALL   EXTERIOR MOUNTED MECHANICAL EQUIPMENT AND APPLIANCES   WILL BE DEFERRED SUBMITTALS.       46) ACKNOWLEDGED THAT REFRIGERANT PIPING RISER DRAWINGS   WILL BE A DEFERRED SUBMITTAL.       48) ACKNOWLEDGED THAT MANUFACTURER'S SPECIFICATIONS FOR   THE GAS WATER HEATERS AND COMBUSTION AIR INTAKE DUCT   AND EXHAUST VENTS WILL BE A DEFERRED SUBMITTAL.       49) PLEASE PROVIDE ON THE PLAN, OR AS A SUBMITTAL   DOCUMENT, A MASTER LIST OF ALL DEFERRED SUBMITTALS.           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   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]                                                 Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2018-02-02 Cont ID   Sent By ccole Date 2018-02-02 Time 10:17 Rev Time 0.00 Received By ccole Date 2018-01-31 Time 15:10 Sent To   Notes 2018-02-02 10:18:25 1ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION   PERMIT #17110874   OLD CITY HALL/MARRIOTT HOTEL   2/1/2018       PLAN REVIEW RESULTS: DENIED.       1) THE SUMMARY AC CALCULATIONS ARE INCOMPLETE. PLEASE   REVIEW SECTION C403.2.1 (EXCEPTION) FBC-14 ENERGY   CONSERVATION:       EXCEPTION: WHERE MECHANICAL SYSTEMS ARE DESIGNED BY A   REGISTERED ENGINEER, THE ENGINEER HAS THE OPTION OF   SUBMITTING A SIGNED AND SEALED SUMMARY SHEET TO THE   BUILDING DEPARTMENT IN LIEU OF THE COMPLETE SIZING   CALCULATION(S). SUCH SUMMARY SHEET SHALL INCLUDE THE   FOLLOWING (BY ZONE):   1. PROJECT NAME/OWNER   2. PROJECT ADDRESS   3. AREA IN SQUARE FEET   4. SIZING METHOD USED   5. OUTDOOR DRY BULB USE   6. INDOOR DRY BULB   7. OUTDOOR WET BULB USED   8. GRAINS WATER (DIFFERENCE)   9. TOTAL SENSIBLE GAIN   10. TOTAL LATENT GAIN   11. RELATIVE HUMIDITY   12. TOTAL COOLING REQUIRED WITH OUTSIDE AIR   13. TOTAL HEATING REQUIRED WITH OUTSIDE AIR   PLEASE RESUBMIT REVISED, ELECTRONICALLY SIGNED AND   SEALED CALCULATIONS.   2) THE SUBMITTED FLORIDA ENERGYGAUGE COMPLIANCE REPORT   IS THE 2017 VERSION, HOWEVER THE PROPOSED PROJECT WAS   SUBMITTED UNDER THE 2014 CODE. PLEASE PROVIDE A REPORT   USING THE FIFTH EDITION 2014 SOFTWARE. PLEASE NOTE THE   FOLLOWING: A) THE REPORT IS MISSING COMPLIANCE DATA FOR   OAU-1, 2, 3, & 4. B) THE DESIGN EFFICIENCIES FOR THE   SYSTEMS APPEAR TO BE LISTED AS SEER INSTEAD OF EER.   3) COMMISSIONING OF THE MECHANICAL SYSTEMS IS REQUIRED   PER SECTION C408.2 FBC-14 ENERGY CONSERVATION. SUBMIT A   COMMISSIONING PLAN AS OUTLINED IN SECTION C408.2.1 AND   DESCRIBED IN SECTIONS C403.2.2- C408.2.3.3. PLEASE NOTE   THAT A COPY OF THE COMMISSIONING REPORT SHALL BE   SUBMITTED FOR REVIEW AT FINAL INSPECTION.       4) IN ACCORDANCE WITH TABLE 403.3 MINIMUM VENTILATION   CALCULATIONS FOR OUTDOOR AIR AND EXHAUST AIR ARE   REQUIRED FOR ALL ROOMS AND SPACES. PLEASE PROVIDE A   SCHEDULE ON THE PLAN THAT INDICATES THE REQUIRED AND   PROVIDED CFMS OF OUTDOOR AND EXHAUST AIR FOR ALL ROOMS   AND SPACES. PLEASE INCLUDE AIR BALANCE CALCULATIONS   5) SMOKE CONTROL SYSTEMS: REFER TO SECTION 513 AND   SUBMIT ALL RELATIVE DOCUMENTS INCLUDING:   A) SECTION 513.3. SPECIAL INSPECTION AND TEST   REQUIREMENTS.   B) SECTION 513.4- 513.4.6. RATIONAL ANALYSIS   C) SECTION 513.5. SMOKE BARRIER CONSTRUCTION.   D) SECTION 513.6. PRESSURIZATION METHOD.   6) SMOKE CONTROL EQUIPMENT SUBMITTALS SHALL BE REVIEWED   AND APPROVED BY THE ENGINEER(S) OF RECORD AND SHALL   INCLUDE:   A) SECTION 513.10.2 & 513.10.5: PRESSURIZATION AND   EXHAUST FANS.   B) SECTION 513.10.2: DUCTS.   C) SECTION 513.10.4: AUTOMATIC DAMPERS- FSD'S, FD'S,   MOTORIZED O/A.   7) REFER TO SECTION 513.11 POWER SYSTEMS: THE STANDBY   POWER SOURCE AND IT'S TRANSFER SWITCHES DO NOT APPEAR   TO BE VENTILATED TO AND FROM THE EXTERIOR, AND THE   GENERATOR ROOM DOES NOT APPEAR TO BE FULLY ENCLOSED IN   1-HOUR FIRE RATED BARRIERS- SEE SHEETS AS-101, LS-101,   A-101, M-101, E-201, E-301. THESE PLANS APPEAR TO   INDICATE THE GENERATOR ROOM OPEN INTO THE ADJACENT   APARTMENT BUILDING ENCLOSED GARAGE. PLEASE NOTE THAT   THE 1ST FLOOR AND SITE PLANS FOR THE ADJACENT APARTMENT   BUILDING (PERMIT #17110075) DO NOT SHOW THE GENERATOR   ROOM AT THE COMMON WALL BETWEEN THE BUILDINGS.   8) M-101: LABEL THE GENERATOR ROOM AND MATCH THE ROOM   SIZE AND CONFIGURATION WITH THE FLOOR PLAN DRAWING   A-101. PROVIDE COMPLETE DRAWINGS THAT DEPICT THE   GENERATOR IN THE ROOM WITH ALL WORKING CLEARANCES PER   MANUFACTURER'S SPECIFICATIONS. SHOW THE LOCATIONS OF   THE RADIATOR EXHAUST, THE MAKEUP AIR OPENING, AND THE   ENGINE EXHAUST PIPE. PROVIDE EXHAUST PIPE DETAILS   INCLUDING TYPE AND SIZE OF PIPE, LENGTH OF RUN AND   TERMINATION LOCATION WITH REQUIRED CLEARANCES. SUBMIT   MANUFACTURER'S SPECIFICATIONS FOR THE GENERATOR   REVIEWED AND APPROVED BY THE EOR.   9) M-101: THE EXHAUST FROM THE EF-2 AND EF-3 CANNOT   DISCHARGE INTO THE GENERATOR ROOM AND THE ENCLOSED   GARAGE. PLEASE RELOCATE BOTH TERMINATIONS TO THE   OUTDOORS- SECTION 501.3.   10) M-101: NO TEXT PROVIDED FOR REFERENCE NOTES #6, 7,   8, 9, & 10.   11) M-101: IDU-L1-3 APPEARS TO BE RETURNING AIR FROM   THE KITCHEN AND RECIRCULATING IT INTO THE DINING ROOM   WHICH IS PROHIBITED PER SECTION 403.3.2.1(3).   12) M-101: DUCT SMOKE DETECTORS SHALL BE INSTALLED IN   THE RETURN AIR SYSTEMS OF IDU'S- L1-1, L1-2, L1-3,   L2-3, L2-4, L3-2, & L3-3- SECTION 606.2.1.   13) M-101: MULTIPLE FIRE DAMPERS MISSING FOR DUCTS   PENETRATING THE FIRE-RATED WALLS AT THE FIRE COMMAND   ROOM, FUTURE LAUNDRY, AND LINEN CHUTE ROOM- SECTION   607.5.2.   14) M-101: IT DOESN'T APPEAR ADEQUATE O/A IS BEING   PROVIDED TO THE BRANDING/FLEX-SPACE. THE PLAN IS   INDICATING ONLY 490 CFMS FOR THIS LARGE AREA. PLEASE   SEE COMMENT #4 ABOVE AND PROVIDE O/A CALCULATIONS.   15) M-101: IT APPEARS THAT THE TRANSFER DUCTS AT THE   MENS AND WOMENS RESTROOMS ARE NOT POSITIONED PROPERLY   ON THE PLAN.   16) M-101: SUBMIT MANUFACTURER'S SPECIFICATIONS AND   INSTALLATION INSTRUCTIONS FOR THE FOR THE FABRIC DUCT.   PLEASE NOTE THAT NON-METALLIC DUCTS SHALL COMPLY WITH   UL 181- SECTION 603.5.   17) M-101: CLARIFY HOW AIR IS BEING RETURNED TO   IDU-L2-5 SUPPLYING THE GUEST REGISTRATION AREA.   17) M-101 & A-101.1: THERE ARE MANY IDU'S AND EF'S   LOCATED ABOVE GYPSUM CEILINGS. SHOW LOCATIONS OF   DIMENSIONED ACCESS PANELS ON THE PLAN AND PROVIDE   CONSTRUCTION DETAILS. PLEASE NOTE THAT NON-COMBUSTIBLE   MATERIALS ARE REQUIRED FOR PANELS LOCATED ABOVE CEILING   PLENUM SPACES.   18) M-101 & A-101.1: COMBUSTIBLE WOOD CEILINGS ARE   SHOWN ON THE PLAN IN THE GUEST/LOBBY AREA . PLEASE   VERIFY THAT THESE CEILINGS ARE NOT FORMING PART OF AN   ABOVE CEILING PLENUM SPACE- SECTION 602.2.1.   19) M-101: MANY OF THE RIGID AND FLEXIBLE BRANCH DUCT   SIZES ARE NOT SHOWN. IF USING THE SCHEDULE ON M-600,   PLEASE CUT AND PASTE IT ON THIS AN ALL OTHER LAYOUT   PLANS.   20) M-101: PLEASE LABEL THE OAU-3 INLET ON THE PLAN AND   CLARIFY HOW THE 6070 CFMS OF AIR IS BEING EXHAUSTED PER   THE SCHEDULE ON M-600. SHOW THE LOCATION OF THE EXHAUST   INLET OR OUTLET ON THE PLAN. PLEASE NOTE THAT AN ERV IS   REQUIRED FOR EXHAUST SIZED AT 100 % OF THE AMOUNT OF   SUPPLY AIR- TABLE C403.2.6 FBC-14 ENERGY CONSERVATION.   21) M-101: COMBUSTION AIR IS REQUIRED FOR THE GAS-FIRED   COOKING APPLIANCES IN THE KITCHEN. PLEASE SHOW HOW THE   AIR WILL BE SUPPLIED AND PROVIDE CALCULATIONS IN   COMPLIANCE WITH SECTION 304 FBC-14 FUEL GAS.   ADVISORY: SEPARATE PERMITS ARE REQUIRED FOR THE KITCHEN   HOODS AND EXHAUST SYSTEMS, FIRE SUPPRESSION SYSTEMS,   AND WALK-IN COOLERS AND FREEZERS. COMPLETE ENGINEERED   DRAWINGS AND SUBMITTALS ARE REQUIRED FOR EACH PERMIT.   PLEASE NOTE: A)WIND LOAD ENGINEERING FOR INSTALLATION   OF THE ROOF TOP FANS WILL BE REQUIRED. B) THE MAKEUP   AIR TEMPERATURE SHALL BE IN COMPLIANCE WITH SECTION   508.1.1   22) M-101: PROVIDE AIR BALANCE CALCULATIONS.   23) M-101: CHASES FOR REFRIGERANT LINES NOT SHOWN.   24) M-102: KEF-1-1, 1-2, & 1-3 APPEAR TO BE WITHIN 10'   OF THE BUILDING EXTERIOR WALLS, AND ALSO THE ADJACENT   PARKING GARAGE WALL. REFER TO SECTION 506.3.13 AND   PROVIDE CLEARANCE DISTANCE MEASUREMENTS ON THE PLANS.   25) M-102: OUTDOOR VENTILATION AIR IS REQUIRED FOR THE   ELEVATOR LOBBY, THE EMPLOYEE BREAKROOM, AND THE   ENGINEER'S SHOP- TABLE 403.3.   26) M-102: ROOF LADDER CONTINUATION OR TERMINATION FROM   GENERATOR ROOM ON THE 1ST FLOOR IS NOT SHOWN.   27) M-102: SHOW THE LOCATION OF NOTE #12 ON THE PLAN-   16X8 O/A DUCT UP IN SHAFT.   28) M-102 & M-103: DAMPERS MISSING AT THE EXHAUST DUCT   PENETRATIONS AT THE GUEST-BATHS/SHAFTS.   29) M-102 & M-103: CHASES FOR REFRIGERANT LINES NOT   SHOWN.   30) M-103: SHOW THE LOCATION OF NOTE #12 ON THE PLAN-   16X8 O/A DUCT UP IN SHAFT.   31) M-104: THE SMOKE PURGE MAKEUP AIR DUCT IN THE   INTERIOR STAIRWELL ENCLOSURE IS PROHIBITED PER SECTION   1022.5 FBC-14 BUILDING.   32) M-104: MULTIPLE MISSING FIRE/SMOKE DAMPERS AT O/A   AND EXHAUST DUCTS PENETRATING THE FIRE-RATED SHAFTS.   33) M-105: PROVIDE EXHAUST VENTILATION CALCULATIONS FOR   THE POOL EQUIPMENT AND STORAGE ROOMS, AND INDICATE HOW   MAKEUP AIR IS BEING PROVIDED FOR THE EXHAUST SYSTEMS.   PROVIDE A LIST OF CHEMICALS AND MATERIALS TO BE STORED   IN THE ROOMS, PROVIDE THEIR HAZARD CLASSIFICATIONS AND   THE STORAGE QUANTITIES. SUBMIT MSDS SHEETS FOR ALL   CHEMICALS AND MATERIALS.   34) M-105: IN ACCORDANCE WITH SECTION 510.4 THE EXHAUST   FROM THE POOL EQUIPMENT ROOM AND ASSOCIATED STORAGE   ROOMS SHALL RUN INDEPENDENTLY AND DIRECTLY TO THE   EXTERIOR OF THE BUILDING.   35) M-105: PROVIDE COMBUSTION AIR CALCULATIONS FOR THE   GAS-FIRED POOL HEATERS AND INDICATE HOW THE AIR WILL BE   PROVIDED- SECTION 304 FBC-14 FUEL GAS. SUBMIT SPECS FOR   ALL EQUIPMENT.   36) M-105: THE 14X14 DUCT IN THE INTERIOR STAIRWELL   ENCLOSURE IS PROHIBITED PER SECTION 1022.5 FBC-14   BUILDING.   37) M-105: REFERENCE NOTES #2, 3, & 4 ARE MISLABELED ON   THE PLANS.   38) M-105: MANY OF THE RIGID AND FLEXIBLE BRANCH DUCT   SIZES ARE NOT SHOWN. IF USING THE SCHEDULE ON M-600,   PLEASE CUT AND PASTE IT ON THIS AN ALL OTHER LAYOUT   PLANS.   39) M-105: CHASES FOR REFRIGERANT LINES NOT SHOWN.   40) M-105: DUCT SMOKE DETECTORS SHALL BE INSTALLED IN   THE RETURN AIR SYSTEMS OF IDU?S 8B3-1, 8B3-2, 8B3-3, &   8B4-7- SECTION 606.2.1.   41) M-105: PROVIDE A CALCULATION TO VERIFY THE 240 CFMS   OF O/A PROVIDED TO THE LOBBY IS ADEQUATE FOR THAT AREA   AND TO ALSO PROVIDE MAKEUP AIR FOR THE RESTROOMS-   SECTION 601.2   42) M-105 & A-104.1: THERE ARE MANY IDU'S AND EF'S   LOCATED ABOVE GYPSUM CEILINGS. SHOW LOCATIONS OF   DIMENSIONED ACCESS PANELS ON THE PLAN AND PROVIDE   CONSTRUCTION DETAILS. PLEASE NOTE THAT NON-COMBUSTIBLE   MATERIALS ARE REQUIRED FOR PANELS LOCATED ABOVE CEILING   PLENUM SPACES.   43) M-105: PROVIDE AIR BALANCE CALCULATIONS.   44) M-600: THE O/A AND EXHAUST CFMS SHOWN IN SCHEDULE   FOR THE OAU'S INDICATES THAT ERV'S ARE REQUIRED PER   TABLE C403.2.6. PLEASE INDICATE IF THE OAU'S ARE   EQUIPPED WITH THEM.   45) M-701 & M-702: SITE SPECIFIC WIND LOAD ENGINEERING   IS REQUIRED FOR INSTALLATION OF ALL THE ROOFTOP   MECHANICAL EQUIPMENT. PLEASE PROVIDE THE WIND LOAD   DESIGN CRITERIA ON THE PLAN, AND COMPLETE DETAILS FOR   ATTACHING THE EQUIPMENT AND CURBS TO THE ROOF   STRUCTURE- SEE SECTION 1609 FBC-14 BUILDING. REFER TO   TABLE 1509.6.5 FOR REQUIRED CLEARANCES FOR CONDENSERS   TO BE MOUNTED ON STANDS, AND SUBMIT A FL. PRODUCT   APPROVAL OR MIAMI-DADE NOA FOR THE STAND.   46) M-703: PLEASE PROVIDE A REFRIGERANT RISER DRAWING   THAT IS AN ACTUAL DEPICTION OF THE PIPING RUNS AND   LENGTHS. VERIFY THE RUNS ARE IN COMPLIANCE WITH   MANUFACTURER'S SPECIFICATIONS.   47) M-704: PLEASE INCLUDE THE SMOKE PURGE SYSTEM IN THE   SEQUENCE OF OPERATION.   48) P-401: SHOW THE LOCATIONS OF THE GAS WATER HEATER   EXHAUST VENTS OUTLETS, AND THE COMBUSTION AIR INTAKES,   AND SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL   COMPONENTS. IT APPEARS BY THE LOCATION OF THE APPLIANCE   THAT THE EXHAUST VENT WILL HAVE TO RUN THROUGH ALL THE   FLOORS OF THE BUILDING TO THE ROOF VIA A CHASE OR   SHAFT. PLEASE PROVIDE DETAILS.   49) REQUIRED SUBMITTALS: SMOKE CONTROL FANS, AC STANDS   AND RTU CURBS, FAN CURBS, EXHAUST AND AIR INTAKE   LOUVERS, FIRE DAMPERS AND FIRE/SMOKE DAMPERS, DUCT   SMOKE DETECTORS, GENERATOR, FIRE WRAPPING, CO2 SENSORS,   FABRIC DUCTWORK, GAS DRYERS, AND GAS-FIRED WATER   HEATERS AND FLUE VENTS.       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   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop NFIP NFIP REVIEW ACTIVITY Rev No 4 Status N Date 2019-04-10 Cont ID   Sent By cthroop Date 2019-04-10 Time 15:21 Rev Time 0.00 Received By cthroop Date 2019-04-10 Time 14:32 Sent To   Notes 2019-04-10 15:21:54 BUILDING PLAN REVIEW   2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST   PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,   CHAPTER 1 ADMINISTRATION       CHRISTOPHER S. THROOP, C.B.O.   BUILDING PLANS EXAMINER, PX3169   1&2 FAMILY PLANS EXAMINER, SFP306   CONSTRUCTION SERVICES DIVISION   TEL: 561-805-6726   FAX: 561-805-6676   E-MAIL: [email protected]       ADVISORY: MARRIOTT HOTEL 251 NARCISSUS       THIS ELEVATION CERTIFICATE SUBMITTAL IS REVOKED FOR THE   FOLLOWING:       DUE TO THE DATE OF APPLICATION FOR THE HOTEL ON   SEPTEMBER 7, 2017, THE BUILDING COMPLIES WITH THE   STANDARD AT THE TIME OF PERMIT APPLICATION. THE   BUILDING IS NOT REQUIRED TO PARTICIPATE IN THE NATIONAL   FLOOD INSURANCE PROGRAM AND DOES NOT REQUIRE AN   ELEVATION CERTIFICATE.       HISTORY:       PERMIT APPLICATION FOR THE MARRIOTT HOTEL WAS SEPTEMBER   7, 2017. THE STRUCTURE IS LOCATED JUST OUTSIDE A   SPECIAL FLOOD HAZARD AREA (SFHA) ON THE COMMUNITY FLOOD   MAP, PANEL NUMBER 120229 0015B, EFFECTIVE DATE OF MARCH   1, 1979, UTILIZING BASE FLOOD ELEVATION (BFE) DATUM   NGVD 1929. ANOTHER STRUCTURE (THE RESTERAUNT) LOCATED   WITHIN THIS PROJECT IS IN FLOOD ZONE A5, WITH A MINIMUM   (BFE) OF 7 FEET NGVD 29. THE CITIES LOCAL FREEBOARD   REQUIREMENT, AT TIME OF PERMIT APPLICATION, WAS 1 FOOT,   MAKING THE ADJACENT BUILDING (THE RESTAURANT) MINIMUM   FINISHED FLOOR ELEVATION ALSO REFERRED TO AS DESIGN   FLOOD ELEVATION (DFE), 8 FEET NGVD 29. THE DESIGNER   PLACED BOTH RESTAURANT AND HOTEL BUILDINGS FINISHED   FLOOR ELEVATION (DFE) AT 9 FEET NGVD 29.       THE NEW COMMUNITY FLOOD MAPS, EFFECTIVE DATE OF OCTOBER   5, 2017, PANEL NUMBER 12099C 0583F, UTILIZES BASE FLOOD   ELEVATION DATUM NAVD 1988, THIS NEW MAP PLACES THE   HOTEL IN A SPECIAL FLOOD HAZARD AREA (SFHA) WITH A BASE   FLOOD ELEVATION (BFE) OF 6 FEET NAVD 88. WITH THE   CITY'S NEW 2 FOOT FREE BOARD, A BUILDING PERMITTED   AFTER OCTOBER 5, 2017 WOULD REQUIRE A MINMUM FINISHED   FLOOR ELEVATION (DFE) OF 8 FEET NAVD 88.       THE AS-BUILT FINISHED FLOOR ELEVATION (DFE) OF THE   HOTEL IS 9 FEET NGVD 29. IF THE HOTEL WERE PERMITTED   TODAY (POST OCT. 5, 2017) THE FINISHED FLOOR ELEVATION   (DFE) WOULD BE RECORDED AS 7.48 FEET NAVD 88, USING THE   NEW 1988 DATUM. THIS WOULD PLACE THE HOTEL .52 FEET   BELOW THE MINIMUM FINISHED FLOOR ELEVATION (DFE) OF 8   FEET NAVD 88.                 Review Stop NFIP NFIP REVIEW ACTIVITY Rev No 3 Status P Date 2018-07-14 Cont ID   Sent By shill Date 2018-07-14 Time 15:39 Rev Time 0.00 Received By shill Date 2018-07-14 Time 15:39 Sent To   Notes 2018-07-14 15:39:32 THIS PERMIT WILL BE ISSUED WITH PROVISO:       BUILDING UNDER CONSTRUCTION ELEVATION CERTIFICATE   REQUIRED PRIOR TO FINISHED FLOOR CONCRETE POUR   FINISHED CONSTRUCTION ELEVATION CERTIFICATE REQUIRED   PRIOR TO CO OR TCO       THE FOUNDATION PERMIT, WAS SUBMITTED UNDER THE 1979   FIRMS. THEREFORE, THE MINIMUM DFE IS 8' NGVD29 (7' BFE   + 1' FREEBOARD). APPLICANT COMPLIES WITH THE 2017 FIRMS   + 2' FREEBOARD (APPROX 5.5' NAVD88 PER FIS + 2'   FREEBOARD=7.5' NAVD88)       THE DFE FOR THIS STRUCTURE IS 9' NGVD29         Review Stop NFIP NFIP REVIEW ACTIVITY Rev No 2 Status P Date 2018-04-06 Cont ID   Sent By aclange Date 2018-04-02 Time 08:07 Rev Time 0.00 Received By aclange Date 2018-04-02 Time 08:07 Sent To   Notes 2018-07-14 13:23:37 THIS PERMIT WILL BE ISSUED WITH PROVISO:       BUILDING UNDER CONSTRUCTION ELEVATION CERTIFICATE   REQUIRED PRIOR TO FINISHED FLOOR CONCRETE POUR   FINISHED CONSTRUCTION ELEVATION CERTIFICATE REQUIRED   PRIOR TO CO OR TCO       THE FOUNDATION PERMIT, WAS SUBMITTED UNDER THE 1979   FIRMS. THEREFORE, THE MINIMUM DFE IS 8' NGVD29 (7' BFE   + 1' FREEBOARD). APPLICANT COMPLIES WITH THE 2017 FIRMS   + 2' FREEBOARD (APPROX 5.5' NAVD88 PER FIS + 2'   FREEBOARD=7.5' NAVD88)       THE DFE FOR THIS STRUCTURE IS 9' NGVD29             2018-04-02 08:08:06 PROVISOS:   A) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED.   B) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR   A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.     Review Stop NFIP NFIP REVIEW ACTIVITY Rev No 1 Status F Date 2018-01-31 Cont ID   Sent By aclange Date 2018-01-31 Time 14:19 Rev Time 0.00 Received By aclange Date 2018-01-31 Time 14:19 Sent To   Notes 2018-01-31 14:19:48 SEE BUILDING REVIEW FOR NOTES. Review Stop P PLUMBING Rev No 5 Status P Date 2018-09-21 Cont ID   Sent By shill Date 2018-09-21 Time 12:17 Rev Time 0.00 Received By gjohnson Date 2018-09-21 Time 12:17 Sent To   Notes 2018-09-21 12:21:41 ***PROVISO***       GEORGE JOHNSON, PLUMBING PLANS EXAMINER II   [email protected]   561-805-6711       1. PROVIDE MANUFACTURE SPECIFICATION AND INSTALLATION   GUIDE FOR FLUID APPLIED WATER PROOFING SHOWER PAN   LINER. SHALL BE ON JOBSITE FOR INSPECTIONS. Review Stop P PLUMBING Rev No 4 Status F Date 2018-08-29 Cont ID   Sent By gjohnson Date 2018-08-29 Time 12:19 Rev Time 0.00 Received By gjohnson Date 2018-08-29 Time 12:19 Sent To   Notes 2018-08-29 12:19:44     4TH REVIEW: FBC 2014 5TH EDITION       PLUMBING COMMENTS: IT APPEARS THAT THE PLUMBING COMMENT   WERE NOT ADDRESSED I COULD NOT FIND A RESPONSE LETTER   AND PREVIOUS COMMENT NOT COMPLIED WITH.       1. SHT. P-902 + P-904 THE SANITARY STACKS ARE NOT   LABELED THE SAME SHT. P902 IS LABELED WITH AN S THE   STACKS ON P-904 ARE LABELED WITH AN X PLEASE LABEL THE   STACKS ON EACH SHT. TO MATCH THE COINCIDING STACKS ON   ALL SHTS. PER WPB AMEND TO FBC 107.2.1   2. PREVIOUS COMMENT #3 SHT. A -512 DETAIL # 8 STILL   SHOWS THE WATERPROOFING MEMBRANE STOPPING AT THE CURB   AT THE SLIDING BOOKCASE GLASS PLEASE SHOW THE MEMBRANE   RUNNING UP AND OVER THE CURB. PER FBC PL 417.5.2   3. SHT. P-905 PLEASE SHOW THE PIPE SIZING ON THE   PRESSURE RISER LOBBY DETAIL #1. PER WPB AMEND TO FBC   107.2.1   5. SHTS P-901 P-905 THE RISER LABELING DOES NOT MATCH   SHT. 901 THE STACKS ARE LABELED WITH AN W THE STACKS ON   SHT. 905 ARE LABELED WITH AN X PLEASE LABEL THEM ALL   WITH COINCIDING LABELS WITH THE STACK NUMBER. PER WPB   AMEND TO FBC 107.2.1   6. SHT. 902 RISER S1 THE BATHROOM GROUP AT THE BOTTOM   OF THE RISER IS NOT VENTED PROPERLY THE LAVATORY SHALL   CONNECT UPSTREAM OF THE SOIL STACK IT CANNOT CONNECT TO   THE SOIL STACK WITHOUT A SEPARATE VENT AND THERE SHALL   BE A VENT BETWEEN THE SHOWER AND TOILET. PER FBC PL   901.2.1, 912.1   7. SHT. P-102 THE OVERFLOW STORM DRAINS THAT ARE   TERMINATING ON THE WEST SIDE OF THE BUILDING WILL NEED   TO BE RELOCATED, AS YOU KNOW THIS SIDE OF THE BUILDING   IS NOT OPEN IT IS CONNECTED TO THE PARKING GARAGE   APARTMENT BUILDING THE OVER FLOW ON THE NORTH END IS   DUMPING INTO THE PARKING GARAGE AND THE OVER FLOW ON   THE SOUTH END IS DUMPING INTO THE GENERATOR AREA AND   WILL FLOOD THE GENERATOR IF THE OVERFLOW IS BEING USED.   PER WPB AMEND TO FBC 107.2.1           PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.     Review Stop P PLUMBING Rev No 3 Status F Date 2018-07-30 Cont ID   Sent By gjohnson Date 2018-07-30 Time 13:31 Rev Time 0.00 Received By gjohnson Date 2018-07-25 Time 14:19 Sent To   Notes 2018-07-30 13:31:29     3RD REVIEW: FBC 2014 5TH EDITION   PLUMBING COMMENTS:   1. SHT. P-902 + P-904 THE SANITARY STACKS ARE NOT   LABELED THE SAME SHT. P902 IS LABELED WITH AN S THE   STACKS ON P-904 ARE LABELED WITH AN X PLEASE LABEL THE   STACKS ON EACH SHT. TO MATCH THE COINCIDING STACKS ON   ALL SHTS. PER WPB AMEND TO FBC 107.2.1   2. PREVIOUS COMMENT #3 SHT. A -512 DETAIL # 8 STILL   SHOWS THE WATERPROOFING MEMBRANE STOPPING AT THE CURB   AT THE SLIDING BOOKCASE GLASS PLEASE SHOW THE MEMBRANE   RUNNING UP AND OVER THE CURB. PER FBC PL 417.5.2   3. SHT. P-905 PLEASE SHOW THE PIPE SIZING ON THE   PRESSURE RISER LOBBY DETAIL #1. PER WPB AMEND TO FBC   107.2.1   4. ON ALL ISOMETRIC DRAWINGS PLEASE LABEL ON THE   DIAGRAM WHEN A PIPE ENDS WHERE IT CONTINUES AND WITH   COINCIDING LABEL. PER WPB AMEND TO FBC 107.2.1   5. SHTS P-901 P-905 THE RISER LABELING DOES NOT MATCH   SHT. 901 THE STACKS ARE LABELED WITH AN W THE STACKS ON   SHT. 905 ARE LABELED WITH AN X PLEASE LABEL THEM ALL   WITH COINCIDING LABELS WITH THE STACK NUMBER. PER WPB   AMEND TO FBC 107.2.1   6. SHT. 902 RISER S1 THE BATHROOM GROUP AT THE BOTTOM   OF THE RISER IS NOT VENTED PROPERLY THE LAVATORY SHALL   CONNECT UPSTREAM OF THE SOIL STACK IT CANNOT CONNECT TO   THE SOIL STACK WITHOUT A SEPARATE VENT AND THERE SHALL   BE A VENT BETWEEN THE SHOWER AND TOILET. PER FBC PL   901.2.1, 912.1   7. SHT. P-102 THE OVERFLOW STORM DRAINS THAT ARE   TERMINATING ON THE WEST SIDE OF THE BUILDING WILL NEED   TO BE RELOCATED, AS YOU KNOW THIS SIDE OF THE BUILDING   IS NOT OPEN IT IS CONNECTED TO THE PARKING GARAGE   APARTMENT BUILDING THE OVER FLOW ON THE NORTH END IS   DUMPING INTO THE PARKING GARAGE AND THE OVER FLOW ON   THE SOUTH END IS DUMPING INTO THE GENERATOR AREA AND   WILL FLOOD THE GENERATOR IF THE OVERFLOW IS BEING USED.   PER WPB AMEND TO FBC 107.2.1           PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.     Review Stop P PLUMBING Rev No 2 Status F Date 2018-04-12 Cont ID   Sent By gjohnson Date 2018-04-12 Time 14:56 Rev Time 0.00 Received By gjohnson Date 2018-04-11 Time 16:36 Sent To   Notes 2018-04-12 14:57:03 1ST REVIEW: FBC 2014 5TH EDITION       PLUMBING COMMENTS:   1. SHT. A512 DETAIL #5 THE FLUID APPLIED WATER PROOFING   SHALL BE PITCHED TOWARD THE DRAIN AT A MIN OF 1/4" FT.   AND SEALED AT THE DRAIN PLEASE SHOW THIS OR MAKE A NOTE   ON THE PLAN. PER FBC PL 417.5.2   2. THE WATER PROOFING MEMBRANE SHALL BE INSTALLED PER   MANUFACTURE SPECIFICATIONS PLEASE PROVIDE MANUFACTURE   SPECIFICATION AND INSTALLATION GUIDE. PER WPB AMEND TO   FBC 107.2.1   3. SHT. A512 DETAIL #4 THE WATER PROOFING MEMBRANE   SHALL TURN UP ON ALL SIDES A MIN OF 2" ABOVE THE   FINISHED THRESHOLD LEVEL IT APPEARS THAT THE DETAIL IS   SHOWING IT STOPPING AT THE BOTTOM OF THE GLASS FOR THE   BOOK SHELF WINDOW. PER FBC PL 417.5.2   4. SHT. P- 904 PLEASE LABEL THE SOIL STACKS TO MATCH   THE LABELING ON THE STACKS ON SHEET P-902. PER WPB   AMEND TO FBC 107.2.1   5. SHT. P-902 + 903 PLEASE SEPARATE THE WATER AND   SANITARY ISOMETRICS AND REMOVE ANYTHING FROM THE   DRAWING THAT IS NOT THE REQUIRED PIPING SUCH AS THE   CARRIERS FOR THE TOILETS AS THE DRAWING ARE SHOWN NOW   IT IS TO DIFFICULT TO DETERMINE CODE COMPLIANCE. PER   WPB AMEND TO FBC 107.2.1   6. PLEASE SHOW THE REQUIRED VALVE ON THE DROPS FOR THE   GANG BATHS ON THE LOBBY LEVEL AND ROOF. PER FBC PL   606.1(5)   7. SHT. P-904,102, 104, 106 LABEL SANITARY RISER TO   MATCH THE RISERS TAGS ON SHT. P902. PER WPB AMEND TO   FBC 107.2.1   8. SHT. P-905,101,103,105,107 PLEASE LABEL THE WATER   RISER TO MATCH THE TAGS ON THE RISERS ON SHT. P-902.   PER WPB AMEND TO FBC 107.2.1   9. PLEASE PROVIDE ISOMETRIC DRAWINGS FOR THE ROOF TOP   BAR AND LOUNGE ALSO THE PLUMBING IN THE SERVICE AREA.   PER WPB AMEND TO FBC 107.2.1   10. WHAT IS ROOM 800D SERVICE AREA USED FOR IS THIS THE   LAUNDRY? PLEASE CLARIFY AND SHOW ALL PLUMBING ON THE   PLAN. PER WPB AMEND TO FBC 107.2.1   11. PLEASE INDICATE ON THE PLAN WHAT SLOPE THE STORM   PIPING IS BEING INSTALLED IF IT IS 1/8" FT. THERE IS   PIPING THAT IS UNDERSIZED. PER FBC PL TABLE 1106.3               PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop P PLUMBING Rev No 1 Status F Date 2018-01-31 Cont ID   Sent By gjohnson Date 2018-01-31 Time 09:42 Rev Time 0.00 Received By gjohnson Date 2018-01-31 Time 09:42 Sent To   Notes 2018-01-31 09:44:49 1ST REVIEW: FBC 2014 5TH EDITION       PLUMBING COMMENTS:       1. COULD YOU CLARIFY THE DIFFERENCE BETWEEN A MOBILITY   ROLL IN TYPE SHOWER AND A MOBILITY NON ROLL IN WHAT   TYPE OF SHOWER OR TUB WILL IT HAVE? PER WPB AMEND TO   FBC 107.2.1       2. SHT. A-102 RM 216 APPEARS TO BE AN ACCESSIBLE   BATHROOM IT?S NOT LABELED AS ACCESSIBLE ALSO THE MATRIX   ON SHT. A002 DOES NOT LIST 216 AS AN ACCESSIBLE PLEASE   CLARIFY. PER WPB AMEND TO FBC 107.2.1       3. SHT. A-102 RM 243 IS LABELED AS M, R IT HAS A TUB IN   IT ACCESSIBLE PLEASE CLARIFY. PER WPB AMEND TO FBC   107.2.1       4. SHT. A-103 SHOWS 2 ACCESSIBLE UNITS 316 AND 336 THE   MATRIX ON SHT. A002 RMS. 336 AND 736 ARE NOT LISTED AS   ACCESSIBLE PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       5. THE BREAK ROOM SINK SHALL COMPLY WITH FBC ACC 606.2   AND 606.3 PLEASE SHOW ON PLAN.       6. SHT. A230 EMPLOYEE BATHROOM S 2.3 AND 2.4 PLEASE   SHOW DIMENSIONS ON THE REQUIRED CLEAR FLOOR FOR THE   TOILET AND LAVATORY AND THE TOILET COMPARTMENT DOORS   SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT   AREA. PER FBC ACC 606.2 AND 604.8.1.2       7. SHT. A230 IN THE MEN?S AND WOMEN?S BATHROOMS 809   +810 SHOW DIMENSIONS ON THE CLEAR FLOOR SPACE FOR THE   TOILETS AND LAVATORY?S , THE CLEAR FLOOR SPACE FOR THE   TOILET SHALL START AT THE REAR WALL AND SIDE WALL OF   THE TOILET. ALSO IN THE MEN?S THE URINAL SHALL NOT BE   LOCATED WITHIN THE CLEAR FLOOR SPACE OF THE TOILET. PER   FBC PL 604.3.1 AND 604.3.2 AND 606.2       8. SHT. A230 DETAIL #4 SHOW DIMENSIONS ON THE CLEAR   FLOOR SPACE FOR THE TOILETS AND LAVATORY?S THE DOOR   SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE,   THE TOILET IN 817 IS SHOWN AT 19? THE CENTERLINE OF ALL   ACCESSIBLE TOILETS SHALL BE 16? MIN 18? MAX OFF THE   SIDE WALL. PER FBC ACC 604.3.1, 606.2, 604.8.1.2 AND   604.2       9. SHT. 230 DETAIL #1 SHOW DIMENSIONS ON THE CLEAR   FLOOR SPACE FOR THE TOILETS AND LAVATORY?S, SHOW   LOCATION OF THE LAVATORY LOCATED OUTSIDE OF THE   ACCESSIBLE STALL. PER FBC ACC 604.3.1, 606.2       10. SHT. A230 DETAIL #2 SHOW DIMENSIONS ON THE CLEAR   FLOOR SPACE FOR THE TOILETS AND LAVATORY?S , THE CLEAR   FLOOR SPACE FOR THE TOILET SHALL START AT THE REAR WALL   AND SIDE WALL OF THE TOILET. PER FBC ACC 604.3.1, 606.2       11. SHT. 230 DETAIL #3 SHOW DIMENSIONS ON THE CLEAR   FLOOR SPACE FOR THE TOILETS AND LAVATORY?S, ? THE   CENTERLINE OF ALL ACCESSIBLE TOILETS SHALL BE 16? MIN   18? MAX OFF THE SIDE WALL. PER FBC ACC 604.3.1, 606.2,   AND 604.2       12. SHT. 231 SHOW DIMENSIONS ON THE CLEAR FLOOR SPACE   FOR THE TOILETS AND LAVATORY?S , THE CLEAR FLOOR SPACE   FOR THE TOILET SHALL START AT THE REAR WALL AND SIDE   WALL OF THE TOILET, THE CENTERLINE OF ALL ACCESSIBLE   TOILETS SHALL BE 16? MIN 18? MAX OFF THE SIDE WALL AND   SHOW THE GRAB BARS IN THE AMBULATORY STALL. PER FBC ACC   604.3.1, 606.2, AND 604.2       13. SHT. A250 DETAIL #3 FOR K6 DOES NOT MATCH THE   LAYOUT OF ROOM 216 ON THE FLOOR PLAN SHT A102 PLEASE   CLARIFY. PER WPB AMEND TO FBC 107.2.1       14. SHT. A243 DETAIL #7 IF THE BATHROOM IS ACCESSIBLE   PLEASE SHOW CLEAR FLOOR SPACE FOR FIXTURES AND GRAB   BARS. PER FBC ACC 604.3.1, 606.2, AND 604.2       15. PLEASE PROVIDE DETAILS FOR THE MOUNTING HEIGHTS OF   THE ACCESSIBLE FIXTURES, GRAB BARS, MIRRORS, TOILET   PAPER DISPENSERS. PER FBC ACC CHAPTER 6       16. PLEASE PROVIDE A SHOWER PAN DETAIL SHALL COMPLY   WITH FBC PL 417       17. PLEASE EXPAND THE ISOMETRICS FOR THE GANG BATH ON   8TH FLOOR, POOL BATHE AND COMMON BATHROOMS ON GROUND   FLOOR THEY ARE EXTREMELY HARD TO READ AS THEY ARE AND   WHEN SAVED FOR OUR RECORD WILL NOT TRANSFER WELL. PER   WPB AMEND TO FBC 107.2.1.4       18. PLEASE PROVIDE A SANITARY COLLECTION ISOMETRIC   SHOWING ALL THE RISERS LABELED TO MATCH THE FLOOR   PLANS. WPB AMEND TO FBC 107.2.1       19. PLEASE PROVIDE A COMPLETE WATER ISOMETRIC SHOWING   THE MAIN, RISERS LABELED TO MATCH FLOOR PLAN. PER WPB   AMEND TO FBC 107.2.1       20. PLEASE SHOW THE RISER NUMBERS FOR THE SANITARY,   WATER AND STORM ON FLOOR PLAN. PER WPB AMEND TO FBC   107.2.1       21. PLEASE PROVIDE A STORM ISOMETRIC WITH THE SQFT AND   SLOPE OF THE PIPE. PER WPB AMEND TO FBC 107.2.1       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW Rev No 1 Status P Date 2018-09-24 Cont ID   Sent By gjohnson Date 2018-09-24 Time 12:04 Rev Time 0.00 Received By gjohnson Date 2018-09-24 Time 12:04 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 4 Status P Date 2018-09-21 Cont ID   Sent By shill Date 2018-09-21 Time 12:39 Rev Time 0.00 Received By shill Date 2018-09-21 Time 12:39 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status F Date 2018-09-02 Cont ID   Sent By shill Date 2018-09-02 Time 11:53 Rev Time 0.00 Received By shill Date 2018-09-02 Time 11:21 Sent To   Notes 2018-09-02 11:53:52 SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. DIGITAL SIGNATURES/SEALS (PLAN PAGES) ARE IN   ACCORDANCE WITH FS 471, FS 481 AS (A,S,M,E,P). NEW   SHEETS SUBMITTED IN THE NEXT REVIEW CYCLE REQUIRE   REVIEW.       2. ENERGY CALC SIGNATURE/SEAL OK       3. COOLING CALCS SIGNATURE/SEAL OK       4. SMOKE CONTROL SIGNATURE/SEAL OK                     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2018-07-14 Cont ID   Sent By shill Date 2018-07-14 Time 13:53 Rev Time 0.00 Received By shill Date 2018-07-14 Time 13:53 Sent To   Notes 2018-07-14 13:53:30 SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. DIGITAL SIGNATURES/SEALS (PLAN PAGES) ARE IN   ACCORDANCE WITH FS 471, FS 481 AS (A,S,M,E,P). NEW   SHEETS SUBMITTED IN THE NEXT REVIEW CYCLE REQUIRE   REVIEW.       2. ENERGY CALC SIGNATURE/SEAL OK       3. COOLING CALCS SIGNATURE/SEAL OK       4. SMOKE CONTROL SIGNATURE/SEAL OK                     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2018-01-31 Cont ID   Sent By aclange Date 2018-01-31 Time 11:42 Rev Time 0.00 Received By aclange Date 2018-01-31 Time 11:42 Sent To   Notes 2018-01-31 11:43:47 ART LANGE BUILDING PLANS EXAMINER       DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33402   561-805-6718 [email protected]           A AND S PAGES OK. ID PAGES DO NOT HAVE A SEAL. Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status P Date 2018-04-06 Cont ID   Sent By aclange Date 2018-04-02 Time 08:10 Rev Time 0.00 Received By aclange Date 2018-04-02 Time 08:10 Sent To   Notes 2018-12-26 08:53:11 PROVISO: ORIGINALS REQUIRED PRIOR TO COMMENCEMENT           MIGUEL SANTIAGO, PE   ECS   BRANDON LEADLEY BN 6127   REMOVE - JOSEAN A DUPREY, BN 7330 (NO LONGER WITH ECS)   JAMES PEARSALL, BN 2477     2018-04-02 08:15:28 PROVIDED WITH FOUNDATION PERMIT.         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2018-03-19 Cont ID   Sent By aclange Date 2018-03-19 Time 09:53 Rev Time 0.00 Received By aclange Date 2018-03-19 Time 09:25 Sent To   Notes 2018-03-19 09:52:27     ART LANGE BUILDING PLANS EXAMINER       DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33402   561-805-6718 [email protected]       THE THRESHOLD / SPECIAL INSPECTOR AGREEMENT AND RESUMES   RECEIVED ARE NOT COMPLETE. ORIGINAL DOCUMENTS REQUIRED.   EMAILED ERIC HANDLEY 3/19/18 Review Stop Z ZONING Rev No 3 Status P Date 2018-07-17 Cont ID   Sent By aaponte Date 2018-07-17 Time 16:36 Rev Time 0.00 Received By aaponte Date 2018-07-16 Time 17:01 Sent To   Notes 2018-07-17 16:38:52 PROVISO: 1. TRANSFORMER ENCLOSURE ALONG BANYAN BLVD   SHALL BE DESIGNED AS A DECORATIVE ELEMENT ACCORDING TO   THE FACADE DESIGN.   2. STEPS ON NARCISSUS AVENUE NEED TO ALLOW FOR A   MINIMUM 6 FEET WIDE CLEAR SIDEWALK, AND FINAL   CONFIGURATION SHALL BE APPROVED WITH THE LANDSCAPE AND   HARDSCAPE PERMITS.   3. A LANDSCAPE AND HARDSCAPE PERMIT SHALL BE SUBMITTED   FOR APPROVAL MAXIMUM TWO MONTHS AFTER BUILDING PERMIT   IS ISSUED. Review Stop Z ZONING Rev No 2 Status F Date 2018-05-18 Cont ID   Sent By AA Date 2018-05-18 Time 16:10 Rev Time 0.00 Received By aaponte Date 2018-05-18 Time 15:06 Sent To   Notes 2018-05-18 16:09:11 OK, AGREEMENT SHALL BE APPROVED BEFORE CO.1. ENTRANCE   CANOPY GOES OVER THE PROPERTY LINE. AN AGREEMENT WILL   BE NECESSARY.   SATISFIED 2. CANOPY COLUMNS ARE CREATING A NARROW PATH   FOR PEDESTRIAN IN FRONT OF HOTEL ENTRANCE, 3.5' ONLY OF   CLEAR SPACE. CAN THE COLUMNS BE REMOVED?   NOT SATISFIED. TRANSFORMER ROOM IS ENCROACHING INTO THE   MINIMUM 16 FEET SETBACK. PLEASE PROVIDE A SKETCH WITH   DIMENSION TO INDICATE THE STATED 84% ACTIVE USE ALONG   BANYAN. THE PROPOSED MECHANICAL ENCLOSURE PROJECTING   OUT FROM FACADE HAS A BIG IMPACT ON BANYAN FRONTAGE.   CAN IT BE RECESSESED FURTHER? 3. A NEW TRANSFORMER ROOM   IS INDICATED ALONG THE BANYAN BOULEAVARD FRONTAGE.   PLEASE SUBMIT A REVISED CALCULATION OF ACTIVE USES   ALONG BANYAN TO CONFIRM COMPLIANCE WITH REQUIRED 80%.   THE CALCULATION SHALL INCLUDE THE RESIDENTIAL BUILDING.   WHAT IS THE ENCLOSUDE OF THAT TRANSFORMER ROOM?   PARTIALLY SATISFIED, BANYAN SETBACK LINE NOT INDICATED   ON SHEET A101. - 4. PLEASE INDICATE THE LOCATION OF THE   PROPERTY LINE AND SETBACK LINE ON ALL FLOOR PLANS AND   ELEVATIONS TO DETERMINE ANY ENCROACHMENTS.   NOT SATISFIED, PLEASE INCLUDE INFORMATION INTHIS PERMIT   SET. - 5. PLEASE PROVIDE A COMPLETE GROSS SQUARE   FOOTAGE TABLE INCLUDING ALL THE BUILDINGS IN THE   PROJECT.   NOT SATISFIED, IF INFORMATION WILL BE APPROVED THROUGH   OTHER PERMITS, A BASIC LAYOUT SHALL BE CONTAINED IN   THIS PERMIT AS A REFERENCE ONLY WITH A NOTE STATING THE   APPROVED PERMIT NUMBER - 6.PLEASE SUBMIT LANDSCAPE AND   HARDSCAPE DRAWINGS, INCLUDING PHOTOMETRICS FOR   STREETSCAPE.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Review Stop Z ZONING Rev No 1 Status F Date 2018-02-09 Cont ID   Sent By AA Date 2018-02-09 Time 15:24 Rev Time 0.00 Received By aaponte Date 2018-02-09 Time 15:24 Sent To   Notes 2018-02-09 15:29:32 1. ENTRANCE CANOPY GOES OVER THE PROPERTY LINE. AN   AGREEMENT WILL BE NECESSARY.   2. CANOPY COLUMNS ARE CREATING A NARROW PATH FOR   PEDESTRIAN IN FRONT OF HOTEL ENTRANCE, 3.5' ONLY OF   CLEAR SPACE. CAN THE COLUMNS BE REMOVED?   3. A NEW TRANSFORMER ROOM IS INDICATED ALONG THE BANYAN   BOULEAVARD FRONTAGE. PLEASE SUBMIT A REVISED   CALCULATION OF ACTIVE USES ALONG BANYAN TO CONFIRM   COMPLIANCE WITH REQUIRED 80%. THE CALCULATION SHALL   INCLUDE THE RESIDENTIAL BUILDING. WHAT IS THE ENCLOSUDE   OF THAT TRANSFORMER ROOM?   4. PLEASE INDICATE THE LOCATION OF THE PROPERTY LINE   AND SETBACK LINE ON ALL FLOOR PLANS AND ELEVATIONS TO   DETERMINE ANY ENCROACHMENTS.   5. PLEASE PROVIDE A COMPLETE GROSS SQUARE FOOTAGE TABLE   INCLUDING ALL THE BUILDINGS IN THE PROJECT.   6.PLEASE SUBMIT LANDSCAPE AND HARDSCAPE DRAWINGS,   INCLUDING PHOTOMETRICS FOR STREETSCAPE.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. 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