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 16061443 Review Stop AIPP ART IN PUBLIC PLACES Rev No 1 Status P Date 2020-05-12 Cont ID   Sent By shill Date 2020-05-12 Time 14:06 Rev Time 0.00 Received By shill Date 2020-05-12 Time 14:06 Sent To   Notes 2020-05-12 14:07:08 PASSED PER EMAIL FROM SYBILLE WELTER, 5/12/20     Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2017-10-03 Cont ID   Sent By jgomez Date 2017-10-03 Time 13:04 Rev Time 0.00 Received By shill Date 2017-09-29 Time 17:26 Sent To   Notes 2017-10-03 13:04:46 ****PROVISOS****   ****ISSUED AT APPLICANT'S RISK****   ****REVISION REQUIRED (SEE ITEM 19)       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. PROVISO: 110.3.7.4.3 ALL SHORING AND RESHORING   PROCEDURES, PLANS AND DETAILS SHALL BE SUBMITTED TO THE   ENFORCEMENT AGENCY FOR RECORDKEEPING. EACH SHORING AND   RESHORING INSTALLATION SHALL BE SUPERVISED, INSPECTED   AND CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING   DOCUMENTS BY THE CONTRACTOR.       2. PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED   TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL   BUILDING INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6   MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.       3. INFORMATIONAL NO ACTION REQUIRED. 109.3.6 THRESHOLD   BUILDINGS, OPERATING GUIDELINES FOR THRESHOLD   INSPECTORS #26. ASSURE THAT THE DESIGNER HAS REQUIRED   ON THE PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED   FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS.       4. PROVISO: UNDER A SEPARATE PERMIT. PERIMETER FENCING   UNDER A SEPARATE PERMIT. PLEASE PROVIDE COMPLIANCE   WITH: 2014 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.       5. PROVISO: UNDER A SEPARATE PERMIT. 2014 FBC0B 3306.2   WALKWAYS. A WALKWAY SHALL BE PROVIDED FOR PEDESTRIAN   TRAVEL IN FRONT OF EVERY CONSTRUCTION AND DEMOLITION   SITE UNLESS THE APPLICABLE GOVERNING AUTHORITY   AUTHORIZES THE SIDEWALK TO BE FENCED OR CLOSED.   WALKWAYS SHALL BE OF SUFFICIENT WIDTH TO ACCOMMODATE   THE PEDESTRIAN TRAFFIC, BUT IN NO CASE SHALL THEY BE   LESS THAN 4 FEET (1219 MM) IN WIDTH. WALKWAYS SHALL BE   PROVIDED WITH A DURABLE WALKING SURFACE. WALKWAYS SHALL   BE ACCESSIBLE IN ACCORDANCE WITH CHAPTER 11 AND SHALL   BE DESIGNED TO SUPPORT ALL IMPOSED LOADS AND IN NO CASE   SHALL THE DESIGN LIVE LOAD BE LESS THAN 150 POUNDS PER   SQUARE FOOT (PSF).       6. PROVISO: UNDER A SEPARATE PERMIT. 2014 FBC-B 3306.7   COVERED WALKWAYS. COVERED WALKWAYS SHALL HAVE A CLEAR   HEIGHT OF NOT LESS THAN 8 FEET (2438 MM) AS MEASURED   FROM THE FLOOR SURFACE TO THE CANOPY OVERHEAD. ADEQUATE   LIGHTING SHALL BE PROVIDED AT ALL TIMES. COVERED   WALKWAYS SHALL BE DESIGNED TO SUPPORT ALL IMPOSED   LOADS. IN NO CASE SHALL THE DESIGN LIVE LOAD BE LESS   THAN 150 PSF FOR THE ENTIRE STRUCTURE.       7. BUILDING PROVISO: PRODUCT APPROVALS LISTED BELOW CAN   BE DEFERRED SUBMITTALS WITH THE APPROVAL OF EITHER THE   DESIGNER OF RECORD OR CONTRACTOR ONCE THE WIND DESIGN   CRITERIA IS REVIEWED AND APPROVED THEN THE SUBMITTALS   CAN BE SUBMITTED AFTER PERMIT ISSUANCE. 107.3.4.2   DEFERRED SUBMITTALS.   2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT   OF COMMUNITY AFFAIRS RULE 61G20-3, SUB-CATEGORY OF   PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE   PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS, MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,   INTAKE AND EXHAUST FANS   (E) SHUTTERS   (F) SKYLIGHTS   (G PRE-ENGINEERED A/C STANDS   FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH   ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR   TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL   61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       8. BUILDING PROVISO, DEFERRED SUBMITTALS PRODUCT   APPROVALS & SHOP DRAWINGS.   IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH   GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,   TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,   ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING   SIZE. 107.2.1 CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       9. BUILDING PROVISO/ DEFERRED SUBMITTAL: OPEN AIR   TERRACE WATERPROOFING MATERIAL AND DETAILS. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       10. BUILDING PROVISO/ DEFERRED SUBMITTALS: OPEN AIR   TERRACE VIVA BLADE GUARD RAIL SYSTEM. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       11. BUILDING PROVISO: POOL AND JACUZZI ARE NOT PART OF   THIS PERMIT, WILL REQUIRE A SEPARATE PERMIT, REVIEW AND   ASSOCIATED FEES. FENCING AND GATES AROUND THE POOL WILL   REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.       12. SEPARATE PERMITS (APPLICATION, PLANS, REVIEWS, AND   FEES) REQUIRED FOR ALL ITEMS OTHER THAN MECHANICAL,   ELECTRICAL, AND PLUMBING FOR THE BUILDING AS SHOWN ON   THE PLANS. THIS INCLUDES SIGNS, FIRE ALARM, FIRE   SPRINKLERS, LANDSCAPING.       13. BUILDING PROVISO/ DEFERRED SUBMITTAL:   AN APPROVED BUILDING INFORMATION CARD THAT CONTAINS,   BUT IS NOT LIMITED TO, THE FOLLOWING INFORMATION,   13.1-13.7:       13.1. GENERAL BUILDING INFORMATION THAT INCLUDES:   PROPERTY NAME, ADDRESS, THE NUMBER OF FLOORS IN THE   BUILDING (ABOVE AND BELOW GRADE), USE AND OCCUPANCY   CLASSIFICATION (FOR MIXED USES, IDENTIFY THE DIFFERENT   TYPES OF OCCUPANCIES ON EACH FLOOR), ESTIMATED BUILDING   POPULATION (I.E., DAY, NIGHT, WEEKEND);       13.2. BUILDING EMERGENCY CONTACT INFORMATION THAT   INCLUDES: A LIST OF THE BUILDING?S EMERGENCY CONTACTS   (E.G., BUILDING MANAGER, BUILDING ENGINEER, ETC.) AND   THEIR RESPECTIVE WORK PHONE NUMBER, CELL PHONE NUMBER,   EMAIL ADDRESS;       13.3. BUILDING CONSTRUCTION INFORMATION THAT INCLUDES:   THE TYPE OF BUILDING CONSTRUCTION (E.G., FLOORS, WALLS,   COLUMNS, AND ROOF ASSEMBLY);       13.4. EXIT STAIR INFORMATION THAT INCLUDES: NUMBER OF   EXIT STAIRS IN BUILDING, EACH EXIT STAIR DESIGNATION   AND FLOORS SERVED, LOCATION WHERE EACH EXIT STAIR   DISCHARGES, EXIT STAIRS THAT ARE PRESSURIZED, EXIT   STAIRS PROVIDED WITH EMERGENCY LIGHTING, EACH EXIT   STAIR THAT ALLOWS REENTRY, EXIT STAIRS PROVIDING ROOF   ACCESS; ELEVATOR INFORMATION THAT INCLUDES: NUMBER OF   ELEVATOR BANKS, ELEVATOR BANK DESIGNATION, ELEVATOR CAR   NUMBERS AND RESPECTIVE FLOORS THAT THEY SERVE, LOCATION   OF ELEVATOR MACHINE ROOMS, LOCATION OF SKY LOBBY,   LOCATION OF FREIGHT ELEVATOR BANKS;       13.5. BUILDING SERVICES AND SYSTEM INFORMATION THAT   INCLUDES: LOCATION OF MECHANICAL ROOMS, LOCATION OF   BUILDING MANAGEMENT SYSTEM, LOCATION AND CAPACITY OF   ALL FUEL OIL TANKS, LOCATION OF EMERGENCY GENERATOR,   LOCATION OF NATURAL GAS SERVICE;       13.6. FIRE PROTECTION SYSTEM INFORMATION THAT INCLUDES:   LOCATIONS OF STANDPIPES, LOCATION OF FIRE PUMP ROOM,   LOCATION OF FIRE DEPARTMENT CONNECTIONS, FLOORS   PROTECTED BY AUTOMATIC SPRINKLERS, LOCATION OF   DIFFERENT TYPES OF SPRINKLER SYSTEMS INSTALLED (E.G.,   DRY, WET, PRE-ACTION, ETC.); AND       13.7 HAZARDOUS MATERIAL INFORMATION THAT INCLUDES:   LOCATION OF HAZARDOUS MATERIAL, QUANTITY OF HAZARDOUS   MATERIAL.       14. BUILDING PROVISO: DEFERRED SUBMITTAL. SHEETS A6.02   & A6.03 STAIR GUARDRAIL/ HANDRAILS . ADMINISTRATION   107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE   REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       15. BUILDING PROVISO/ DEFERRED SUBMITTAL. ON THE TOP OF   THE 8 FT. CONCRETE CANOPY WHAT PRODUCT WILL BE USED TO   KEEP MOISTURE FROM SEEPING INTO THE CONCRETE SLAB AND   REINFORCEMENT?       16. BUILDING PROVISO/ DEFERRED SUBMITTAL. SHEET A4.01   THE NORTH WALL ELEVATION ON THE GARAGE LEVELS 3-5 THE   PLANS SHOW PERFORATED ALUMINUM PANEL SYSTEM. PLEASE   PROVIDE PRODUCT LITERATURE, AND ENGINEERING ANALYSIS OF   THE SYSTEM, WITH THE WIND DESIGN CRITERIA AND ANCHORING   SYSTEMS REVIEWED BY THE ENGINEER OF RECORD. FL   61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD   THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF   RECORD FOR REVIEW. 2014 FBC-B 1503.1 ROOF DECKS SHALL   BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE   BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISIONS   OF THIS CHAPTER. ROOF COVERINGS SHALL BE DESIGNED AND   INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED   MANUFACTURER?S INSTRUCTIONS SUCH THAT THE ROOF COVERING   SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE.       17. SUB PERMITS (APPLICATION, SUB PERMIT FEE OF $80)   ARE REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING AND   ROOFING PRIOR TO COMMENCEMENT OF WORK.       18. DEFERRED SUBMITTAL: IF ACOUSTIC FLOORING   UNDERLAYMENT IS PROPOSED, FBC B 603.1, ALLOWABLE   MATERIALS IN NON COMBUSTIBLE BUILDINGS, SEE ITEM 2,   EXCEPTION 2, ACOUSTICAL INSULATION INSTALLED BETWEEN A   FINISHED FLOOR AND SOLID DECKING WITHOUT INTERVENING   AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME SPREAD INDEX   OF NOT MORE THAN 200. SEE 803.1.1, PROVIDE TEST DATA IN   ACCORDANCE WITH ASTM E 84 OR UL 723. SUBMIT PRIOR TO   INSTALLATION.       19. REVISION REQUIRED; PER ARCHITECT, 2 HOUR SHAFT   DETAIL ON SHEETS A3.05 AND 3.08A (AND ANY OTHER   AFFECTED LOCATIONS NOT LISTED) WILL BE REVISED (FBC   BUILDING 703.2.1, NEED HORIZONTAL ASSEMBLY). A REVISION   IS REQUIRED PRIOR TO INSTALLATION.       20. WHEN AVAILABLE, PROVIDE THE TEST PILE PROGRAM   REPORT. REPORT IS TO BE REVIEWED BY SEOR PRIOR TO   SUBMITTAL.     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status F Date 2017-07-27 Cont ID   Sent By shill Date 2017-07-27 Time 11:54 Rev Time 0.00 Received By shill Date 2017-07-24 Time 10:36 Sent To   Notes 2017-07-27 12:05:55 REVISED 8/3/17   IF ALL OTHER TRADES PASS, A PROVISO IS POSSIBLE UPON   REQUEST       [email protected]   561-805-6724       BUILDING PLAN REVIEW   W. P. B. PERMIT: 16061443   ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON 14 STORY   THRESHOLD BUILDING   CONT: TBD/ TO BE DETERMINED   TEL: 561-718-5987 / MARGARET LEON   E-MAIL: MLEONDADLP.COM       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       4TH REVIEW   DATE: 7/27/17   ACTION: DENIED       5B) SEMI-COMPLIED. SHEET 5 OF 6 THERE IS NO CONTRACTOR   SIGNATURE NOR NOTARY WORK COMPLETED (SI AGREEMENT). WPB   AMENDMENT 109.3.6.2 W.P.B, THIS IS REQUIRED PRIOR TO   PERMIT ISSUANCE.       5E) 3RD REQUEST. THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.   THRESHOLD INSPECTION FORMS , GUIDELINES AND POLICIES   FOR PROJECTS WERE E-MAILED TO:   [email protected], PLEASE NOTE THIS E-MAIL ADDRESS CAME   BACK UNDELIVERABLE. 07/14/2016 11:35 AM.   [email protected]       42) COMMENT FROM PREVIOUS LIST (REVIEW #3): THE SHEET   M2.02 IN STAIRWELL # 2 NOTE # 7 INDICATES DUCT IN THE   STAIRWELL TO HAVE A 2 HOUR FIRE RATING. TO USE   FLAMEBAR. SHEET A6.01A DETAIL 01 DOES NOT SHOW A DUCT   GOING THROUGH THE STAIRWELL. SHEET A6.03 DETAILS 03 &   04 ARE CUT SECTIONS THROUGH THE STAIRWELL 2 BUT AGAIN   NO DUCTS ARE SHOWN PENETRATING THE STAIRWELL ENCLOSURE.   2014 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 AND RAMPS.       4TH REVIEW - RESPONSE LETTER STATES: "WE ARE PROVIDING   A 2 HOUR RATED ENCLOSURE THAT ALLOWS MECHANICAL DUCTS   TO RUN THRU IT WHILE ISOLATING THEM FROM THE STAIR."       THE DETAIL 06 IS LABELED U415, BUT NOT CLEAR WHICH   OPTION (OF UL U415) IS PROPOSED (SEE UL DIRECTORY;   MULTIPLE OPTIONS AVAILABLE). THE TOP SHOWS 1/2" FIRE   SEALANT; SHOULDN'T THIS BE A 2 HOUR HEAD OF WALL DETAIL   IF USING THE STAIR LANDING AS A PART OF THE   "ENCLOSURE"? RESPONSE LETTER STATES THAT THE 2 HOUR   RATED ENCLOSURE ISOLATES THE DUCTS FROM THE STAIR, BUT   IT APPEARS THAT YOU PROPOSE TO USE THE BOTTOM OF A   STAIR LANDING AS A PART OF THE DUCT ENCLOSURE (DOES NOT   APPEAR "ISOLATED"). PROPOSED CONSTRUCTION NOT CLEAR; IS   THIS TO BE CONSTRUCTED AS A SHAFT, FBC B 713? IF   PORTIONS OF THE STAIR ITSELF ARE UTILIZED FOR THIS   ENCLOSURE, HOW HAS HEAT TRANSFER BEEN ADDRESSED? IT   APPEARS THAT A FIRE IN THE SHAFT COULD RESULT IN LOSS   OF THE ABILITY TO USE THE STAIR DUE TO HEAT. IT DOES   NOT APPEAR THAT THE RATING IS TO THE INSIDE AS WELL AS   THE OUTSIDE; IT APPEARS THAT THE RISK IS GREATER FROM   THE INSIDE (FIRE RISK FROM DUCT TO INSIDE OF STAIR).       PRIOR TO RESUBMITTING, SEND A DETAIL VIA EMAIL FOR   PRELIMINARY REVIEW.       43) FROM PREVIOUS LIST, COMMENT #12 UNDER MECHANICAL   REVIEW #3. THE SHAFT ENCLOSING THE OAR-1 DUCT SHALL BE   CONTINUOUS THROUGH THE ELEVATOR LOBBY AND GARAGE PER   FBC B 707.5, 711.4 & 713.5.       4TH REVIEW, RESPONSE IS THAT DUCT IS 2 HOUR RATED AND   CONTINUOUS, INCLUDING OFFSETS. IT APPEARS THAT RATHER   THAN PROVIDING A RATED SHAFT, FLAMEBAR IS PROPOSED.   PLEASE ADVISE WHERE THIS IS PERMITTED IN THE CODE. IF   THIS IS ALTERNATIVE MATERIALS AND METHODS, THIS MUST BE   APPROVED BY BUILDING OFFICIAL.       IF REQUESTING VIA ALTERNATIVE MATERIALS AND METHODS FBC   104.11 - THIS SHOULD BE REQUESTED, IN WRITING VIA A   SIGNED AND SEALED LETTER: "AN ALTERNATIVE MATERIAL,   DESIGN OR METHOD OF CONSTRUCTION SHALL BE APPROVED   WHERE THE BUILDING OFFICIAL FINDS THAT THE PROPOSED   DESIGN IS SATISFACTORY AND COMPLIES WITH THE INTENT OF   THE PROVISIONS OF THIS CODE, AND THAT THE MATERIAL,   METHOD OR WORK OFFERED IS, FOR THE PURPOSE INTENDED, AT   LEAST THE EQUIVALENT OF THAT PRESCRIBED IN THIS CODE IN   QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,   DURABILITY AND SAFETY."       ALL INFORMATION - PRODUCT DATA SHEETS, ENGINEERING   ANALYSIS, TEST REPORTS, ETC. AS APPLICABLE SHOULD BE   SUBMITTED WITH THE LETTER.       44) 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.       45) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       NEW COMMENTS:       ** THERE IS A DISCREPANCY IN PROPOSED FFE BETWEEN   CIVILS AND ARCHITECTURAL PAGES. SHEET C3 (AND OTHER   PAGES) SPECIFY A FFE OF 15.50 NGVD29. SHEET A1.11   SPECIFIES A FFE OF 13.75 NGVD29 (1.75' DISCREPANCY). AN   EMAIL WAS SENT TO APPLICANT FOR CLARIFICATION. THIS   POTENTIALLY AFFECTS CONNECTION TO CITY SYSTEMS (WATER,   SEWER, ETC.) AND ACCESSIBILITY (ACCESSIBLE ROUTE), FBC   2014 ACCESSIBILITY.       PLEASE EITHER EXPLAIN THE DISCREPANCY OR SEND, VIA   EMAIL, HOW THIS WILL BE ADDRESSED (PROVISO ITEM,   REVISION MAY BE REQUIRED).       ** FBC B TABLE 1607.1, ROOF SURFACES SUBJECT TO   MAINTENANCE WORKERS, 300# LIVE LOAD REQUIRED, S1.01.   THIS CAN BE A PROVISO ITEM UPON REQUEST (OR CLARIFY,   VIA EMAIL, IF THERE IS NO EQUIPMENT ON THE ROOF).             Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2017-03-21 Cont ID   Sent By jwitmer Date 2017-03-21 Time 14:49 Rev Time 0.00 Received By jwitmer Date 2017-03-20 Time 11:11 Sent To   Notes 2017-03-21 14:45:33 BUILDING PLAN REVIEW   W. P. B. PERMIT: 16061443   ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON 14 STORY   CONT: TBD/ TO BE DETERMINED   TEL: 561-718-5987 / MARGARET LEON   E-MAIL: MLEONDADLP.COM       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       3RD REVIEW   DATE: TUES. MARCH 21/2017   ACTION: DENIED       1) COMPLIED. 13 STORIES INCLUDING THE HABITABLE POOL,   POOL DECK AND A2 DELI/ RESTAURANT AREAS.       2) NOTICE: ART IN PUBLIC PLACES.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER   ART IN PUBLIC PLACES COORDINATOR   TEL: 822-1515   E-MAIL: [email protected]   WEBSITE: WPB.ORG/AIPP/       3) 3RD REQUEST, TO BE SUBMITTED WHEN CONTRACTOR SUBMITS   FOR PERMIT. THIS MAIN BUILDING PERMIT WILL INCLUDE THE   FEES FOR THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING   PERMITS. WHEN THE GENERAL CONTRACTOR COMES IN FOR A   BUILDING PERMIT WITH THE SIGNED PERMIT APPLICATION FORM   BY THE QUALIFIER AND OWNER AND BRINGS IN THE LISTED   SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE   QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND   LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE   FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN   LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR   EACH PERMIT.       ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST   HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC   FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS &   FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL   TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED   SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE ,   IRRIGATION, TEST PILE, AUGER CAST PILE AND OR   FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE   REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.   PLEASE LIST AND SUBTRACT THESE LINE ITEMS AND THEIR   VALUE FROM THE OVERALL BUILDING VALUE OF   $33,000,000.00. THE REMAINING BALANCE WILL BE   AFFECTIVELY THE VALUE OF THE BUILDING YOU WILL BE   PAYING FOR THIS PERMIT. THE BUILDING DOES NOT WANT TO   COLLECT TWICE FOR THE VALUE OF THESE SUB-PERMITS NOT   COVERED UNDER THE PRIME OR MASTER PERMIT.       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 108.3 BUILDING PERMIT VALUATION.       4) SEMI-COMPLIED. PLEASE SHOW COMPLIANCE BY THE 2014   FBC-ENERGY CODE. SEE MECHANICAL COMMENTS, THERE ARE   NUMEROUS OMISSIONS AND INCONSISTENCIES SEE MECH.   COMMENT # 1.       5) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   THRESHOLD BUILDING / FL S. S. 553.71(7) ?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.       5A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN.       5B) SEMI-COMPLIED. SHEET 5 OF 6 THERE IS NO CONTRACTOR   SIGNATURE NOR NOTARY WORK COMPLETED. THIS SHEET WE WILL   ACCEPT THE BOTTOM SIGNATURE AND SEAL OF THE ENGINEER OF   RECORD.   THRESHOLD INSPECTOR FORMS: WPB AMENDMENT 109.3.6.2   W.P.B. CONSTRUCTION SERVICES DEPARTMENT.       5C) COMPLIED. ARCHITECTURAL AND STRUCTURAL SHEETS.   THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. AMENDMENT   110.3.7.4.4/ 633 FLORIDA STATUTE.       5D) COMPLIED. THE SPECIAL INSPECTORS ONSITE   REPRESENTATIVE MARK PINA .       5E) 3RD REQUEST. THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.   THRESHOLD INSPECTION FORMS , GUIDELINES AND POLICIES   FOR PROJECTS WERE E-MAILED TO:   [email protected], PLEASE NOTE THIS E-MAIL ADDRESS CAME   BACK UNDELIVERABLE. 07/14/2016 11:35 AM.   [email protected]       5F) NOTICE ONLY. FOR DIGITAL PLANS, AFTER PERMIT   ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE   PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN   E-MAIL YOU THE APPROVED AND BATCH STAMPED PLANS SO YOU   MAY PRINT YOUR PLANS, TWO SETS OF PLANS WILL NEED TO BE   PRINTED IN COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE   OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO   PRINT MAYBE IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       5G) PROVISO: 110.3.7.4.3 ALL SHORING AND RESHORING   PROCEDURES, PLANS AND DETAILS SHALL BE SUBMITTED TO THE   ENFORCEMENT AGENCY FOR RECORDKEEPING. EACH SHORING AND   RESHORING INSTALLATION SHALL BE SUPERVISED, INSPECTED   AND CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING   DOCUMENTS BY THE CONTRACTOR.   5H) PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED   TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL   BUILDING INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6   MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.       5H) INFORMATIONAL NO ACTION REQUIRED. 109.3.6 THRESHOLD   BUILDINGS, OPERATING GUIDELINES FOR THRESHOLD   INSPECTORS #26. ASSURE THAT THE DESIGNER HAS REQUIRED   ON THE PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED   FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS.       6) COMPLIED. UNITY OF TITLE.       7) PROVISO: UNDER A SEPARATE PERMIT. PERIMETER FENCING   UNDER A SEPARATE PERMIT. PLEASE PROVIDE COMPLIANCE   WITH: 2014 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.       8) PROVISO: UNDER A SEPARATE PERMIT. 2014 FBC0B 3306.2   WALKWAYS. A WALKWAY SHALL BE PROVIDED FOR PEDESTRIAN   TRAVEL IN FRONT OF EVERY CONSTRUCTION AND DEMOLITION   SITE UNLESS THE APPLICABLE GOVERNING AUTHORITY   AUTHORIZES THE SIDEWALK TO BE FENCED OR CLOSED.   WALKWAYS SHALL BE OF SUFFICIENT WIDTH TO ACCOMMODATE   THE PEDESTRIAN TRAFFIC, BUT IN NO CASE SHALL THEY BE   LESS THAN 4 FEET (1219 MM) IN WIDTH. WALKWAYS SHALL BE   PROVIDED WITH A DURABLE WALKING SURFACE. WALKWAYS SHALL   BE ACCESSIBLE IN ACCORDANCE WITH CHAPTER 11 AND SHALL   BE DESIGNED TO SUPPORT ALL IMPOSED LOADS AND IN NO CASE   SHALL THE DESIGN LIVE LOAD BE LESS THAN 150 POUNDS PER   SQUARE FOOT (PSF). WILL THE WALKWAYS ON THE SOUTH SIDE   OF TRINITY PLACE BE CLOSED?       9) PROVISO: UNDER A SEPARATE PERMIT. 2014 FBC-B 3306.7   COVERED WALKWAYS. COVERED WALKWAYS SHALL HAVE A CLEAR   HEIGHT OF NOT LESS THAN 8 FEET (2438 MM) AS MEASURED   FROM THE FLOOR SURFACE TO THE CANOPY OVERHEAD. ADEQUATE   LIGHTING SHALL BE PROVIDED AT ALL TIMES. COVERED   WALKWAYS SHALL BE DESIGNED TO SUPPORT ALL IMPOSED   LOADS. IN NO CASE SHALL THE DESIGN LIVE LOAD BE LESS   THAN 150 PSF FOR THE ENTIRE STRUCTURE.       10) COMPLIED. POLLUTION PREVENTION PLAN. 2014 FBC-B   3307.       11) PROVISO: DEFERRED SUBMITTAL . 2014 FBC-B 3306.9   ADJACENT TO EXCAVATIONS. STRUCTURAL NOTES S1.01.       11A) PROVISO: DEFERRED SUBMITTAL. STRUCTURAL NOTES   S1.01 AND SOILS REPORT BY LANGAN ENGINEERING SOILS   REPORT MAY 21/ 2015. 2014 FBC-B 3307.1 PROTECTION   REQUIRED. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL   BE PROTECTED FROM DAMAGE DURING CONSTRUCTION AND   DEMOLITION WORK. PROTECTION SHALL BE PROVIDED FOR   FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS   AND ROOFS. WITH THE EXCAVATION AND AUGER CAST PILE HOW   WILL THE BUILDING TO THE SOUTH BE PROTECTED FROM   SETTLEMENT?       11B) COMPLIED. NOTED ON PLAN. 2014 FBC-B 3307.1 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.       12) COMPLIED. NOTED ON PLAN. WHEN EXCAVATING WILL THE   EXCESS SOILS BE STORED ON SITE? 2014 FBC-B 3304.1.2   SURCHARGE. NO FILL OR OTHER 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.       13-19) COMPLIED.       20) SHEET A0.01;   20A-C)COMPLIED.           20D) BUILDING PROVISO: PRODUCT APPROVALS LISTED BELOW   CAN BE DEFERRED SUBMITTALS WITH THE APPROVAL OF EITHER   THE DESIGNER OF RECORD OR CONTRACTOR ONCE THE WIND   DESIGN CRITERIA IS REVIEWED AND APPROVED THEN THE   SUBMITTALS CAN BE SUBMITTED AFTER PERMIT ISSUANCE.   107.3.4.2 DEFERRED SUBMITTALS.   2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT   OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)   SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT   WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS, MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,   INTAKE AND EXHAUST FANS   (E) SHUTTERS   (F) SKYLIGHTS   (G PRE-ENGINEERED A/C STANDS   FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH   ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR   TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL   61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       20E) BUILDING PROVISO, DEFERRED SUBMITTALS PRODUCT   APPROVALS & SHOP DRAWINGS.   IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH   GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,   TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,   ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING   SIZE. 107.2.1 CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       20F) COMPLIED. ROOFING PRODUCT APPROVALS:   MIAMI-DADE NOA 15-1026.10 SEAMAN CORP FIBER TITE SINGLE   PLY ROOF SYSTEMS OVER CONCRETE DECK PAGE 25 OF 51 -240   PSF LIMITATION # 9.   FLORIDA APPROVAL 7989-R1 ATLAS ROOFING INSULATION AC   FOAM III.           21A) COMPLIED.       21B) SEMI COMPLIED. ON SHEET A2.05 THE PLANS SHOW A   TOTAL OF 3 ACCESSIBLE PARKING SPACES. IN THE   RECONFIGURATION OF ACCESSIBLE PARKING SPACES THE   PARKING SPACE ACCESS AISLE HAS BEEN LEFT OUT. 2014   FBC-ACCESSIBILITY 502.3 (1-3) PARKING SPACE ACCESS   AISLE. PLEASE ALSO NOTE ON SHEETS A2.03 AND A2.04 IN   ALL NON- PARKING AREAS THE FLOOR IS DIAGONALLY STRIPED.       22-24A) COMPLIED       24B) COMPLIED. SHEET A1.12 LIFE SAFETY 3 STAIRS ARE A   MINIMUM OF 57 INCHES/ 0.3= 190 OCC. X 3= 570 OCCUPANTS.       24C) COMPLIED. CONFERENCE ROOMS 2 MEANS OF EGRESS.       24D) 3RD REQUEST FOR CODE COMPLIANCE FOR A 2 STORY   ATRIUM. THE RESPONSE INDICATES THIS IS NOT A 2 STORY   ATRIUM BECAUSE IT DOES NOT COMMUNICATE WITH ANY OTHER   FLOOR. SHEET A1.12 THE 2ND STORY HAS A NOTE STATING   SMOKE SEPARATION FULL HEIGHT GLAZING WITH TYCO WS   SPRINKLERS. THIS IS THE EXCEPTION 1 FOR 404.6   ENCLOSURES OF ATRIUMS. WILL NEED TO MEET THE EXCEPTION   1.1 AND 1.2 GLAZING IN A GASKETED FRAME.   FBC-B 404.6 ATRIUMS SPACES SHALL BE SEPARATED FROM   ADJACENT SPACES BY A 1 HOUR FIRE BARRIER.       IF YOU DO NOT HAVE A FIRE BARRIER BETWEEN THE 1ST FLOOR   AND SECOND FLOOR THEY WILL COMMUNICATE, THUS BEING A 2   STORY ATRIUM. THE FIRE BARRIER BETWEEN THE 1ST FLOOR   FIRE AREA AND 2ND FLOOR FIRE AREA IS A COMMON WALL A   PORTION OF THE WALL IS GLAZED. COMPLIANCE WITH FBC-B   707.3.10 AND TABLE 707.3.10 SHALL BE ACHIEVED . PLEASE   ALSO REVIEW 707.6 OPENINGS IN FIRE BARRIERS AND THEIR   EXCEPTIONS, PLEASE PROVIDE WHICH METHOD OF CODE   COMPLIANCE WILL BE ACHIEVED.       24E) COMPLIED.       25A-D) COMPLIED.       25E) SEMI-COMPLIED. SHEET A6.12 THE NOTE FOR BI-PARTING   DOORS IS ONLY ON THE ONE FLOOR, PLEASE PLACE NOTE FOR   ALL LEVELS SHOWING THIS IS A CLOSED SHAFT WITH OPENING   PROTECTIVES IN COMPLIANCE WITH FBC-B 716.5 AND ALSO FOR   FALL PROTECTION IN COMPLIANCE WITH FBC-B 1013.2 GUARDS.       25F) COMPLIED.       25G) SEMI-COMPLIED. SEE COMMENT 21B. SHEET A2.05 LIFE   SAFETY PLAN INDICATES 2 ACCESSIBLE PARKING STALLS WITH   COLUMNS IN THE ACCESS AISLE. PLEASE PROVIDE THE CLEAR   WIDTH FROM THE COLUMN TO THE ACCESSIBLE PARKING STALL.   FBC-ACCESSIBILITY CODE 502.3.1 WIDTH. ACCESS AISLES   SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES   (1525 MM) WIDE MINIMUM.               26) SHEET A1.16 6TH FLOOR LIFE SAFETY PLAN & A7.05 &   A7.06 ENLARGED FLOOR PLAN 6TH FLOOR.   26A-E) COMPLIED.           26F) BUILDING PROVISO/ DEFERRED SUBMITTAL: OPEN AIR   TERRACE WATERPROOFING MATERIAL AND DETAILS. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       26G) BUILDING PROVISO/ DEFERRED SUBMITTALS: OPEN AIR   TERRACE VIVA BLADE GUARD RAIL SYSTEM. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       26H) **IN REVIEW BY THE BUILDING OFFICIAL / ALTERNATE   MATERIALS & METHODS OF CONSTRUCTION 107.11**   COMMON COMMENT FOR ALL FLOORS (6-12) WHERE THE   ALLOWABLE COMMON PATH OF TRAVEL IS EXCEEDED. EXAMPLE:   ROOMS 604 & 605 FROM THE MOST REMOTE POINT IN THE SUITE   TO THE NEAREST VERTICAL EXIT IS OVER THE ALLOWABLE 75   FT. TO ACHIEVE THE ALLOWABLE 75 FT. A RATED WALL IS   INSTALLED IN THE EXIT ACCESS CORRIDOR, ON THE DOOR   SCHEDULE THIS DOOR IS NOT FIRE RATED. PLEASE PROVIDE A   CODE SECTION WHERE THIS IS ALLOWED TO BE CONSIDERED   CODE COMPLIANT. 2014 FBC-B TABLE 1014.3. DEFINITION:   COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF EXIT   ACCESS WHICH THE OCCUPANTS ARE REQUIRED TO TRAVERSE   BEFORE TWO SEPARATE AND DISTINCT PATHS OF EGRESS TRAVEL   TO TWO EXITS ARE AVAILABLE. PATHS THAT MERGE ARE COMMON   PATHS OF TRAVEL. COMMON PATHS OF EGRESS TRAVEL SHALL BE   INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE.       27) **IN REVIEW BY THE BUILDING OFFICIAL / ALTERNATE   MATERIALS & METHODS OF CONSTRUCTION 107.11**   SHEET A1.18 & A7.09 & A7.10. THE 8TH, 10TH & 12TH   FLOORS. THIS COMMENT FOR THE ROOMS 818,819,1018,   1019,1218 & 1219 ALL EXCEED THE ALLOWABLE 75 FT.   ALLOWABLE COMMON PATH OF TRAVEL OF 75 FT. 2014 FBC-B   TABLE 1014.3       28) COMPLIED.       29) SHEET A2.09 & A7.41 13TH FLOOR ROOFTOP GARDEN:       29A-E) COMPLIED.       29F) 3RD REQUEST. SHEET A6.14 SHOWS THE ROOF HATCH TO   BE 2.5 FT X 3 FT. = 7.5 FEET NOT 16 FEET. SEE COMMENTS   BELOW. STAIRWELL # 1 SHOWS A LADDER TO GAIN ACCESS TO   THE ROOF TOP EQUIPMENT. PLEASE REVIEW :   2014 FBC-B 1009.16.1 EXCEPTION. IN BUILDINGS WITHOUT AN   OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO   BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE   FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET .       30) BUILDING PROVISO: POOL AND JACUZZI ARE NOT PART OF   THIS PERMIT, WILL REQUIRE A SEPARATE PERMIT, REVIEW AND   ASSOCIATED FEES.       31) BUILDING PROVISO: FENCING AND GATES AROUND THE POOL   WILL REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED   FEES.                       32-34) COMPLIED.       35) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEETS A6.02   & A6.03 STAIR GUARDRAIL/ HANDRAILS . ADMINISTRATION   107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE   REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       36A-B) COMPLIED.       36C) BUILDING PROVISO/ DEFERRED SUBMITTAL. ON THE TOP   OF THE 8 FT. CONCRETE CANOPY WHAT PRODUCT WILL BE USED   TO KEEP MOISTURE FROM SEEPING INTO THE CONCRETE SLAB   AND REINFORCEMENT?       37) BUILDING PROVISO/ DEFERRED SUBMITTAL. SHEET A4.01   THE NORTH WALL ELEVATION ON THE GARAGE LEVELS 3-5 THE   PLANS SHOW PERFORATED ALUMINUM PANEL SYSTEM. PLEASE   PROVIDE PRODUCT LITERATURE, AND ENGINEERING ANALYSIS OF   THE SYSTEM, WITH THE WIND DESIGN CRITERIA AND ANCHORING   SYSTEMS REVIEWED BY THE ENGINEER OF RECORD. FL   61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD   THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF   RECORD FOR REVIEW. 2014 FBC-B 1503.1 ROOF DECKS SHALL   BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE   BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISIONS   OF THIS CHAPTER. ROOF COVERINGS SHALL BE DESIGNED AND   INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED   MANUFACTURER?S INSTRUCTIONS SUCH THAT THE ROOF COVERING   SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE.       38) COMPLIED. FIRE COMMAND CENTER LAYOUT. FBC-B   911.1.4.               38A) PLEASE SHOW COMPLIANCE WITH FBC-B 911.1.4. LAYOUT   APPROVAL. A LAYOUT OF THE FIRE COMMAND CENTER AND ALL   FEATURES REQUIRED BY THIS SECTION TO BE CONTAINED   THEREIN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO   INSTALLATION.       38B) 911.1.5 REQUIRED FEATURES.   THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND   SHALL CONTAIN THE FOLLOWING FEATURES:       1-5) SHEET E4.02       6. COMPLIED 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED   IN THE BUILDING.       7-12) E4.02.       BUILDING PROVISO/ DEFERRED SUBMITTAL:   13. AN APPROVED BUILDING INFORMATION CARD THAT   CONTAINS, BUT IS NOT LIMITED TO, THE FOLLOWING   INFORMATION, 13.1-13.7:       13.1. GENERAL BUILDING INFORMATION THAT INCLUDES:   PROPERTY NAME, ADDRESS, THE NUMBER OF FLOORS IN THE   BUILDING (ABOVE AND BELOW GRADE), USE AND OCCUPANCY   CLASSIFICATION (FOR MIXED USES, IDENTIFY THE DIFFERENT   TYPES OF OCCUPANCIES ON EACH FLOOR), ESTIMATED BUILDING   POPULATION (I.E., DAY, NIGHT, WEEKEND);       13.2. BUILDING EMERGENCY CONTACT INFORMATION THAT   INCLUDES: A LIST OF THE BUILDING?S EMERGENCY CONTACTS   (E.G., BUILDING MANAGER, BUILDING ENGINEER, ETC.) AND   THEIR RESPECTIVE WORK PHONE NUMBER, CELL PHONE NUMBER,   EMAIL ADDRESS;       13.3. BUILDING CONSTRUCTION INFORMATION THAT INCLUDES:   THE TYPE OF BUILDING CONSTRUCTION (E.G., FLOORS, WALLS,   COLUMNS, AND ROOF ASSEMBLY);       13.4. EXIT STAIR INFORMATION THAT INCLUDES: NUMBER OF   EXIT STAIRS IN BUILDING, EACH EXIT STAIR DESIGNATION   AND FLOORS SERVED, LOCATION WHERE EACH EXIT STAIR   DISCHARGES, EXIT STAIRS THAT ARE PRESSURIZED, EXIT   STAIRS PROVIDED WITH EMERGENCY LIGHTING, EACH EXIT   STAIR THAT ALLOWS REENTRY, EXIT STAIRS PROVIDING ROOF   ACCESS; ELEVATOR INFORMATION THAT INCLUDES: NUMBER OF   ELEVATOR BANKS, ELEVATOR BANK DESIGNATION, ELEVATOR CAR   NUMBERS AND RESPECTIVE FLOORS THAT THEY SERVE, LOCATION   OF ELEVATOR MACHINE ROOMS, LOCATION OF SKY LOBBY,   LOCATION OF FREIGHT ELEVATOR BANKS;       13.5. BUILDING SERVICES AND SYSTEM INFORMATION THAT   INCLUDES: LOCATION OF MECHANICAL ROOMS, LOCATION OF   BUILDING MANAGEMENT SYSTEM, LOCATION AND CAPACITY OF   ALL FUEL OIL TANKS, LOCATION OF EMERGENCY GENERATOR,   LOCATION OF NATURAL GAS SERVICE;       13.6. FIRE PROTECTION SYSTEM INFORMATION THAT INCLUDES:   LOCATIONS OF STANDPIPES, LOCATION OF FIRE PUMP ROOM,   LOCATION OF FIRE DEPARTMENT CONNECTIONS, FLOORS   PROTECTED BY AUTOMATIC SPRINKLERS, LOCATION OF   DIFFERENT TYPES OF SPRINKLER SYSTEMS INSTALLED (E.G.,   DRY, WET, PRE-ACTION, ETC.); AND       13.7 HAZARDOUS MATERIAL INFORMATION THAT INCLUDES:   LOCATION OF HAZARDOUS MATERIAL, QUANTITY OF HAZARDOUS   MATERIAL.       14. COMPLIED. WORK TABLE.       15.COMPLIED. E4.02. GENERATOR SUPERVISION DEVICES,   MANUAL START AND TRANSFER FEATURES. E4.02       16. COMPLIED. E4.02. PUBLIC ADDRESS SYSTEM, WHERE   SPECIFICALLY REQUIRED BY OTHER SECTIONS OF THIS CODE.       17 COMPLIED. E4.02. . ELEVATOR FIRE RECALL SWITCH IN   ACCORDANCE WITH ASME A17.1.       18. COMPLIED. E4.02. ELEVATOR EMERGENCY OR STANDBY   POWER SELECTOR SWITCH(ES), WHERE EMERGENCY OR STANDBY   POWER IS PROVIDED.       39) COMPLIED. 2014 FBC-B 403.5.3 STAIRWAY DOOR   OPERATION.       40) COMPLIED. 909.4 ANALYSIS, SMOKE CONTROL.       41) COMPLIED. FBC-B 403.5.5 LUMINOUS EGRESS PATH   MARKINGS.       42) NEW COMMENT, COMMENT #9 UNDER THIS MECHANICAL   REVIEW. THE SHEET M2.02 IN STAIRWELL # 2 NOTE # 7   INDICATES DUCT IN THE STAIRWELL TO HAVE A 2 HOUR FIRE   RATING. TO USE FLAMEBAR. SHEET A6.01A DETAIL 01 DOES   NOT SHOW A DUCT GOING THROUGH THE STAIRWELL. SHEET   A6.03 DETAILS 03 & 04 ARE CUT SECTIONS THROUGH THE   STAIRWELL 2 BUT AGAIN NO DUCTS ARE SHOWN PENETRATING   THE STAIRWELL ENCLOSURE.   2014 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 AND RAMPS.       43) NEW COMMENT, COMMENT #12 UNDER THIS MECHANICAL   REVIEW. THE SHAFT ENCLOSING THE OAR-1 DUCT SHALL BE   CONTINUOUS THROUGH THE ELEVATOR LOBBY AND GARAGE PER   FBC ?B 707.5, 711.4 & 713.5.       44) 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.       45) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2017-01-12 Cont ID   Sent By jwitmer Date 2016-12-13 Time   Rev Time 0.00 Received By jwitmer Date 2016-12-12 Time 13:53 Sent To   Notes 2016-12-14 16:28:42 BUILDING PLAN REVIEW   W. P. B. PERMIT: 16061443   ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON   CONT: TBD/ TO BE DETERMINED   TEL: 561-718-5987 / MARGARET LEON   E-MAIL: MLEONDADLP.COM       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2ND REVIEW   DATE: TUES. DEC.13/2016   ACTION: DENIED       1) COMPLIED. 13 STORIES INCLUDING THE HABITABLE POOL,   POOL DECK AND A2 DELI/ RESTAURANT AREAS.       2) NOTICE: ART IN PUBLIC PLACES.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER   ART IN PUBLIC PLACES COORDINATOR   TEL: 822-1515   E-MAIL: [email protected]   WEBSITE: WPB.ORG/AIPP/           3) 2ND REQUEST, TO BE SUBMITTED WHEN CONTRACTOR SUBMITS   FOR PERMIT. THIS MAIN BUILDING PERMIT WILL INCLUDE THE   FEES FOR THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING   PERMITS. WHEN THE GENERAL CONTRACTOR COMES IN FOR A   BUILDING PERMIT WITH THE SIGNED PERMIT APPLICATION FORM   BY THE QUALIFIER AND OWNER AND BRINGS IN THE LISTED   SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE   QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND   LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE   FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN   LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR   EACH PERMIT.       ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST   HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC   FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS &   FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL   TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED   SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE ,   IRRIGATION, TEST PILE, AUGER CAST PILE AND OR   FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE   REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.   PLEASE LIST AND SUBTRACT THESE LINE ITEMS AND THEIR   VALUE FROM THE OVERALL BUILDING VALUE OF   $33,000,000.00. THE REMAINING BALANCE WILL BE   AFFECTIVELY THE VALUE OF THE BUILDING YOU WILL BE   PAYING FOR THIS PERMIT. THE BUILDING DOES NOT WANT TO   COLLECT TWICE FOR THE VALUE OF THESE SUB-PERMITS NOT   COVERED UNDER THE PRIME OR MASTER PERMIT.       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 108.3 BUILDING PERMIT VALUATION.       4) SEMI-COMPLIED. PLEASE SHOW COMPLIANCE BY THE 2014   FBC-ENERGY CODE. SEE MECHANICAL COMMENTS, THERE ARE   NUMEROUS OMISSIONS AND INCONSISTENCIES SEE MECH.   COMMENT # 1.       5) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   THRESHOLD BUILDING / FL S. S. 553.71(7) ?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.       5A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN.       5B) SEMI-COMPLIED. THE SUBMITTED FORMS WERE   SEMI-COMPLETED, SHEET 3 OF 6 MISSING THE SPECIAL   INSPECTOR SIGNATURE, DATE AND NOTARY NOTED SEE PREVIOUS   PAGE. SIGNATURE FROM THE SPECIAL INSPECTOR PAGE 3 OF 6   AND HAVE THE JOBSITE INSPECTOR REFILE THE FORM SO ALL   THE SIGNATURES ARE ON THE SAME SHEET.   SHEET 5 OF 6 THERE IS NO CONTRACTOR SIGNATURE NOR   NOTARY WORK COMPLETED. THIS SHEET WE WILL ACCEPT THE   BOTTOM SIGNATURE AND SEAL OF THE ENGINEER OF RECORD.   THRESHOLD INSPECTOR FORMS: WPB AMENDMENT 109.3.6.2   W.P.B. CONSTRUCTION SERVICES DEPARTMENT.           5C) COMPLIED. ARCHITECTURAL AND STRUCTURAL SHEETS.   THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. AMENDMENT   110.3.7.4.4/ 633 FLORIDA STATUTE.       5D) THE SPECIAL INSPECTORS ONSITE REPRESENTATIVE MARK   PINA HAS PRODUCED A RESUME? BUT THE RESUME DOES NOT   INCLUDE ANY POST TENSION SLAB INSPECTION HISTORY.   BEFORE THIS INSPECTOR CAN BE APPROVED AS THE PRIMARY   JOBSITE INSPECTOR, THERE WILL NEED TO SHOW A HISTORY OF   THIS TYPE OF INSPECTION. 61G15-35.004.       WILL THERE BE MORE THAN ONE REPRESENTATIVE FROM THE   ENGINEERING COMPANY DOING THE STRUCTURAL THRESHOLD   INSPECTIONS?           1ST ROUND OF COMMENTS. 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.       5E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.   THRESHOLD INSPECTION FORMS , GUIDELINES AND POLICIES   FOR PROJECTS WERE E-MAILED TO:   [email protected], PLEASE NOTE THIS E-MAIL ADDRESS CAME   BACK UNDELIVERABLE. 07/14/2016 11:35 AM.   [email protected]       5F) NOTICE ONLY. FOR DIGITAL PLANS, AFTER PERMIT   ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE   PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN   E-MAIL YOU THE APPROVED AND BATCH STAMPED PLANS SO YOU   MAY PRINT YOUR PLANS, TWO SETS OF PLANS WILL NEED TO BE   PRINTED IN COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE   OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO   PRINT MAYBE IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       5G) PROVISO: 110.3.7.4.3 ALL SHORING AND RESHORING   PROCEDURES, PLANS AND DETAILS SHALL BE SUBMITTED TO THE   ENFORCEMENT AGENCY FOR RECORDKEEPING. EACH SHORING AND   RESHORING INSTALLATION SHALL BE SUPERVISED, INSPECTED   AND CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING   DOCUMENTS BY THE CONTRACTOR.   5H) PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED   TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL   BUILDING INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6   MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.       5H) INFORMATIONAL NO ACTION REQUIRED. 109.3.6 THRESHOLD   BUILDINGS, OPERATING GUIDELINES FOR THRESHOLD   INSPECTORS #26. ASSURE THAT THE DESIGNER HAS REQUIRED   ON THE PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED   FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS.       6) 2ND REQUEST, IN THE PROCESS OF EITHER UNITY OF TITLE   OR REPLAT. SHEET C-01 INDICATES THE PROPOSED SITE IS   MADE UP OF 4 LOTS. UNDER THE 2014 FBC-B TABLE 602,   BUILDINGS CANNOT BE BUILT OVER PROPERTY LINES. EITHER A   REPLAT OF THE 4 LOTS WILL NEED TO OCCUR OR A UNITY OF   TITLE.   UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE   TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS   WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'   SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A   COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT   FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED   NOT APPLICABLE. SEE WEBSITE FOR APPLICATION:   HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP   "APPLICATION FOR UNITY OF TITLE"   HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45   -38-UNITYOFTITLE3.PDF   VINCENT J NOEL   SURVEYOR/REAL ESTATE SUPERVISOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33401   PHONE: 494-1040 EXT: 1096   FAX: 494-1116   E-MAIL: [email protected]   *********************************************   MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       7) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE   PROVIDE COMPLIANCE WITH: 2014 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.       8) 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY SHALL BE   PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY   CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE   GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK TO BE   FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH   TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE   SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.   WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING   SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE   WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL   IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD   BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE   WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED?       9) 2014 FBC-B 3306.7 COVERED WALKWAYS. COVERED WALKWAYS   SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438   MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY   OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL   TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT   ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE   LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE.       10) COMPLIED. POLLUTION PREVENTION PLAN. 2014 FBC-B   3307.       11) PROVISO: DEFERRED SUBMITTAL . 2014 FBC-B 3306.9   ADJACENT TO EXCAVATIONS. STRUCTURAL NOTES S1.01.       11A) PROVISO: DEFERRED SUBMITTAL. STRUCTURAL NOTES   S1.01 AND SOILS REPORT BY LANGAN ENGINEERING SOILS   REPORT MAY 21/ 2015. 2014 FBC-B 3307.1 PROTECTION   REQUIRED. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL   BE PROTECTED FROM DAMAGE DURING CONSTRUCTION AND   DEMOLITION WORK. PROTECTION SHALL BE PROVIDED FOR   FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS   AND ROOFS. WITH THE EXCAVATION AND AUGER CAST PILE HOW   WILL THE BUILDING TO THE SOUTH BE PROTECTED FROM   SETTLEMENT?       11B) COMPLIED. NOTED ON PLAN. 2014 FBC-B 3307.1 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.       12) COMPLIED. NOTED ON PLAN. WHEN EXCAVATING WILL THE   EXCESS SOILS BE STORED ON SITE? 2014 FBC-B 3304.1.2   SURCHARGE. NO FILL OR OTHER 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.       13-19) COMPLIED.       20) SHEET A0.01;   20A)COMPLIED.       20B) SEMI- COMPLIED. THE RESPONSE INDICATED SEE REVISED   SHEET M0.00 FOR THE BUILDING THERMOS INSULATION FOR   EXTERIOR WALLS AND FOR THE ROOF. THE MINIMUM FOR THE   ROOF IS STATED AS A R-19. THE POOL DECK (SHEET A2.10)   NOR THE INTERSTITIAL SPACE (SHEET A2.09) ABOVE THE   HIGHEST AIR CONDITIONED FLOOR SHOW INSULATION   SEPARATING THE NON-CONDITIONED SPACE FROM AIR   CONDITIONED SPACE. 2014 FBC-ENERGY CODE C402.2.5 FLOORS   OVER OUTDOOR AIR OR UNCONDITIONED SPACE.               20C) SEMI ?COMPLIED. THE INTENT OF THIS COMMENT WAS TO   STATE WHEN LOCATED OUTSIDE OF THE HIGH VELOCITY   HURRICANE ZONE WE CANNOT ENFORCE THE REQUIREMENTS OF   THE HIGH VELOCITY HURRICANE ZONE. ONLY BROWARD AND   MIAMI-DADE COUNTY ARE UNDER THE HIGH VELOCITY HURRICANE   ZONE.   THE CITY OF WEST PALM BEACH ACCEPTS BOTH PRODUCT   APPROVALS FROM THE STATE OF FLORIDA APPROVAL SYSTEM AND   THE MIAMI-DADE NOAS.           1ST ROUND OF COMMENTS. UNDER THE HEADING BUILDING   MATERIALS THE STATEMENT STATES ALL APPROVALS FOR   WINDOWS AND DOORS ARE REQUIRED TO BE APPROVED BY   MIAMI/DADE COUNTY REQUIREMENTS FOR HIGH VELOCITY   HURRICANE ZONE REQUIREMENTS. PLEASE NOTE ONLY BROWARD   AND MIAMI-DADE COUNTY ARE UNDER THE HIGH VELOCITY   HURRICANE ZONE. SEE DEFINITIONS UNDER 202.   HIGH-VELOCITY HURRICANE ZONE. THIS ZONE CONSISTS OF   BROWARD AND DADE COUNTIES.       20D) BUILDING PROVISO: PRODUCT APPROVALS LISTED BELOW   CAN BE DEFERRED SUBMITTALS WITH THE APPROVAL OF EITHER   THE DESIGNER OF RECORD OR CONTRACTOR ONCE THE WIND   DESIGN CRITERIA IS REVIEWED AND APPROVED THEN THE   SUBMITTALS CAN BE SUBMITTED AFTER PERMIT ISSUANCE.   107.3.4.2 DEFERRED SUBMITTALS.   2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT   OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)   SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT   WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS, MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,   INTAKE AND EXHAUST FANS   (E) SHUTTERS   (F) SKYLIGHTS   (G PRE-ENGINEERED A/C STANDS   FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH   ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED   AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR   TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL   61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       20E) BUILDING PROVISO, DEFERRED SUBMITTALS PRODUCT   APPROVALS & SHOP DRAWINGS.   IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH   GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,   TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,   ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING   SIZE. 107.2.1 CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       20F) 2ND REQUEST. ROOFING: FOR ALL ROOFING PRODUCTS   PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR   ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW THE   PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS   ALLOWED FOR ROOF ZONES 2 & 3. IF SO RAS 117   CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT   OR ENGINEER. PLEASE ALSO PROVIDE A SHOP DRAWING FOR THE   TAPERED ROOF INSULATION SHOWING COMPLIANCE WITH A   MINIMUM VALUE OF R-19 ( NOT AN AVERAGED VALUE).   2014 FBC-B 1603.1.4 WIND DESIGN DATA. 107.2.1.2 FOR   ROOF ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING   REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE   RATING THAT ARE REQUIRED TO BE   INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL   INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR   THE SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR   ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH   THE CONSTRUCTION DOCUMENTS.       21A) 2ND REQUEST. SHEET A1.01.THE REVISED SITE PLAN   SHOWS 72 PARKING SPACES. SHEET A2.03 THERE IS 26   SPACES, SHEET A2.04 ANOTHER 26 SPACES AND SHEET A2.05   22 SPACES OR A TOTAL OF 74 SPACES. PLEASE CORRECT THE   TOTAL COUNT. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.   21B) ON SHEET A2.05 THE PLANS SHOW A TOTAL OF 3   ACCESSIBLE PARKING SPACES. WITH THE LOCATION OF THE 2   SPACES LOCATED ON THE EXTERIOR WALL AND THE ENTRY INTO   THE ELEVATOR LOBBY ONE OF THE ACCESSIBLE PARKING SPACES   REQUIRES THE OCCUPANT TO HAVE TO TRAVEL BEHIND PARKED   CARS.   2014 FBC-ACCESS. CODE 208.3.1. PARKING SPACES COMPLYING   WITH 502 THAT SERVE A PARTICULAR BUILDING OR FACILITY   SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM   PARKING TO AN ENTRANCE COMPLYING WITH 206.4. ALL SPACES   MUST BE LOCATED ON AN ACCESSIBLE ROUTE THAT IS AT LEAST   44 INCHES (1118 MM) WIDE AND SO THAT USERS ARE NOT   COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES   EXCEPT BEHIND HIS OR HER OWN VEHICLE.       1ST ROUND OF COMMENTS. SITE PLAN A1.01 INDICATES THERE   ARE 79 PARKING SPACES WITHIN THE BUILDING. SHEET A1.15   THE 5TH FLOOR LIFE SAFETY PLAN THE 3RD PARKING LEVEL   SHOWS A TOTAL OF 4 ACCESSIBLE PARKING SPACES, OF THE 4   ACCESSIBLE PARKING SPACES, (1) SPACE NEEDS TO COMPLY   WITH THE VERTICAL ACCESSIBILITY REQUIREMENTS OF ACCESS.   CODE 502.5 VERTICAL CLEARANCES FROM THE ENTRY OF THE   1ST FLOOR, VEHICLE ELEVATORS INCOMING AND OUTGOING AND   THE VEHICLE ROUTE SERVING THEM. SEE ACCESS. CODE 502.5.   ADVISORY 502.5 VERTICAL CLEARANCE.   SIGNS PROVIDED AT ENTRANCES TO PARKING FACILITIES   INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN   ACCESSIBLE PARKING SPACES CAN PROVIDE USEFUL CUSTOMER   ASSISTANCE.       FLORIDA LAW, S.553.511, F.S., REQUIRES SIGNS BE POSTED   THAT WILL WARN HANDICAPPED-EQUIPPED VAN OPERATORS OF   HEIGHT LIMITATIONS SO THEY WILL NOT PASS BEYOND A POINT   WHERE THE VAN CANNOT BE MANEUVERED.       FLORIDA LAW ALSO PREEMPTS LOCAL GOVERNMENT HEIGHT   RESTRICTION ORDINANCES THAT WOULD PROHIBIT COMPLIANCE   WITH THE MINIMUM HEIGHT REQUIREMENTS OF THIS SECTION.   ALSO, ANY LOCAL OR STATE LAW OR REGULATION THAT   PROHIBITS A COVERED ENTITY FROM COMPLYING WITH   REQUIREMENTS OF THE ADA MAY RENDER SUCH JURISDICTION IN   VIOLATION OF THE ADA.       22) COMPLIED. VAN ACCESSIBILITY. 2014 FBC-ACCESS. 502.6   IDENTIFICATION.       23A) SHEET A1.11 GROUND FLOOR LIFE SAFETY PLAN VS.   A2.01 GROUND FLOOR PLAN. THIS COMMENT WILL HOLD TRUE   FOR ALL FLOORS, WITH THE EXCEPTION OF THE 3 PARKING   FLOORS. NEITHER OF THESE PLANS HAVE LABELED, IDENTIFIED   THE DOORS ON THE PLAN TO THE DOOR SCHEDULE FOUND ON   A8.02. OPENING PROTECTIVES CANNOT BE REVIEWED UNDER   FBC-B TABLE 716.5. EXAMPLE STAIR # 1 THERE ARE 3 DOORS   ASSOCIATED WITH THE VERTICAL STAIR ENCLOSURE FOUND ON   THE 1ST FLOOR.       23B)SEMI- COMPLIED. LIFE SAFETY SHEET A1.THE OCCUPANCY   LOAD SHOWN FOR THE 2ND FLOOR OF 569. THE CODE ANALYSIS   INDICATES THERE ARE 2 STAIRS AT 57 INCHES WHICH WILL   ACCEPT 190 OCCUPANTS NOT 206. THE 3RD STAIR IS LABELED   AS 52 INCHES WIDE. THE 600 SERIES PLANS FOR STAIRS IT   APPEARS ALL 3 STAIRS ARE 57 INCHES WIDE. 57/0.3= 190   OCCUPANTS X 3 STAIRS= 570 OCCUPANTS. AGREED THE STAIRS   APPEAR TO BE THE LIMITING FACTOR.   TO USE THE 57/0.2 FACTOR NOT ONLY DOES THE BUILDING   REQUIRE FIRE SPRINKLERS BUT COMPLIANCE WITH AN   EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEM.       23C)(1 & 2) COMPLIED.       23D-G) COMPLIED.       24A) COMPLIED.       24B) COMPLIED. SHEET A1.12 LIFE SAFETY 3 STAIRS ARE A   MINIMUM OF 57 INCHES/ 0.3= 190 OCC. X 3= 570 OCCUPANTS.       24C) COMPLIED. CONFERENCE ROOMS 2 MEANS OF EGRESS.       24D) 2ND REQUEST . SEMI-COMPLIED. SHEET FP2.02 SHOWS   THE USE OF TYCO WINDOW SPRINKLERS, IT APPEARS THAT (2)   SPRINKLERS ARE LOCATED ON THE VERTICAL MULLION. PLEASE   PROVIDE A DETAIL FOR SPRINKLER AND WASHING OF THE   GLAZING FOR THIS AREA. 404.6 EXCEPTION 1.1.       1ST REVIEW COMMENTS. THERE IS A NOTE FOR S SMOKE   PARTITION FOR THE 2 STORY ATRIUM USING THE EXCEPTION #1   REQUIRING BOTH REQUIREMENTS OF 404.6 EXCEPTION 1.1 &   1.2 BE MET. PLEASE PROVIDE DETAILS FOR THE SPACING OF   THE FIRE SPRINKLERS AND COMPLIANCE WITH 1.2 1.2. THE   GLASS WALL SHALL BE INSTALLED IN A GASKETED FRAME IN A   MANNER THAT THE FRAMING SYSTEM DEFLECTS WITHOUT   BREAKING (LOADING) THE GLASS BEFORE THE SPRINKLER   SYSTEM OPERATES.       24E) COMPLIED.       25) SHEET A1.13 THE 3RD FLOOR PARKING & SHEET A2.03,   THESE SHEETS WILL BE COMMON COMMENTS FOR THE 3RD, 4TH   AND 5TH FLOORS.       25A)(1) COMPLIED. FBC-B 3007.7.2. THE FIRE SERVICE   ACCESS ELEVATOR LOBBY . SECTION 3007.7.3.       25A)(2) NEW COMMENT, DESIGN ISSUE, NOT A CODE ISSUE.   THE ACCESSIBLE PARKING SPACES ARE FOUND ON THE 5TH   FLOOR PARKING. TO GAIN ACCESS TO ANY OF THE FLOORS A   WHEELCHAIR BOUND PERSON WILL NEED TO USE THE FIREMEN?S   ELEVATOR. IF THE BUILDING GOES INTO FIRE ALARM THE   ACTUATION OF ANY BUILDING FIRE ALARM-INITIATING DEVICE   SHALL INITIATE PHASE I EMERGENCY RECALL OPERATION ON   ALL FIRE SERVICE ACCESS ELEVATORS IN ACCORDANCE WITH   THE REQUIREMENTS IN ASME A17.1/CSA B44. THE OCCUPANT IN   THE FIREMEN?S LOBBY ELEVATOR WILL BE STRANDED WITHOUT   ANY MEANS OF COMMUNICATION!!!!   AS YOU KNOW THE 2014 ACCESSIBILITY CODE SECTION 207.1   REFERS YOU IN THE 2003 IBC TO SECTION 1007 FOR   ACCESSIBLE MEANS OF EGRESS. IN SECTION 1007.6 IS THE   SECTION FOR AREAS OF REFUGE. SECTION 1007.3 EXCEPTION 2   AREAS OF REFUGE ARE NOT REQUIRED IN BUILDINGS THAT ARE   EQUIPPED THROUGHOUT IN ACCORDANCE WITH SECTION   903.3.1.1.       25B-D) COMPLIED.       25E) SEMI-COMPLIED. A6.12 NOW DOES SHOW VERTICAL   BI-PARTING DOORS. THERE IS NO DOOR IDENTIFICATION TAG   PROVIDED, NEITHER IS THERE INFORMATION ON THIS DOOR AS   FAR AS HOURS OF RATING. THIS IS A 5 STORY SHAFT   REQUIRING 2 HR. RATING OF WALLS AND 90 MINUTE OPENING   PROTECTIVES, TABLE 716.5 OF THE 2014 FBC-B.   1ST ROUND OF COMMENTS. THIS COMMENT IS A COMMON FOR THE   3 PARKING FLOORS AND THE 1ST FLOOR. THE PLANS INDICATE   TO PROVIDE FALL PROTECTION AT THE ENTRY OF THE   AUTOMOBILE ELEVATOR. PLEASE PROVIDE COMPLIANCE WITH   2014 FBC-B 1013.2 GUARDS SHALL BE LOCATED ALONG   OPEN-SIDED, 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.       25F) COMPLIED. 1607.8.3 VEHICLE BARRIERS.       25G)SEMI-COMPLIED. DEPENDING ON THE NEW LOCATION OF   COMMENT (21D). SHEET A2.05 LIFE SAFETY PLAN INDICATES 2   ACCESSIBLE PARKING STALLS WITH COLUMNS IN THE ACCESS   AISLE. PLEASE PROVIDE THE CLEAR WIDTH FROM THE COLUMN   TO THE ACCESSIBLE PARKING STALL. FBC-ACCESSIBILITY CODE   502.3.1 WIDTH. ACCESS AISLES SERVING CAR AND VAN   PARKING SPACES SHALL BE 60 INCHES (1525 MM) WIDE   MINIMUM.       26) SHEET A1.16 6TH FLOOR LIFE SAFETY PLAN & A7.05 &   A7.06 ENLARGED FLOOR PLAN 6TH FLOOR.       26A-E) COMPLIED       26F) BUILDING PROVISO/ DEFERRED SUBMITTAL: OPEN AIR   TERRACE WATERPROOFING MATERIAL AND DETAILS. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       26G) BUILDING PROVISO/ DEFERRED SUBMITTALS: OPEN AIR   TERRACE VIVA BLADE GUARD RAIL SYSTEM. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       26H) WE NEED A LETTER ADDRESSED TO THE BUILDING   OFFICIAL ROBERT BROWN FOR REVIEW AND APPROVAL BY ROBERT   BROWN UNDER THE 2014 FLORIDA BUILDING CODE W 2014 WEST   PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,   CHAPTER 1, ADMINISTRATION SECTION 104.11 ALTERNATE   MATERIALS, DESIGN AND METHODS OF CONSTRUCTION. MR.   BROWN HAS ALREADY REVIEWED THIS CONCEPT, BUT WILL NEED   THE LETTER TO BE SUBMITTED REQUESTING THE ALTERNATE   DESIGN IN MEETING THE CODE REQUIREMENT.       ** COMMON COMMENT FOR ALL FLOORS (7-12) WHERE THE   ALLOWABLE COMMON PATH OF TRAVEL IS EXCEEDED. EXAMPLE:   ROOMS 718 & 719 FROM THE MOST REMOTE POINT IN THE SUITE   TO THE NEAREST VERTICAL EXIT IS OVER THE ALLOWABLE 75   FT. TO ACHIEVE THE ALLOWABLE 75 FT. A RATED WALL IS   INSTALLED IN THE EXIT ACCESS CORRIDOR, ON THE DOOR   SCHEDULE THIS DOOR IS NOT FIRE RATED. PLEASE PROVIDE A   CODE SECTION WHERE THIS IS ALLOWED TO BE CONSIDERED   CODE COMPLIANT. 2014 FBC-B TABLE 1014.3. DEFINITION:   COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF EXIT   ACCESS WHICH THE OCCUPANTS ARE REQUIRED TO TRAVERSE   BEFORE TWO SEPARATE AND DISTINCT PATHS OF EGRESS TRAVEL   TO TWO EXITS ARE AVAILABLE. PATHS THAT MERGE ARE COMMON   PATHS OF TRAVEL. COMMON PATHS OF EGRESS TRAVEL SHALL BE   INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE.       27) WE NEED A LETTER ADDRESSED TO THE BUILDING OFFICIAL   ROBERT BROWN FOR REVIEW AND APPROVAL BY ROBERT BROWN   UNDER THE 2014 FLORIDA BUILDING CODE W 2014 WEST PALM   BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER   1, ADMINISTRATION SECTION 104.11 ALTERNATE MATERIALS,   DESIGN AND METHODS OF CONSTRUCTION. MR. BROWN HAS   ALREADY REVIEWED THIS CONCEPT, BUT WILL NEED THE LETTER   TO BE SUBMITTED REQUESTING THE ALTERNATE DESIGN IN   MEETING THE CODE REQUIREMENT.       MR. BROWN HAS LOOKED AT THE ADDITIONAL COST INVOLVED IN   THE 2 HR. RATING OF THE WHOLE CORRIDOR AND 1 1/2 HOUR   RATING OF ALL DOORS WITHIN THE CORRIDOR.       MR. BROWNS SUGGESTION IS TO CREATE A 2 HOUR VESTIBULE   IN FRONT OF STAIRWELL NUMBER ONE. LEAVE THE 1 ? HOUR   DOOR FOR THE STAIRWELL AND EXTEND THE 2 HOUR FIRE   RATING TO JUST WEST OF THE ROOMS 715 & 722, A PAIR OF   DOORS, SWING THE DOORS IN THE EGRESS TRAVEL AND HAVE   THE DOORS ON HOLD OPENS. TO THE WEST OF THE STAIRWELL 1   DOOR OPENING HAVE A SECOND PAIR OF DOORS ON HOLD OPENS   IN LINE WITH UNITS 713 & 714, ON THE OPPOSITE WALL IT   APPEARS A FIRE EXTINGUISHER CABINET WOULD HAVE TO BE   RELOCATED. THIS DESIGN WOULD HOLD TRUE FOR THE FLOORS   7-12. FLOOR 6 WE MEET THE TRAVEL DISTANCE SINCE THE   STAIRWELL # 1 WAS EXTENDED WITH THE 2ND REQUIRED DOOR   OPENING.       SHEET A1.18 & A7.09 & A7.10. THE 8TH, 10TH & 12TH   FLOORS. THIS COMMENT FOR THE ROOMS 818,819,1018,   1019,1218 & 1219 ALL EXCEED THE ALLOWABLE 75 FT.   ALLOWABLE COMMON PATH OF TRAVEL OF 75 FT. 2014 FBC-B   TABLE 1014.3       28) COMPLIED.       29) SHEET A2.09 & A7.41 13TH FLOOR ROOFTOP GARDEN:   29A-D) COMPLIED.       29E) 2ND REQUEST. THE INTERIOR LOBBY/ DINING AREA SHOWS   36 INDOOR SEATS AT TABLES NOT 26. 36X0.05= 1.8 OR (2)   SEATS, COMPLIED.   THE AREA OF NON-COMPLIANCE IS THE OUTDOOR LOUNGE AREA   SHOWS TABLES AND 20 CHAIRS REQUIRING AT LEAST (1)   ACCESSIBLE SEAT. 20X0.05= 1   1ST ROUND OF COMMENTS. THE AREAS ROOF LOUNGE AND LOBBY,   1313 & 1314 MAY NEED TO COMPLY WITH ACCESS. CODE 902.3   IF THERE ARE TABLES PRESENT. THIS PLAN DOES NOT SHOW A   SEATING ARRANGEMENT IN THE ROOF LOUNGE 1314.       29F) 2ND REQUEST. STAIRWELL # 1 SHOWS A ROOF TOP HATCH   FOR ACCESS TO THE UPPER ROOF WITH MECHANICAL EQUIPMENT   ON THE ROOF TOP. PLEASE PROVIDE THE CLEAR OPENING FOR   THE ROOF TOP ROOF HATCH AND COMPLIANCE WITH 2014 FBC-B   SECTION 1009.16.1 EXCEPTION. IN BUILDINGS WITHOUT AN   OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO   BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE   FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET .       1ST ROUND COMMENTS. STAIRWELL # 1 SHOWS A LADDER TO   GAIN ACCESS TO THE ROOF TOP EQUIPMENT. 2014 FBC-B   SECTION 1022.4 OPENINGS. INTERIOR EXIT STAIRWAY AND   RAMP OPENING PROTECTIVES SHALL BE IN ACCORDANCE WITH   THE REQUIREMENTS OF SECTION 716. OPENINGS IN INTERIOR   EXIT STAIRWAYS AND RAMPS OTHER THAN UNPROTECTED   EXTERIOR OPENINGS SHALL BE LIMITED TO THOSE NECESSARY   FOR EXIT ACCESS TO THE ENCLOSURE FROM NORMALLY OCCUPIED   SPACES AND FOR EGRESS FROM THE ENCLOSURE.       30) POOL AND JACUZZI ARE NOT PART OF THIS PERMIT, WILL   REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.       31) BUILDING PROVISO. FENCING AND GATES AROUND THE POOL   WILL REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED   FEES.       32) COMPLIED.       33-34) COMPLIED.       35) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEETS A6.02   & A6.03 STAIR GUARDRAIL/ HANDRAILS . ADMINISTRATION   107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE   REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       36) SHEET A4.01 SHOWS A NORTH ELEVATION WITH A NOTE FOR   CONCRETE CANOPY WITH WOOD COMPOSITE UNDERNEATH FINISH.   THE STRUCTURAL SHEET S5.21 DETAIL PROVIDES STRUCTURAL   DETAILS AS TO THE THICKNESS OF THIS CANOPY, AND THE   PLACEMENT OF REINFORCEMENT. THERE ARE 2 AREAS OF   CONCERN:       36A) 2ND REQUEST. SHEET A4.01 THERE IS A NOTE   INDICATING THE MATERIAL ON THE UNDERSIDE OF THE CANOPY   IS A CLADDING PANEL COMPOSITE. PLEASE PROVIDE THE   LITERATURE ON THIS PRODUCT, IF THE PRODUCT DOES NOT   MEET THE DEFINITION OF COMPOSITE THEN CHANGE THE   TERMINOLOGY, BUT PRODUCT INFORMATION IS STILL GOING TO   BE REQUIRED. PLEASE PROVIDE THE PRODUCT APPROVAL   MIAMI-DADE NOA 15-0211.05 FOR REVIEW FOR WIND PRESSURES   AS WELL AS FOR FLAME SPREAD AND SMOKE DEVELOPMENT.   1ST ROUND OF COMMENTS. THE NOTE FOUND ON A4.01   INDICATES THE UNDERNEATH SIDE OF THE CANOPY IS TO BE   FINISHED WITH A WOOD COMPOSITE MATERIAL. WE FIND THIS   SAME NOTE AT AROUND THE 155 FT. & 173.5 FT. ELEVATION.   PLEASE PROVIDE PRODUCT LITERATURE ON THIS PRODUCT TO   SEE HOW THIS MATERIAL WAS TESTED, TO WHAT STANDARD?   DOES IT MEET THE DEFINITION OF A COMPOSITE MATERIAL.       DEFINITION OF COMPOSITE MATERIAL: 703.5.2 COMPOSITE   MATERIALS. MATERIALS HAVING A STRUCTURAL BASE OF   NONCOMBUSTIBLE MATERIAL AS DETERMINED IN ACCORDANCE   WITH SECTION 703.5.1 WITH A SURFACING NOT MORE THAN   0.125 INCH (3.18 MM) THICK THAT HAS A FLAME SPREAD   INDEX NOT GREATER THAN 50 WHEN TESTED IN ACCORDANCE   WITH ASTM E 84 OR UL 723 SHALL BE ACCEPTABLE AS   NONCOMBUSTIBLE MATERIALS.       2014 FBC-B 1406.2.1 TYPE I, II, III AND IV   CONSTRUCTION. ON BUILDINGS OF TYPE I, II, III AND IV   CONSTRUCTION, EXTERIOR WALL COVERINGS SHALL BE   PERMITTED TO BE CONSTRUCTED OF COMBUSTIBLE MATERIALS,   COMPLYING WITH THE FOLLOWING LIMITATIONS:   1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED   10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE   FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS.   2. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED   TO 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE.   3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF   FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION   2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED   IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE   IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP   TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE   REGARDLESS OF THE FIRE SEPARATION DISTANCE.   4. WOOD VENEERS SHALL COMPLY WITH SECTION 1405.5.   1406.2.1.1.2 FIRE SEPARATION GREATER THAN 5 FEET. FOR   FIRE SEPARATION DISTANCES GREATER THAN 5 FEET (1524   MM), ANY EXTERIOR WALL COVERING SHALL BE PERMITTED THAT   HAS BEEN EXPOSED TO A REDUCED LEVEL OF INCIDENT RADIANT   HEAT FLUX IN ACCORDANCE WITH THE NFPA 268 TEST METHOD   WITHOUT EXHIBITING SUSTAINED FLAMING. THE MINIMUM FIRE   SEPARATION DISTANCE REQUIRED FOR THE EXTERIOR WALL   COVERING SHALL BE DETERMINED FROM TABLE 1406.2.1.1.2   BASED ON THE MAXIMUM TOLERABLE LEVEL OF INCIDENT   RADIANT HEAT FLUX THAT DOES NOT CAUSE SUSTAINED FLAMING   OF THE EXTERIOR WALL COVERING.       36B) 2ND REQUEST. THE RESPONSE INDICATES A NEW SHEET   A5.15 EYEBROW DETAILS 1-6 ALL SHOW THE RESYSTA CP 140   COMPOSITE CLADDING PANEL AND ATTACHMENT OF THE PANELS   PER THE NOA, BUT NO INFORMATION IS PROVIDED AS TO THE   MECHANICAL ATTACHMENT OF THE 1 X 3 TO THE CONCRETE   EYEBROW.   1ST ROUND OF COMMENTS. THE WOOD COMPOSITE MATERIAL,   PLEASE PROVIDE HOW THIS MATERIAL WILL BE ATTACHED TO   THE SUB-STRUCTURE, ADHERED, PINNED? 107.2.1.3   ADDITIONAL INFORMATION REQUIRED.       36C) PROVISO: POLYMER MODIFIED CEMENT WATER PROOFING TO   THE TOP OF THE CONCRETE EYEBROW. SUBMIT PRODUCT   APPROVAL. TO BE REVIEWED BY THE DESIGNER OF RECORD   BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT.       37) BUILDING PROVISO/ DEFERRED SUBMITTAL. SHEET A4.01   THE NORTH WALL ELEVATION ON THE GARAGE LEVELS 3-5 THE   PLANS SHOW PERFORATED ALUMINUM PANEL SYSTEM. PLEASE   PROVIDE PRODUCT LITERATURE, AND ENGINEERING ANALYSIS OF   THE SYSTEM, WITH THE WIND DESIGN CRITERIA AND ANCHORING   SYSTEMS REVIEWED BY THE ENGINEER OF RECORD. FL   61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD   THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF   RECORD FOR REVIEW. 2014 FBC-B 1503.1 ROOF DECKS SHALL   BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE   BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISIONS   OF THIS CHAPTER. ROOF COVERINGS SHALL BE DESIGNED AND   INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED   MANUFACTURERS INSTRUCTIONS SUCH THAT THE ROOF COVERING   SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE.           38A) COMPLIED. FIRE COMMAND CENTER LAYOUT. FBC-B   911.1.4.       38B) SEMI-COMPLIED) 911.1.5 REQUIRED FEATURES.   THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND   SHALL CONTAIN THE FOLLOWING FEATURES:       1.-5) SHEET E4.02   6. 2ND REQUEST, SEMI-COMPLIED. PLEASE REVIEW THE   MECHANICAL PLANS REVIEW COMMENT # 3, 2ND REVIEW.   THE FIREFIGHTERS CONTROL PANEL REQUIRED BY SECTION   909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN THE   BUILDING.       7-12). SHEET E4.02.       13) BUILDING PROVISO/ DEFERRED SUBMITTALS. (13.1-13.7)   AN APPROVED BUILDING INFORMATION CARD THAT CONTAINS,   BUT IS NOT LIMITED TO, THE FOLLOWING INFORMATION:       13.1. GENERAL BUILDING INFORMATION THAT INCLUDES:   PROPERTY NAME, ADDRESS, THE NUMBER OF FLOORS IN THE   BUILDING (ABOVE AND BELOW GRADE), USE AND OCCUPANCY   CLASSIFICATION (FOR MIXED USES, IDENTIFY THE DIFFERENT   TYPES OF OCCUPANCIES ON EACH FLOOR), ESTIMATED BUILDING   POPULATION (I.E., DAY, NIGHT, WEEKEND);       13.2. BUILDING EMERGENCY CONTACT INFORMATION THAT   INCLUDES: A LIST OF THE BUILDING?S EMERGENCY CONTACTS   (E.G., BUILDING MANAGER, BUILDING ENGINEER, ETC.) AND   THEIR RESPECTIVE WORK PHONE NUMBER, CELL PHONE NUMBER,   EMAIL ADDRESS;       13.3. BUILDING CONSTRUCTION INFORMATION THAT INCLUDES:   THE TYPE OF BUILDING CONSTRUCTION (E.G., FLOORS, WALLS,   COLUMNS, AND ROOF ASSEMBLY);       13.4. EXIT STAIR INFORMATION THAT INCLUDES: NUMBER OF   EXIT STAIRS IN BUILDING, EACH EXIT STAIR DESIGNATION   AND FLOORS SERVED, LOCATION WHERE EACH EXIT STAIR   DISCHARGES, EXIT STAIRS THAT ARE PRESSURIZED, EXIT   STAIRS PROVIDED WITH EMERGENCY LIGHTING, EACH EXIT   STAIR THAT ALLOWS REENTRY, EXIT STAIRS PROVIDING ROOF   ACCESS; ELEVATOR INFORMATION THAT INCLUDES: NUMBER OF   ELEVATOR BANKS, ELEVATOR BANK DESIGNATION, ELEVATOR CAR   NUMBERS AND RESPECTIVE FLOORS THAT THEY SERVE, LOCATION   OF ELEVATOR MACHINE ROOMS, LOCATION OF SKY LOBBY,   LOCATION OF FREIGHT ELEVATOR BANKS;       13.5. BUILDING SERVICES AND SYSTEM INFORMATION THAT   INCLUDES: LOCATION OF MECHANICAL ROOMS, LOCATION OF   BUILDING MANAGEMENT SYSTEM, LOCATION AND CAPACITY OF   ALL FUEL OIL TANKS, LOCATION OF EMERGENCY GENERATOR,   LOCATION OF NATURAL GAS SERVICE;       13.6. FIRE PROTECTION SYSTEM INFORMATION THAT INCLUDES:   LOCATIONS OF STANDPIPES, LOCATION OF FIRE PUMP ROOM,   LOCATION OF FIRE DEPARTMENT CONNECTIONS, FLOORS   PROTECTED BY AUTOMATIC SPRINKLERS, LOCATION OF   DIFFERENT TYPES OF SPRINKLER SYSTEMS INSTALLED (E.G.,   DRY, WET, PRE-ACTION, ETC.); AND       13.7 HAZARDOUS MATERIAL INFORMATION THAT INCLUDES:   LOCATION OF HAZARDOUS MATERIAL, QUANTITY OF HAZARDOUS   MATERIAL.       14. WORK TABLE.       15. GENERATOR SUPERVISION DEVICES, MANUAL START AND   TRANSFER FEATURES.       16. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED   BY OTHER SECTIONS OF THIS CODE.       17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME   A17.1.       18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR   SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS   PROVIDED.       39) COMPLIED. 2014 FBC-B 403.5.3 STAIRWAY DOOR   OPERATION.       40) SEMI ?COMPLIED. PLEASE REVIEW THE MECHANICAL PLANS   REVIEW COMMENT # 3, 2ND REVIEW. 2014 FBC-B 403.4.7   SMOKE REMOVAL./ 909.4 ANALYSIS. A RATIONAL ANALYSIS   SUPPORTING THE TYPES OF SMOKE CONTROL SYSTEMS TO BE   EMPLOYED, THEIR METHODS OF OPERATION, THE SYSTEMS   SUPPORTING THEM AND THE METHODS OF CONSTRUCTION TO BE   UTILIZED SHALL ACCOMPANY THE SUBMITTED CONSTRUCTION   DOCUMENTS AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE   ITEMS INDICATED IN SECTIONS 909.4.1 THROUGH 909.4.6.       41) COMPLIED. FBC-B 403.5.5 LUMINOUS EGRESS PATH   MARKINGS..       42) 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.       43) COMPLIED, THANK YOU. FOR THE RESUBMISSION OF PLANS,   PLEASE BREAK THE PLAN SETS DOWN TO SMALLER MANAGEABLE   ROLLS. BUILDING AND ID DRAWINGS TOGETHER, STRUCTURAL BY   ITSELF AND MEP TOGETHER.       WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &   REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS   NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2016-07-18 Cont ID   Sent By jwitmer Date 2016-07-18 Time 06:28 Rev Time   Received By jwitmer Date 2016-07-14 Time 06:00 Sent To   Notes 2016-07-18 06:27:44 BUILDING PLAN REVIEW   W. P. B. PERMIT: 16061443   ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON   CONT: TBD/ TO BE DETERMINED   TEL: 561-718-5987 / MARGARET LEON   E-MAIL: MLEONDADLP.COM       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: THURS. JULY 14/2016 - MON. JULY 18/2016   ACTION: DENIED       1) DISCREPANCY IN PLANS AND THE PERMIT APPLICATION. THE   AMOUNT OF STORIES IN THIS PROJECT? THE PERMIT   APPLICATION INDICATES THIS IS A 17 STORY HOTEL . SEE   SHEET A0.01. INDICATES UNDER THE BUILDING DESCRIPTION   THIS A 6 STORY MID-RISE. WHEN YOU REVIEW THE SHEET   INDEX, THERE ARE 13 STORIES INCLUDING THE HABITABLE   POOL, POOL DECK AND A2 DELI/ RESTAURANT AREAS.       2) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH   ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES   TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH   THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/2014,   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   TEL: 822-1515   E-MAIL: [email protected]   WEBSITE: WPB.ORG/AIPP/           3) THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR   THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.   WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING   PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE   QUALIFIER AND OWNER AND BRINGS IN THE LISTED   SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE   QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND   LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE   FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN   LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR   EACH PERMIT.       ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST   HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC   FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS &   FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL   TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED   SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE ,   IRRIGATION, TEST PILE, AUGER CAST PILE AND OR   FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE   REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.   PLEASE LIST AND SUBTRACT THESE LINE ITEMS AND THEIR   VALUE FROM THE OVERALL BUILDING VALUE OF   $33,000,000.00. THE REMAINING BALANCE WILL BE   AFFECTIVELY THE VALUE OF THE BUILDING YOU WILL BE   PAYING FOR THIS PERMIT. THE BUILDING DOES NOT WANT TO   COLLECT TWICE FOR THE VALUE OF THESE SUB-PERMITS NOT   COVERED UNDER THE PRIME OR MASTER PERMIT.       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 108.3 BUILDING PERMIT VALUATION.       4) PLEASE SHOW ENERGY CODE COMPLIANCE, MISSING   DOCUMENTATION. SHOW COMPLIANCE BY THE 2014 FBC-ENERGY   CODE C401.2 APPLICATION.   COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE   FOLLOWING:   1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.   2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND   C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY   WITH EITHER SECTION C406.2, C406.3 OR C406.4.   3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,   C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE   BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85   PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.       5) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   THRESHOLD BUILDING / FL S. S. 553.71(7) ?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.       5A) 109.3.6.1 THRESHOLD INSPECTION PLAN. 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.   SHEET S1.02 IS LABELED STRUCTURAL INSPECTION PLAN THIS   SHEET MAY NEED TO BE RENAMED TO THRESHOLD INSPECTION   PLAN TO MEET THE COMMENT 3A.       5B) 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.       5C) COMPLIED FOUND ON ARCHITECTURAL AND STRUCTURAL   SHEETS. THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.   AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH   ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT   OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE   BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE   PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE   FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       5D) 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.       5E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR   HISTORY FOR THIS TYPE OF CONSTRUCTION. THRESHOLD   INSPECTION FORMS , GUIDELINES AND POLICIES FOR PROJECTS   WERE E-MAILED TO:   [email protected], PLEASE NOTE THIS E-MAIL ADDRESS CAME   BACK UNDELIVERABLE. 07/14/2016 11:35 AM.   [email protected]       5F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,   PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING   ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE   APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR   PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN   COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR   THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE   IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       5G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,   PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT   AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING   INSTALLATION SHALL BE SUPERVISED, INSPECTED AND   CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING   DOCUMENTS BY THE CONTRACTOR.   5H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED   TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL   BUILDING INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6   MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.       5I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES   FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER   HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE   MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR   WALLS AND CEILINGS.       6) SHEET C-01 INDICATES THE PROPOSED SITE IS MADE UP OF   4 LOTS. UNDER THE 2014 FBC-B TABLE 602, BUILDINGS   CANNOT BE BUILT OVER PROPERTY LINES. EITHER A REPLAT OF   THE 4 LOTS WILL NEED TO OCCUR OR A UNITY OF TITLE.   UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE   TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS   WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'   SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A   COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT   FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED   NOT APPLICABLE. SEE WEBSITE FOR APPLICATION:   HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP   "APPLICATION FOR UNITY OF TITLE"   HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45   -38-UNITYOFTITLE3.PDF   VINCENT J NOEL   SURVEYOR/REAL ESTATE SUPERVISOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33401   PHONE: 494-1040 EXT: 1096   FAX: 494-1116   E-MAIL: [email protected]   *********************************************   MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       7) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE   PROVIDE COMPLIANCE WITH: 2014 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.       8) 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY SHALL BE   PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY   CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE   GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK TO BE   FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH   TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE   SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.   WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING   SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE   WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL   IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD   BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE   WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED?       9) 2014 FBC-B 3306.7 COVERED WALKWAYS. COVERED WALKWAYS   SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438   MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY   OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL   TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT   ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE   LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE.       10) 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.       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 109.3.10 IMPACT OF CONSTRUCTION. 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) PLEASE PROVIDE DETAILS SHOWING HOW COMPLIANCE WITH   2014 FBC-B 3306.9 ADJACENT TO EXCAVATIONS.   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) IN HEIGHT. WHERE   LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT   LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE   BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE   STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN   CHAPTER 16.       11A) PLEASE PROVIDE DETAILS SHOWING COMPLIANCE WITH   2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC   AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE   DURING CONSTRUCTION AND DEMOLITION WORK. PROTECTION   SHALL BE PROVIDED FOR FOOTINGS, FOUNDATIONS, PARTY   WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. WITH THE   EXCAVATION AND AUGER CAST PILE HOW WILL THE BUILDING TO   THE SOUTH BE PROTECTED FROM SETTLEMENT?       11B) 2014 FBC-B 3307.1 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.       12) WHEN EXCAVATING WILL THE EXCESS SOILS BE STORED ON   SITE? 2014 FBC-B 3304.1.2 SURCHARGE. NO FILL OR OTHER   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.       13) PLEASE DOCUMENT COMPLIANCE WITH: 2014 FBC-B 3313.1   WHERE REQUIRED. AN APPROVED WATER SUPPLY FOR FIRE   PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE   MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES   ON THE SITE. PLEASE PROVIDE WHERE THIS CONNECTION WILL   BE MADE.       14) NOTICE: 2014 FBC-B [F] 3311.1 WHERE REQUIRED. IN   BUILDINGS REQUIRED TO HAVE STANDPIPES BY SECTION   905.3.1, NOT LESS 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.   15A) 2014 FBC-B [F] 3309.1 WHERE REQUIRED. ALL   STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH   NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER   IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS   THAN ORDINARY HAZARD AS FOLLOWS:   1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE   COMBUSTIBLE MATERIALS HAVE ACCUMULATED.   2. IN EVERY STORAGE AND CONSTRUCTION SHED.   3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE   PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE   STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.       15B) 2014 FBC-B 3309.2 FIRE HAZARDS. THE PROVISIONS OF   THIS CODE AND THE FLORIDA FIRE PREVENTION CODE SHALL BE   STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS   ATTENDANT UPON CONSTRUCTION OPERATIONS.       16) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 109.3.10.1 HURRICANE PROTECTION. IT   SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION   RELATED MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE   OR OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24   HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE   HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH   CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE   EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN   SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH   CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING   DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY   PERSONS WHO FAILS TO COMPLY TO COMPLY TO REMOVE OR   SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS   WITHIN 24 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED   SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN   ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO   VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE   PURSUANT TO SECTION 113 OF THIS CHAPTER.   17) STRUCTURAL SHEET S1.01 UNDER THE HEADING OF AUGER   CAST PILE INDICATES THERE WAS A GEOTECHNICAL STUDY   COMPLETED BY LANGAN ENGINEERING & ENVIRONMENTAL   SERVICES MAY 21/ 2015 REPORT # 300176801. PLEASE   PROVIDE 3 SIGNED AND SEALED ORIGINAL REPORTS. 2014   FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE   CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL   IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO   THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING   OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A   GEOTECHNICAL INVESTIGATION BE CONDUCTED.   18) SUBMIT PLANS FOR TEST PILE UNDER A SEPARATE PERMIT.   COMPLIANCE WITH 2014 WEST PALM BEACH AMENDMENTS TO THE   FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION   SECTION 117 TESTS. THE BUILDING OFFICIAL MAY REQUIRE   TESTS OR TEST REPORTS AS PROOF OF COMPLIANCE. REQUIRED   TESTS ARE TO BE MADE AT THE EXPENSE OF THE OWNER, OR   AGENT, BY AN APPROVED TESTING LABORATORY OR OTHER   APPROVED AGENCY, PLEASE PROVIDE WHAT AGENCY WILL BE   MONITORING OF THE TEST AND PRODUCTION PILE?   19) WITH NO SOILS REPORT SUBMITTED PLEASE PROVIDE   COMPLIANCE WITH 2014 FBC-B 1803.5.4 GROUND-WATER TABLE.   A SUBSURFACE SOIL INVESTIGATION SHALL BE PERFORMED TO   DETERMINE WHETHER THE EXISTING GROUND-WATER TABLE IS   ABOVE OR WITHIN 5 FEET (1524 MM) BELOW THE ELEVATION OF   THE LOWEST FLOOR LEVEL WHERE SUCH FLOOR IS LOCATED   BELOW THE FINISHED GROUND LEVEL ADJACENT TO THE   FOUNDATION. WILL A DEWATERING PLAN BE NECESSARY FOR   THIS LOCATION?   20) SHEET A0.01;   20A) FIRE RESISTANCE RATINGS PER TABLE 601, THE   DESIGNER OF RECORD DECIARES A REDUCTION IN HOUR RATING   OF FIRE RATING PER FBC-B 403.2.1.1 FOR EXTERIOR BEARING   WALLS, INTERIOR BEARING WALLS & THE PRIMARY STRUCTURAL   FRAME. THE MATRIX DOES NOT SHOW A SEPARATE LINE ITEM   FOR COLUMNS, UNDER SECTION   B-403.2.1.1 THE EXCEPTION DOES NOT ALLOW THE REDUCTION   OF COLUMNS SUPPORTING FLOORS. THE ONLY REDUCTION THAT   CAN BE TAKEN WOULD BE UNDER FOOTNOTE ?A?.       20B) THE BUILDING INSULATION VALUES MAY VERY FROM WHAT   IS LISTED SINCE THE ENERGY CALCULATIONS WERE NOT   PROVIDED NOR THE METHOD OF COMPLIANCE UNDER THE ENERGY   CODE IS A UNKNOWN. 2014 FBC-ENERGY CODE C401.2   APPLICATION.       20C) UNDER THE HEADING BUILDING MATERIALS THE STATEMENT   STATES ALL APPROVALS FOR WINDOWS AND DOORS ARE REQUIRED   TO BE APPROVED BY MIAMI/DADE COUNTY REQUIREMENTS FOR   HIGH VELOCITY HURRICANE ZONE REQUIREMENTS. PLEASE NOTE   ONLY BROWARD AND MIAMI-DADE COUNTY ARE UNDER THE HIGH   VELOCITY HURRICANE ZONE. SEE DEFINITIONS UNDER 202.   HIGH-VELOCITY HURRICANE ZONE. THIS ZONE CONSISTS OF   BROWARD AND DADE COUNTIES.       20D) HEADING SUBMITTALS. PRODUCT APPROVALS LISTED BELOW   CAN BE DEFERRED SUBMITTALS WITH THE APPROVAL OF EITHER   THE DESIGNER OF RECORD OR CONTRACTOR ONCE THE WIND   DESIGN CRITERIA IS REVIEWED AND APPROVED THEN THE   SUBMITTALS CAN BE SUBMITTED AFTER PERMIT ISSUANCE.       107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS   SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE   PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE   TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO   THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.   DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR   APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED   DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST   THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS   FOR REVIEW BY THE BUILDING OFFICIAL.       DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE   SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD   THEM TO THE BUILDING OFFICIAL WITH A NOTATION   INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE   BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO   THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL   ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED   SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING   OFFICIAL.       2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT   OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)   SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT   WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS, MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,   INTAKE AND EXHAUST FANS   (E) SHUTTERS   (F) SKYLIGHTS   (G PRE-ENGINEERED A/C STANDS       20E) IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH   GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,   TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,   ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING   SIZE. 107.2.1 CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       20F) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF   ZONES 2 & 3. IF SO RAS 117 CALCULATIONS ARE REQUIRED BY   EITHER A FLORIDA ARCHITECT OR ENGINEER.   2014 FBC-B 1603.1.4 WIND DESIGN DATA. 107.2.1.2 FOR   ROOF ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING   REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE   RATING THAT ARE REQUIRED TO BE   INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL   INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR   THE SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR   ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH   THE CONSTRUCTION DOCUMENTS.       21) SITE PLAN A1.01 INDICATES THERE ARE 79 PARKING   SPACES WITHIN THE BUILDING. SHEET A1.15 THE 5TH FLOOR   LIFE SAFETY PLAN THE 3RD PARKING LEVEL SHOWS A TOTAL OF   4 ACCESSIBLE PARKING SPACES, OF THE 4 ACCESSIBLE   PARKING SPACES, (1) SPACE NEEDS TO COMPLY WITH THE   VERTICAL ACCESSIBILITY REQUIREMENTS OF ACCESS. CODE   502.5 VERTICAL CLEARANCES FROM THE ENTRY OF THE 1ST   FLOOR, VEHICLE ELEVATORS INCOMING AND OUTGOING AND THE   VEHICLE ROUTE SERVING THEM. SEE ACCESS. CODE 502.5.   ADVISORY 502.5 VERTICAL CLEARANCE.   SIGNS PROVIDED AT ENTRANCES TO PARKING FACILITIES   INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN   ACCESSIBLE PARKING SPACES CAN PROVIDE USEFUL CUSTOMER   ASSISTANCE.       FLORIDA LAW, S.553.511, F.S., REQUIRES SIGNS BE POSTED   THAT WILL WARN HANDICAPPED-EQUIPPED VAN OPERATORS OF   HEIGHT LIMITATIONS SO THEY WILL NOT PASS BEYOND A POINT   WHERE THE VAN CANNOT BE MANEUVERED.       FLORIDA LAW ALSO PREEMPTS LOCAL GOVERNMENT HEIGHT   RESTRICTION ORDINANCES THAT WOULD PROHIBIT COMPLIANCE   WITH THE MINIMUM HEIGHT REQUIREMENTS OF THIS SECTION.   ALSO, ANY LOCAL OR STATE LAW OR REGULATION THAT   PROHIBITS A COVERED ENTITY FROM COMPLYING WITH   REQUIREMENTS OF THE ADA MAY RENDER SUCH JURISDICTION IN   VIOLATION OF THE ADA.       22) 2014 FBC-ACCESS. CODE ADVISORY 502.6   IDENTIFICATION. THE REQUIRED ?VAN ACCESSIBLE?   DESIGNATION IS INTENDED TO BE INFORMATIVE, NOT   RESTRICTIVE, IN IDENTIFYING THOSE SPACES THAT ARE   BETTER SUITED FOR VAN USE. ENFORCEMENT OF MOTOR VEHICLE   LAWS, INCLUDING PARKING PRIVILEGES, IS A LOCAL MATTER.   PARKING SPACE AND ACCESS AISLE CONFIGURATIONS REQUIRED   FOR ALL ACCESSIBLE PARKING BY FLORIDA LAW, S.553.5041,   F.S., MEET THE VAN ACCESSIBLE SPACE REQUIREMENTS OF THE   ADA STANDARDS FOR ACCESSIBLE DESIGN. THEREFORE, NO   ACCESSIBLE SPACE IS MORE SUITABLE THAN ANY OTHER   ACCESSIBLE SPACE FOR ?VAN ACCESSIBLE? PARKING. FLORIDA   LAW ONLY REQUIRES ?VAN ACCESSIBLE? PARKING SIGNS IN   PARKING STRUCTURES WHERE VAN PARKING MAY BE LIMITED TO   THE FIRST LEVEL ACCESSIBLE SPACES. FLORIDA ACCESSIBLE   PARKING SIGNS MUST INCLUDE INDICATION OF THE PENALTY   FOR ILLEGAL PARKING IN ADDITION TO THE ACCESSIBLE   PARKING SYMBOL REQUIRED BY THE ADA STANDARDS FOR   ACCESSIBLE DESIGN.   23A) SHEET A1.11 GROUND FLOOR LIFE SAFETY PLAN VS.   A2.01 GROUND FLOOR PLAN. THIS COMMENT WILL HOLD TRUE   FOR ALL FLOORS, WITH THE EXCEPTION OF THE 3 PARKING   FLOORS. NEITHER OF THESE PLANS HAVE LABELED, IDENTIFIED   THE DOORS ON THE PLAN TO THE DOOR SCHEDULE FOUND ON   A8.02. OPENING PROTECTIVES CANNOT BE REVIEWED UNDER   FBC-B TABLE 716.5. EXAMPLE STAIR # 1 THERE ARE 3 DOORS   ASSOCIATED WITH THE VERTICAL STAIR ENCLOSURE FOUND ON   THE 1ST FLOOR.   23B) PLEASE NOTE THE LIFE SAFETY SHEET A1.12 & A2.02   THE OCCUPANT LOAD GIVEN FOR THIS FLOOR IS 581/ 3 EXIT   STAIRWELLS IS 194 OCCUPANTS THROUGH THE 3 VERTICAL EXIT   DOORWAYS. PLEASE NOTE THE LIFE SAFETY PLAN INDICATES   CLEAR WIDTH FOR ALL 3 DOORS IS 34 INCHES WHICH CAN ONLY   TAKE 170 OCCUPANTS AT EACH DOORWAY. THE TYPICAL EGRESS   CAPACITY LEGEND FOUND ON THE SAME PAGE USES THE MEANS   OF EGRESS CAPACITY FACTOR OF 0.2 INCHES PER OCCUPANT   OVER THE ALLOWABLE 170 OCCUPANTS THROUGH A CLEAR   OPENING OF 34 INCHES FOR ALL EGRESS DOORS ON THE 2   AFFECTED FLOORS 1ST AND 2ND FLOOR.   PLEASE ALSO REVIEW THE EXCEPTION TO FBC-B 1005.3.2 THAT   REDUCES THE MEANS OF EGRESS LOAD FACTOR FOR DOORS TO   0.15 INCH (3.8 MM) PER OCCUPANT IN BUILDINGS EQUIPPED   THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED   IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND   AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN   ACCORDANCE WITH SECTION 907.5.2.2.   23C) ON THE 1ST FLOOR THE WORST CASE SCENARIO OF 194   OCCUPANTS IS NOT FOUND AS THE OCCUPANT LOAD FOR THE   WORST CASE SCENARIO EXITS THE BUILDING. FBC-B 1005.3.2.   23B) THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS. A2.01   GROUND FLOOR PLAN. COMMON COMMENT FOR ALL FLOORS.   NEITHER OF THESE SHEETS SHOW WALL IDENTIFICATION TAGS   THAT CORRELATE TO THE WALL RATING FOUND ON SHEET A9.01,   EXCEPTION THE 3 PARKING FLOORS. 107.3.5.1.1 MINIMUM   PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS. WALL   RATINGS. EXTERIOR WALLS SECTION 705, FIRE BARRIERS 707,   FIRE PARTITIONS 708, SMOKE BARRIERS, SHAFTS 713.   23C)(1) THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS.   A2.01 GROUND FLOOR PLAN. PLEASE NOTE THE VERTICAL EXIT   DOES NOT END AT THE EXTERIOR OF THE BUILDING. THE PLANS   SHOW A CONTINUATION OF THIS EXIT LABELED CORRIDOR # 109   WITH A 3 HOUR FIRE RATED WALL ON ONE SIDE AND A 2 HOUR   FIRE RATED WALL ON THE OTHER. PLEASE NOTE THIS   EXTENSION OF THE VERTICAL EXIT NEEDS TO BE DEFINED AND   BUILT AS A 2 HOUR EXIT PASSAGE WAY. 1022.10.1   TERMINATION AND EXTENSION. A SMOKEPROOF ENCLOSURE OR   PRESSURIZED STAIRWAY SHALL TERMINATE AT AN EXIT   DISCHARGE OR A PUBLIC WAY.   23C)(2) THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS.   A2.01 GROUND FLOOR PLAN. THE EXTERIOR DOOR TO CORRIDOR   # 120 LIST THE CLEAR OPENING AS 68 INCHES AND THE   MAXIMUM OCCUPANCY THROUGH THIS DOOR AT 340 OCCUPANTS.   THE DOOR APPEARS TO BE A 3 FOOT WIDE DOOR. SEE FBC-B   1005.3.2.   23D) THERE IS A DINING ELEMENT TO THE 1ST FLOOR PLEASE   PROVIDE WHERE COMPLIANCE WITH 2014 FBC-ACCESS. CODE :   902.1. DINING SURFACES AND WORK SURFACES SHALL COMPLY   WITH 902.2 AND 902.3.   902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE   COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH   SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING   WITH 306 SHALL BE PROVIDED.   902.3 HEIGHT. THE TOPS OF DINING SURFACES SHALL BE 28   INCHES (710 MM) MINIMUM AND 34 INCHES MAXIMUM ABOVE THE   FINISH FLOOR OR GROUND.   904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE   LINES SHALL COMPLY WITH 904.5.   904.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES.   SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR   TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES   SHALL COMPLY WITH 308.   904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE   28 INCHES (710 MM) MINIMUM AND 34 INCHES (865 MM)   MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.   23E) ACCESS. CODE 226.1 WHERE DINING SURFACES ARE   PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST   5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT   THE DINING SURFACES SHALL COMPLY WITH 902. IN ADDITION,   WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN   EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH 902.   23F) ACCESS. CODE 226.2 DISPERSION. DINING SURFACES AND   WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE   DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING   DINING SURFACES AND WORK SURFACES.   23G) SHEET THE A1.11 GROUND FLOOR LIFE SAFETY PLAN VS.   A2.01 GROUND FLOOR PLAN. ON THE SOUTH PROPERTY LINE   WALL THERE ARE PORTIONS OF THE WALL THAT ARE 1 HOUR   FIRE RATED AND SOME PORTIONS RATED FOR 2 HOURS. FBC-B   TABLE 601 LIST A 2 HOUR FIRE RATING FOR EXTERIOR FIRE   BEARING WALLS. ADDITIONAL INFORMATION REQUIRED. IF   THESE WALLS ARE GOING TO BE IN FILE NONBEARING WALLS   HOW WILL THE WALL RATING BE MAINTAINED AT THE JOINT   LINE TOP COURSE OF BLOCK WHERE THE BEAM WOULD ALREADY   BE IN PLACE?   24) SHEET A1.12 LIFE SAFETY 2ND FLOOR VS. A2.02 2ND   FLOOR PLAN:   24A) EXITS STAIRS 1,2 &3 ALL INDICATE THEY ARE 57   INCHES WIDE. THE PROPOSED OCCUPANT LOAD FOR THE ENTIRE   FLOOR IS 581 OCCUPANTS. 581 OCCUPANTS DIVIDE BY 3= 194   OCCUPANTS PER STAIR. WHEN YOU DIVIDE THE 57 INCHES OF   STAIR WIDTH BY THE 0.3 = 190 OCCUPANTS. THE PLANS ARE   DEFICIENT BY 4 OCCUPANTS PER STAIRWELL. SEE FBC-B   1005.3.1. THE CAPACITY, IN INCHES (MM), OF MEANS OF   EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE   OCCUPANT LOAD SERVED BY SUCH STAIRWAY BY A MEANS OF   EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER   OCCUPANT.   24B) SHEET A1.12 LIFE SAFETY 2ND FLOOR VS. A2.02 2ND   FLOOR PLAN SHOWS AN OCCUPANT LOAD OF 581 OCCUPANTS AND   TABLE 1021.1 REQUIRES 3 EXITS THERE IS AN ISSUE WITH   FBC-B SECTION 1028.2 FOR THE 2ND FLOOR PLEASE DEFINE   THE MAIN EXIT. 1028.2 ASSEMBLY MAIN EXIT. IN A   BUILDING, ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT   HAS AN OCCUPANT LOAD OF GREATER THAN 300 AND IS   PROVIDED WITH A MAIN EXIT, THE MAIN EXIT SHALL BE OF   SUFFICIENT WIDTH TO ACCOMMODATE NOT LESS THAN ONE-HALF   OF THE OCCUPANT LOAD, BUT SUCH WIDTH SHALL NOT BE LESS   THAN THE TOTAL REQUIRED WIDTH OF ALL MEANS OF EGRESS   LEADING TO THE EXIT. WHERE THE BUILDING IS CLASSIFIED   AS A GROUP A OCCUPANCY, THE MAIN EXIT SHALL FRONT ON AT   LEAST ONE STREET OR AN UNOCCUPIED SPACE OF NOT LESS   THAN 10 FEET (3048 MM) IN WIDTH THAT ADJOINS A STREET   OR PUBLIC WAY. IN A BUILDING, ROOM OR SPACE USED FOR   ASSEMBLY PURPOSES WHERE THERE IS NO WELL-DEFINED MAIN   EXIT OR WHERE MULTIPLE MAIN EXITS ARE PROVIDED, EXITS   SHALL BE PERMITTED TO BE DISTRIBUTED AROUND THE   PERIMETER OF THE BUILDING PROVIDED THAT THE TOTAL WIDTH   OF EGRESS IS NOT LESS THAN 100 PERCENT OF THE REQUIRED   WIDTH.   THE ISSUE WITH THE 2 EXITS GROUPED ON THE WEST SIDE OF   THE BUILDING IF A FIRE BLOCKS THE 2 WEST EXITS 50% OF   THE OCCUPANT LOAD IS STILL SUPPOSED TO EXIT OUT OF THE   REMAINING EXITS.   1028.3 ASSEMBLY OTHER EXITS. IN ADDITION TO HAVING   ACCESS TO A MAIN EXIT, EACH LEVEL IN A BUILDING USED   FOR ASSEMBLY PURPOSES HAVING AN OCCUPANT LOAD GREATER   THAN 300 AND PROVIDED WITH A MAIN EXIT, SHALL BE   PROVIDED WITH ADDITIONAL MEANS OF EGRESS THAT SHALL   PROVIDE AN EGRESS CAPACITY FOR AT LEAST ONE HALF OF THE   TOTAL OCCUPANT LOAD SERVED BY THAT LEVEL AND SHALL   COMPLY WITH SECTION 1015.2. IN A BUILDING USED FOR   ASSEMBLY PURPOSES WHERE THERE IS NO WELL-DEFINED MAIN   EXIT OR WHERE MULTIPLE MAIN EXITS ARE PROVIDED, EXITS   FOR EACH LEVEL SHALL BE PERMITTED TO BE DISTRIBUTED   AROUND THE PERIMETER OF THE BUILDING, PROVIDED THAT THE   TOTAL WIDTH OF EGRESS IS NOT LESS THAN 100 PERCENT OF   THE REQUIRED WIDTH.   24C) PLEASE REVIEW THE MEETING ROOM # 3 THE ROOM HAS AN   OCCUPANT LOAD OF 107 OCCUPANTS THE PLEASE SEE SIDE WALL   BETWEEN ROOMS 220 & 221. THIS SECTION OF WALL HAS 2   DOORS SWINGING IN OPPOSITE DIRECTIONS. THE REMAINDER OF   THE MEETING ROOMS (217, 218 & 219) ALSO HAVE AN   OCCUPANT LOAD GREATER THAN 50 REQUIRING A SECOND MEANS   OF EGRESS WITH THE DOOR SWINGING IN THE DIRECTION OF   TRAVEL. FBC-B 1008.1.2.   24D) THERE IS A NOTE FOR S SMOKE PARTITION FOR THE 2   STORY ATRIUM USING THE EXCEPTION #1 REQUIRING BOTH   REQUIREMENTS OF 404.6 EXCEPTION 1.1 & 1.2 BE MET.   PLEASE PROVIDE DETAILS FOR THE SPACING OF THE FIRE   SPRINKLERS AND COMPLIANCE WITH 1.2 1.2. THE GLASS WALL   SHALL BE INSTALLED IN A GASKETED FRAME IN A MANNER THAT   THE FRAMING SYSTEM DEFLECTS WITHOUT BREAKING (LOADING)   THE GLASS BEFORE THE SPRINKLER SYSTEM OPERATES.   24E) THE DOOR SCHEDULE ON SHEET A8.02 INDICATES IN   STAIRWELL 3 AN ACCESS HATCH IDENTIFIED AS S3, NOT   IDENTIFIED ON THE FLOOR PLAN. FBC-B 1022.4. OPENINGS IN   INTERIOR EXIT STAIRWAYS OTHER THAN UNPROTECTED EXTERIOR   OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT   ACCESS TO THE ENCLOSURE FROM NORMALLY OCCUPIED SPACES   AND FOR EGRESS FROM THE ENCLOSURE.   25) SHEET A1.13 THE 3RD FLOOR PARKING & SHEET A2.03,   THESE SHEETS WILL BE COMMON COMMENTS FOR THE 3RD,   4TH AND 5TH FLOORS.       25A) THIS WILL BE A COMMON COMMENT FOR ALL FLOORS. NONE   OF THE FLOORS SHOW THE FIRE SERVICE ACCESS ELEVATOR   LOBBY TO BE ENCLOSED BY A SMOKE BARRIER HAVING A FIRE   RESISTANCE RATING OF NOT LESS THAN 1 HOUR. SEE FBC-B   3007.7.2. THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL   BE ENCLOSED WITH A SMOKE BARRIER HAVING A   FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR, EXCEPT   THAT LOBBY DOORWAYS SHALL COMPLY WITH SECTION 3007.7.3.   25B) COMMENT COMMON TO ALL FLOORS. THE FIRE SERVICE   ACCESS ELEVATOR LOBBY ENTRY DOORS IN THE DOOR   SCHEDULEA8.02 ARE NOT FIRE RATED. 3007.7.3 LOBBY   DOORWAYS. OTHER THAN THE DOOR TO THE HOIST WAY, EACH   DOORWAY TO A FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL   BE PROVIDED WITH A 3/4-HOUR FIRE DOOR ASSEMBLY   COMPLYING WITH SECTION 716.5. THE FIRE DOOR ASSEMBLY   SHALL ALSO COMPLY WITH THE SMOKE AND DRAFT CONTROL DOOR   ASSEMBLY REQUIREMENTS OF SECTION 716.5.3.1 WITH THE UL   1784 TEST CONDUCTED WITHOUT THE ARTIFICIAL BOTTOM SEAL.   25C) COMMENT COMMON TO THE 3 PARKING GARAGE FLOORS.   DOOR 303A DOES NOT HAVE 18 INCHES FOR MANEUVERING   CLEARANCES ON THE LATCH SIDE OF THE DOOR. SEE   FBC-ACCESS. CODE 404.2.4.   25D) NEITHER THE GENERATOR ROOM NOR THE DOOR TO THE   GENERATOR ROOM SHOW A FIRE RATING. 2014 FBC-B 403.4.8.1   REQUIRES 2 HOUR FIRE RATED WALLS WITH 1 ? HOUR OPENING   PROTECTIVES. TABLE 716.5.   25E) THIS COMMENT IS A COMMON FOR THE 3 PARKING FLOORS   AND THE 1ST FLOOR. THE PLANS INDICATE TO PROVIDE FALL   PROTECTION AT THE ENTRY OF THE AUTOMOBILE ELEVATOR.   PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1013.2 GUARDS   SHALL BE LOCATED ALONG OPEN-SIDED, 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.       25F) THIS IS A COMMON COMMENT FOR THE 3 GARAGE PARKING   FLOORS ALL EXTERIOR WALLS WHERE A VEHICLE COULD RUN   INTO THE WALL AND THE COMMON WALL BETWEEN THE PARKING   GARAGE AND ATRIUM WILL NEED TO SHOW COMPLIANCE WITH   1607.8.3 VEHICLE BARRIERS. VEHICLE BARRIERS FOR   PASSENGER VEHICLES SHALL BE DESIGNED TO RESIST A   CONCENTRATED LOAD OF 6,000 POUNDS IN ACCORDANCE WITH   SECTION 4.5.3 OF ASCE 7. ASCE 7-10 SECTION 4.5.3 FOR   DESIGN OF THE SYSTEM, THE LOADS SHALL BE ASSUME TO ACT   BETWEEN 1FT. 6 INCHES AND 2 FT. 3 INCHES ABOVE THE   FINISH FLOOR SURFACE, LOCATED TO PRODUCE A MAXIMUM LOAD   EFFECTS. THE LOAD SHALL BE APPLIED ON AN AREA NOT TO   EXCEED 12 IN. BY 12 IN.       25G) SHEET A2.05 LIFE SAFETY PLAN INDICATES 2   ACCESSIBLE PARKING STALLS WITH COLUMNS IN THE ACCESS   AISLE. PLEASE PROVIDE THE CLEAR WIDTH FROM THE COLUMN   TO THE ACCESSIBLE PARKING STALL. FBC-ACCESSIBILITY CODE   502.3.1 WIDTH. ACCESS AISLES SERVING CAR AND VAN   PARKING SPACES SHALL BE 60 INCHES (1525 MM) WIDE   MINIMUM.   26) SHEET A1.16 6TH FLOOR LIFE SAFETY PLAN & A7.05 &   A7.06 ENLARGED FLOOR PLAN 6TH FLOOR.   26A) COMMON COMMENT ALL FLOORS. THERE IS A UNKNOWN WALL   TYPE NO SHOWN ON EITHER PLANS WITHIN THE LINEN SHOOT   ENCLOSURE, THE WALL IN COMMON WITH THE HOUSE KEEPING   ROOM IS NOT IDENTIFIED. THIS WALL SHOULD BE A 2 HOUR   FIRE RATED WALL, IT IS PART OF THE SHAFT ENCLOSURE.   FBC-B 713.4 FIRE-RESISTANCE RARING.       26B) COMMON COMMENT ALL FLOORS. THE DOOR TO GAIN ENTRY   INTO THE HOUSE KEEPING ROOM IS LABELED X23.   SHEET A8.02 THE DOOR SCHEDULE INDICATES UNDER NOTE 22   THIS DOOR IS A ?DUTCH DOOR? THIS DOOR PROVIDE 2 LEAVES,   ONE ABOVE THE OTHER. PLEASE PROVIDE THE TESTED ASSEMBLY   FOR THIS TYPE OF CONFIGURATION, WHERE IS THE BREAK IN   THE DOOR TO OCCUR, WHERE WILL THE LOCK SET BE LOCATED,   WHAT ASSEMBLY IS TO HOLD THE DOOR TOGETHER, WILL THE   TOP AND BOTTOM PORTIONS OF THE DOOR BE ON SPRING TYPE   HINGES, WILL BOTH HALVES OF THE DOOR BE ON HOLD OPEN   DEVISES THAT WILL ACTIVATE UPON FIRE AND OR SMOKE   ALARM? NOTE 19 INDICATES A VIEW PANEL, HOW LARGE OF A   VIEW PANEL. MISSING INFORMATION 107.2.1.3. TABLE 716.5/   716.5.8 GLAZING MATERIAL. FIRE-PROTECTION-RATED GLAZING   CONFORMING TO THE OPENING PROTECTION REQUIREMENTS IN   SECTION 716.5 SHALL BE PERMITTED IN FIRE DOOR   ASSEMBLIES.   716.5.8.1 SIZE LIMITATIONS. FIRE-PROTECTION-RATED   GLAZING SHALL COMPLY WITH THE SIZE LIMITATIONS OF NFPA   80, AND AS PROVIDED IN SECTIONS 716.5.8.1.1 AND   716.5.8.1.2.       26C) SHEET A6.13 LINEN CHUTE DETAIL SHEET. PLEASE NOTE   SECTION DETAILS OF THE LINEN CHUTE ARE MISSING 2   DETAILS;   26C)(1) THE DETAIL DOES NOT INCLUDE THE HOUSING OR NOTE   FOR THE REQUIREMENT OF FBC-B 903.2.11.2 RUBBISH AND   LINEN CHUTES.   AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE   TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL   ROOMS. CHUTES SHALL HAVE ADDITIONAL SPRINKLER HEADS   INSTALLED AT ALTERNATE FLOORS AND AT THE LOWEST INTAKE.   WHERE A RUBBISH CHUTE EXTENDS THROUGH A BUILDING MORE   THAN ONE FLOOR BELOW THE LOWEST INTAKE, THE EXTENSION   SHALL HAVE SPRINKLERS INSTALLED THAT ARE RECESSED FROM   THE DROP AREA OF THE CHUTE AND PROTECTED FROM FREEZING   IN ACCORDANCE WITH SECTION 903.3.1.1. SUCH SPRINKLERS   SHALL BE INSTALLED AT ALTERNATE FLOORS, BEGINNING WITH   THE SECOND LEVEL BELOW THE LAST INTAKE AND ENDING WITH   THE FLOOR ABOVE THE DISCHARGE. CHUTE SPRINKLERS SHALL   BE ACCESSIBLE FOR SERVICING. ACCESS DOOR REQUIRED.       26C)(2) MISSING DETAIL FOR THE ACCESS DOOR INTO THE   CHUTE ITSELF AND NOTE FOR THE FIRE RATING OF THE   ASSEMBLY. FBC-B 713.13.1 REFUSE, RECYCLING AND LAUNDRY   CHUTE ENCLOSURES. OPENINGS INTO THE SHAFT, INCLUDING   THOSE FROM ACCESS ROOMS AND TERMINATION ROOMS, SHALL BE   PROTECTED IN ACCORDANCE WITH THIS SECTION AND SECTION   716. OPENINGS INTO CHUTES SHALL NOT BE LOCATED IN   CORRIDORS. DOORS SHALL BE SELF- OR AUTOMATIC-CLOSING   UPON THE ACTUATION OF A SMOKE DETECTOR IN ACCORDANCE   WITH SECTION 716.5.9.3.       26D) COMMON COMMENT FOR 6-12 FLOORS THE 2 HOUR FIRE   RATED SHAFT BEHIND THE SERVICE ELEVATOR AND P1 ELEVATOR   DO NOT HAVE THE WALL IDENTIFICATION TAGS. 107.2.1.3.   ADDITIONAL INFORMATION REQUIRED.       26E) PLEASE PROVIDE IF THERE ARE ANY DWELLING UNITS   WITHIN THE FLOORS 6-12? DEFINITION:   DWELLING UNIT. A SINGLE UNIT PROVIDING COMPLETE,   INDEPENDENT LIVING FACILITIES FOR ONE OR MORE PERSONS,   INCLUDING PERMANENT PROVISIONS FOR LIVING, SLEEPING,   EATING, COOKING AND SANITATION.       SLEEPING UNIT. A ROOM OR SPACE IN WHICH PEOPLE SLEEP,   WHICH CAN ALSO INCLUDE PERMANENT PROVISIONS FOR LIVING,   EATING, AND EITHER SANITATION OR KITCHEN FACILITIES BUT   NOT BOTH. SUCH ROOMS AND SPACES THAT ARE ALSO PART OF A   DWELLING UNIT ARE NOT SLEEPING UNITS.       IF THERE ARE DWELLING UNITS THEN CODE REQUIREMENTS FOR   :   FBC-B 2010 1207.2 AIR-BORNE SOUND.   FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND.   FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2. FLOOR   INSULATION. INSULATION INSTALLED BETWEEN A   FINISHED FLOOR AND SOLID DECKING WITHOUT INTERVENING   AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME   SPREAD INDEX OF NOT MORE THAN 200.       26F) BUILDING PROVISO/ DEFERRED SUBMITTAL: OPEN AIR   TERRACE WATERPROOFING MATERIAL AND DETAILS. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       26G) BUILDING PROVISO/ DEFERRED SUBMITTALS: OPEN AIR   TERRACE VIVA BLADE GUARD RAIL SYSTEM. SHEET 5.11.   ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED   IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       26H) ** COMMON COMMENT FOR ALL FLOORS (6-12) WHERE THE   ALLOWABLE COMMON PATH OF TRAVEL IS EXCEEDED. EXAMPLE:   ROOMS 604 & 605 FROM THE MOST REMOTE POINT IN THE SUITE   TO THE NEAREST VERTICAL EXIT IS OVER THE ALLOWABLE 75   FT. TO ACHIEVE THE ALLOWABLE 75 FT. A RATED WALL IS   INSTALLED IN THE EXIT ACCESS CORRIDOR, ON THE DOOR   SCHEDULE THIS DOOR IS NOT FIRE RATED. PLEASE PROVIDE A   CODE SECTION WHERE THIS IS ALLOWED TO BE CONSIDERED   CODE COMPLIANT. 2014 FBC-B TABLE 1014.3. DEFINITION:   COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF EXIT   ACCESS WHICH THE OCCUPANTS ARE REQUIRED TO TRAVERSE   BEFORE TWO SEPARATE AND DISTINCT PATHS OF EGRESS TRAVEL   TO TWO EXITS ARE AVAILABLE. PATHS THAT MERGE ARE COMMON   PATHS OF TRAVEL. COMMON PATHS OF EGRESS TRAVEL SHALL BE   INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE.       27) SHEET A1.18 & A7.09 & A7.10. THE 8TH, 10TH & 12TH   FLOORS. THIS COMMENT FOR THE ROOMS 818,819,1018,   1019,1218 & 1219 ALL EXCEED THE ALLOWABLE 75 FT.   ALLOWABLE COMMON PATH OF TRAVEL OF 75 FT. 2014 FBC-B   TABLE 1014.3       28) SHEET A2.08A THE INTERSTITIAL SPACE FLOOR PLAN. IN   BOTH VERTICAL EXIT STAIR TOWERS 1 & 2 THERE IS A NOTE   OF A DOOR LABELED S3 AND NOTE TO THE SIDE TO PROVIDE A   3 FT. X 4 FT. ACCESS HATCH. THIS DOOR/ ACCESS HATCH IS   WITHIN THE VERTICAL EXIT AND LEADS TO THE INTERSTITIAL   SPACE BETWEEN FLOORS. PLEASE FIND ANOTHER WAY TO ACCESS   THE INTERSTITIAL SPACE BETWEEN FLOORS. CODE COMPLIANCE   FOR THE VERTICAL EXIT STAIRS CANNOT BE MET WITH THIS   OPENING WITHIN THE STAIRS. PLEASE SEE THE 2014 FBC-B   SECTION 1022.4 OPENINGS.   INTERIOR EXIT STAIRWAY AND RAMP OPENING PROTECTIVES   SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION   716. OPENINGS IN INTERIOR EXIT STAIRWAYS AND RAMPS   OTHER THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE   LIMITED TO THOSE NECESSARY FOR EXIT ACCESS TO THE   ENCLOSURE FROM NORMALLY OCCUPIED SPACES AND FOR EGRESS   FROM THE ENCLOSURE.       29) SHEET A2.09 & A7.41 13TH FLOOR ROOFTOP GARDEN:   29A) THIS SHEET INDICATES A SECTION FOR RESTROOM 1321 &   1322, PAGE A7.41 SECTION 04. PLEASE SEE ON THIS SHEET   THE DETAIL IS MISSING. 107.2.1.3. ADDITIONAL   INFORMATION IS REQUIRED.       29B) DOORS 1322, 1323,1324, 1325 & 1326 ARE MISSING   FROM THE DOOR SCHEDULE FOUND ON SHEET A8.02, CANNOT BE   CHECKED FOR SIZE, TYPE NOR FIRE RATING. 2014 FBC-B   1008.1.1, TABLE 716.5.       29C) DOORS NOT NUMBERS, THE DOOR ALL THE WAY TO THE   LEFT OF THE PAGE SEPARATING AREAS 1313 & 1314 SWINGS   AGAINST THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A   ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE   PERSONS OR A GROUP H OCCUPANCY. FBC-B 1008.1.2.   29D) BARS 1311 AND 1312 WILL NEED TO SHOW COMPLIANCE   WITH; 2014 FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS OF   DINING SURFACES SHALL BE 28 INCHES MINIMUM AND 34   INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.   29E) THE AREAS ROOF LOUNGE AND LOBBY, 1313 & 1314 MAY   NEED TO COMPLY WITH ACCESS. CODE 902.3 IF THERE ARE   TABLES PRESENT. THIS PLAN DOES NOT SHOW A SEATING   ARRANGEMENT IN THE ROOF LOUNGE 1314.       29F) STAIRWELL # 1 SHOWS A LADDER TO GAIN ACCESS TO THE   ROOF TOP EQUIPMENT. PLEASE REVIEW :   2014 FBC-B SECTION 1022.4 OPENINGS. INTERIOR EXIT   STAIRWAY AND RAMP OPENING PROTECTIVES SHALL BE IN   ACCORDANCE WITH THE REQUIREMENTS OF SECTION 716.   OPENINGS IN INTERIOR EXIT STAIRWAYS AND RAMPS OTHER   THAN UNPROTECTED EXTERIOR OPENINGS SHALL BE LIMITED TO   THOSE NECESSARY FOR EXIT ACCESS TO THE ENCLOSURE FROM   NORMALLY OCCUPIED SPACES AND FOR EGRESS FROM THE   ENCLOSURE.   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.       30) POOL AND JACUZZI ARE NOT PART OF THIS PERMIT, WILL   REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.       31) FENCING AND GATES AROUND THE POOL WILL REQUIRE A   SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.       32) SHEET A2.10 SHOWS AS HIDDEN LINES VARIOUS ROOF TOP   EQUIPMENT. SHEET M2.10 SHOWS GENERIC ROOF TOP EQUIPMENT   TIE DOWNS. DETAILS WILL NEED TO BE SPECIFIC FOR EACH   TYPE AND SIZE OF ROOF TOP EQUIPMENT. FOR ALL ROOF TOP   EQUIPMENT, CURBS OR A/C STANDS, DETAILED ATTACHMENT TO   THE ROOF FRAMING & DECK AS WELL AS FROM THE CURB OR   ROOF STAND TO THE EQUIPMENT ABOVE.       2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL   MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY   METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT   EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY   AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.   EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE   OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES   SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND   LOADS?   2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL   EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO   WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND   PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA   BUILDING CODE, BUILDING.       33) SHEET A2.10 PLEASE SHOW COMPLIANCE WITH: FBC-B 2014   1509.6 MECHANICAL EQUIPMENT SCREENS.   MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF   THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN   ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE   BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER   THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS   SHALL NOT BE REQUIRED TO COMPLY WITH THE   FIRE-RESISTANCE RATING REQUIREMENTS.       34) A.600 SERIES DRAWINGS FOR STAIRWELL 1, 2 & 3.   PLEASE PROVIDE COMPLIANCE WITH THE 2014 FBC-ACCESS.   CODE SECTION 307.4 AND VIEW FIGURE 307.4 FOR VERTICAL   CLEARANCES.       35) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEETS A6.02   & A6.03 STAIR GUARDRAIL/ HANDRAILS . ADMINISTRATION   107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE   REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.   36) SHEET A4.01 SHOWS A NORTH ELEVATION WITH A NOTE FOR   CONCRETE CANOPY WITH WOOD COMPOSITE UNDERNEATH FINISH.   THE STRUCTURAL SHEET S5.21 DETAIL PROVIDES STRUCTURAL   DETAILS AS TO THE THICKNESS OF THIS CANOPY, AND THE   PLACEMENT OF REINFORCEMENT. THERE ARE 2 AREAS OF   CONCERN:       36A) THE NOTE FOUND ON A4.01 INDICATES THE UNDERNEATH   SIDE OF THE CANOPY IS TO BE FINISHED WITH A WOOD   COMPOSITE MATERIAL. WE FIND THIS SAME NOTE AT AROUND   THE 155 FT. & 173.5 FT. ELEVATION. PLEASE PROVIDE   PRODUCT LITERATURE ON THIS PRODUCT TO SEE HOW THIS   MATERIAL WAS TESTED, TO WHAT STANDARD? DOES IT MEET THE   DEFINITION OF A COMPOSITE MATERIAL.       DEFINITION OF COMPOSITE MATERIAL: 703.5.2 COMPOSITE   MATERIALS. MATERIALS HAVING A STRUCTURAL BASE OF   NONCOMBUSTIBLE MATERIAL AS DETERMINED IN ACCORDANCE   WITH SECTION 703.5.1 WITH A SURFACING NOT MORE THAN   0.125 INCH (3.18 MM) THICK THAT HAS A FLAME SPREAD   INDEX NOT GREATER THAN 50 WHEN TESTED IN ACCORDANCE   WITH ASTM E 84 OR UL 723 SHALL BE ACCEPTABLE AS   NONCOMBUSTIBLE MATERIALS.       2014 FBC-B 1406.2.1 TYPE I, II, III AND IV   CONSTRUCTION. ON BUILDINGS OF TYPE I, II, III AND IV   CONSTRUCTION, EXTERIOR WALL COVERINGS SHALL BE   PERMITTED TO BE CONSTRUCTED OF COMBUSTIBLE MATERIALS,   COMPLYING WITH THE FOLLOWING LIMITATIONS:   1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED   10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE   FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS.   2. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED   TO 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE.   3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF   FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION   2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED   IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE   IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP   TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE   REGARDLESS OF THE FIRE SEPARATION DISTANCE.   4. WOOD VENEERS SHALL COMPLY WITH SECTION 1405.5.   1406.2.1.1.2 FIRE SEPARATION GREATER THAN 5 FEET. FOR   FIRE SEPARATION DISTANCES GREATER THAN 5 FEET (1524   MM), ANY EXTERIOR WALL COVERING SHALL BE PERMITTED THAT   HAS BEEN EXPOSED TO A REDUCED LEVEL OF INCIDENT RADIANT   HEAT FLUX IN ACCORDANCE WITH THE NFPA 268 TEST METHOD   WITHOUT EXHIBITING SUSTAINED FLAMING. THE MINIMUM FIRE   SEPARATION DISTANCE REQUIRED FOR THE EXTERIOR WALL   COVERING SHALL BE DETERMINED FROM TABLE 1406.2.1.1.2   BASED ON THE MAXIMUM TOLERABLE LEVEL OF INCIDENT   RADIANT HEAT FLUX THAT DOES NOT CAUSE SUSTAINED FLAMING   OF THE EXTERIOR WALL COVERING.       36B) THE WOOD COMPOSITE MATERIAL, PLEASE PROVIDE HOW   THIS MATERIAL WILL BE ATTACHED TO THE SUB-STRUCTURE,   ADHERED, PINNED? 107.2.1.3 ADDITIONAL INFORMATION   REQUIRED.       36C) ON THE TOP OF THE 8 FT. CONCRETE CANOPY WHAT   PRODUCT WILL BE USED TO KEEP MOISTURE FROM SEEPING INTO   THE CONCRETE SLAB AND REINFORCEMENT?       37) SHEET A4.01 THE NORTH WALL ELEVATION ON THE GARAGE   LEVELS 3-5 THE PLANS SHOW PERFORATED ALUMINUM PANEL   SYSTEM. PLEASE PROVIDE PRODUCT LITERATURE, AND   ENGINEERING ANALYSIS OF THE SYSTEM, WITH THE WIND   DESIGN CRITERIA AND ANCHORING SYSTEMS REVIEWED BY THE   ENGINEER OF RECORD. FL 61G-15-30.006 (3) THE DELEGATED   ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING   DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW. 2014   FBC-B 1503.1 ROOF DECKS SHALL BE COVERED WITH APPROVED   ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN   ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER. ROOF   COVERINGS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE   WITH THIS CODE AND THE APPROVED MANUFACTURER?S   INSTRUCTIONS SUCH THAT THE ROOF COVERING SHALL SERVE TO   PROTECT THE BUILDING OR STRUCTURE.   38) SHEET A1.11 AND A2.01 BOTH SHOW THE 1ST FLOOR, BUT   THERE ARE NO DIMENSIONS FOR SIZING OF THE FIRE COMMAND   CENTER. THE FIRE COMMAND ROOM IS FOUND ON THIS FLOOR.   FBC-B403.4.6 FIRE COMMAND. A FIRE COMMAND CENTER   COMPLYING WITH SECTION 911 SHALL BE PROVIDED IN A   LOCATION APPROVED BY THE FIRE DEPARTMENT.   38A) PLEASE SHOW COMPLIANCE WITH FBC-B 911.1.4. LAYOUT   APPROVAL. A LAYOUT OF THE FIRE COMMAND CENTER AND ALL   FEATURES REQUIRED BY THIS SECTION TO BE CONTAINED   THEREIN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO   INSTALLATION.   38B) 911.1.5 REQUIRED FEATURES.   THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND   SHALL CONTAIN THE FOLLOWING FEATURES:       1. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM   CONTROL UNIT.       2. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.       3. FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR.       4. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF   THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL.       5. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION   SYSTEMS.       6. THE FIRE-FIGHTER?S CONTROL PANEL REQUIRED BY SECTION   909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN THE   BUILDING.       7. CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY.       8. SPRINKLER VALVE AND WATERFLOW DETECTOR DISPLAY   PANELS.       9. EMERGENCY AND STANDBY POWER STATUS INDICATORS.       10. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED   ACCESS TO THE PUBLIC TELEPHONE SYSTEM.       11. FIRE PUMP STATUS INDICATORS.       12. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL   FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF   EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING   EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION   OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE   BARRIERS AND SMOKE PARTITIONS.       13. AN APPROVED BUILDING INFORMATION CARD THAT   CONTAINS, BUT IS NOT LIMITED TO, THE FOLLOWING   INFORMATION:       13.1. GENERAL BUILDING INFORMATION THAT INCLUDES:   PROPERTY NAME, ADDRESS, THE NUMBER OF FLOORS IN THE   BUILDING (ABOVE AND BELOW GRADE), USE AND OCCUPANCY   CLASSIFICATION (FOR MIXED USES, IDENTIFY THE DIFFERENT   TYPES OF OCCUPANCIES ON EACH FLOOR), ESTIMATED BUILDING   POPULATION (I.E., DAY, NIGHT, WEEKEND);       13.2. BUILDING EMERGENCY CONTACT INFORMATION THAT   INCLUDES: A LIST OF THE BUILDING?S EMERGENCY CONTACTS   (E.G., BUILDING MANAGER, BUILDING ENGINEER, ETC.) AND   THEIR RESPECTIVE WORK PHONE NUMBER, CELL PHONE NUMBER,   EMAIL ADDRESS;       13.3. BUILDING CONSTRUCTION INFORMATION THAT INCLUDES:   THE TYPE OF BUILDING CONSTRUCTION (E.G., FLOORS, WALLS,   COLUMNS, AND ROOF ASSEMBLY);       13.4. EXIT STAIR INFORMATION THAT INCLUDES: NUMBER OF   EXIT STAIRS IN BUILDING, EACH EXIT STAIR DESIGNATION   AND FLOORS SERVED, LOCATION WHERE EACH EXIT STAIR   DISCHARGES, EXIT STAIRS THAT ARE PRESSURIZED, EXIT   STAIRS PROVIDED WITH EMERGENCY LIGHTING, EACH EXIT   STAIR THAT ALLOWS REENTRY, EXIT STAIRS PROVIDING ROOF   ACCESS; ELEVATOR INFORMATION THAT INCLUDES: NUMBER OF   ELEVATOR BANKS, ELEVATOR BANK DESIGNATION, ELEVATOR CAR   NUMBERS AND RESPECTIVE FLOORS THAT THEY SERVE, LOCATION   OF ELEVATOR MACHINE ROOMS, LOCATION OF SKY LOBBY,   LOCATION OF FREIGHT ELEVATOR BANKS;       13.5. BUILDING SERVICES AND SYSTEM INFORMATION THAT   INCLUDES: LOCATION OF MECHANICAL ROOMS, LOCATION OF   BUILDING MANAGEMENT SYSTEM, LOCATION AND CAPACITY OF   ALL FUEL OIL TANKS, LOCATION OF EMERGENCY GENERATOR,   LOCATION OF NATURAL GAS SERVICE;       13.6. FIRE PROTECTION SYSTEM INFORMATION THAT INCLUDES:   LOCATIONS OF STANDPIPES, LOCATION OF FIRE PUMP ROOM,   LOCATION OF FIRE DEPARTMENT CONNECTIONS, FLOORS   PROTECTED BY AUTOMATIC SPRINKLERS, LOCATION OF   DIFFERENT TYPES OF SPRINKLER SYSTEMS INSTALLED (E.G.,   DRY, WET, PRE-ACTION, ETC.); AND       13.7 HAZARDOUS MATERIAL INFORMATION THAT INCLUDES:   LOCATION OF HAZARDOUS MATERIAL, QUANTITY OF HAZARDOUS   MATERIAL.       14. WORK TABLE.       15. GENERATOR SUPERVISION DEVICES, MANUAL START AND   TRANSFER FEATURES.       16. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED   BY OTHER SECTIONS OF THIS CODE.       17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME   A17.1.       18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR   SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS   PROVIDED.       39) 2014 FBC-B 403.5.3 STAIRWAY DOOR OPERATION.   STAIRWAY DOORS OTHER THAN THE EXIT DISCHARGE DOORS   SHALL BE PERMITTED TO BE LOCKED FROM THE STAIRWAY SIDE.   STAIRWAY DOORS THAT ARE LOCKED FROM THE STAIRWAY SIDE   SHALL BE CAPABLE OF BEING UNLOCKED SIMULTANEOUSLY   WITHOUT UNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND   CENTER.       40) PLEASE SUBMIT DOCUMENTATION FOR THE FOLLOWING:   FBC-B 403.4.7 SMOKE REMOVAL./ 909.4 ANALYSIS.   A RATIONAL ANALYSIS SUPPORTING THE TYPES OF SMOKE   CONTROL SYSTEMS TO BE EMPLOYED, THEIR METHODS OF   OPERATION, THE SYSTEMS SUPPORTING THEM AND THE METHODS   OF CONSTRUCTION TO BE UTILIZED SHALL ACCOMPANY THE   SUBMITTED CONSTRUCTION DOCUMENTS AND SHALL INCLUDE, BUT   NOT BE LIMITED TO, THE ITEMS INDICATED IN SECTIONS   909.4.1 THROUGH 909.4.6.       41) PLEASE SHOW HOW COMPLIANCE WITH FBC-B 403.5.5   LUMINOUS EGRESS PATH MARKINGS.   LUMINOUS EGRESS PATH MARKINGS SHALL BE PROVIDED IN   ACCORDANCE WITH SECTION 1024. FBC-B 1024.1 APPROVED   LUMINOUS EGRESS PATH MARKINGS DELINEATING THE EXIT PATH   SHALL BE PROVIDED IN HIGH-RISE BUILDINGS OF GROUP A, B,   E, I, M, AND R-1 OCCUPANCIES IN ACCORDANCE WITH   SECTIONS 1024.1 THROUGH 1024.5.       42) 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.       43) FOR THE RESUBMISSION OF PLANS, PLEASE BREAK THE   PLAN SETS DOWN TO SMALLER MANAGEABLE ROLLS. BUILDING   AND ID DRAWINGS TOGETHER, STRUCTURAL BY ITSELF AND MEP   TOGETHER.       WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &   REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS   NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                                                                                 Review Stop E ELECTRICAL Rev No 5 Status P Date 2017-10-04 Cont ID   Sent By jpearson Date 2017-10-04 Time 07:59 Rev Time 0.00 Received By jpearson Date 2017-10-04 Time 07:59 Sent To   Notes 2017-10-04 07:59:51 NO NEW ELECTRICAL PROVIDED, PLANS ALREADY STAMPED. Review Stop E ELECTRICAL Rev No 4 Status P Date 2017-07-05 Cont ID   Sent By jpearson Date 2017-07-05 Time 13:55 Rev Time 0.00 Received By jpearson Date 2017-07-05 Time 13:55 Sent To   Notes 2017-07-05 13:56:49 REVIEWED PER COMMENTS ONLY, JP Review Stop E ELECTRICAL Rev No 3 Status F Date 2017-03-20 Cont ID   Sent By vperez Date 2017-03-20 Time 08:31 Rev Time 0.00 Received By vperez Date 2017-03-16 Time 15:01 Sent To   Notes 2017-03-20 08:32:55 3RD ELECTRICAL REVIEW,       PLEASE ADDRESS MECHANICAL COMMENTS RELATED TO   ELECTRICAL FOR A COMPLETE APPROVAL., (DAMPERS MISSING)       V. PEREZ   *6717 Review Stop E ELECTRICAL Rev No 2 Status F Date 2016-12-14 Cont ID   Sent By vperez Date 2016-12-14 Time 07:47 Rev Time 0.00 Received By vperez Date 2016-12-14 Time 07:47 Sent To   Notes 2016-12-14 08:32:15 2NDL ELECTRICAL PLAN REVIEW       APPLICABLE CODES IN EFFECT:   FLORIDA BUILDING CODE 2014 5TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH   EDITION   NFPA 70- 2011 NEC   PREVIOUS COMMENTS:       1. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED   SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL   SITE LIGHTING AND ASSOCIATED EQUIPMENT. A NOTE WILL   SUFFICE. (PLEASE PROVIDE ON SHEET E0.00)   2. GENERAL NOTES- PROVIDE A BLOCK NOTE INDICATING THE   REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS   FOR GENERATOR, FIRE PUMP ALL LOW VOLTAGE SYSTEMS TO   INCLUDE BUT NOT LIMITED TO FIRE ALARM, ACCESS CONTROLS,   CCTV, PHONE AND DATA, SIGNAGE, WIRELESS SYSTEMS, CAR   CHARGING STATIONS, CO2 FANS, POOL, KITCHEN HOODS, CAR   LIFTS ETC. A NOTE WILL SUFFICE. (PLEASE PROVIDE ON   SHEET E0.00)   3. SHOW AT THE MAIN ELECTRICAL ROOM A NOTE TO REQUIRE   PANIC HARDWARE AND DOORS TO SWING IN THE DIRECTION OF   EGRESS. NEC 110.26C2 (REVISED DOOR STILL SHOWN SWINGING   IN, PLEASE CORRECT SHEET E2.00)   4. NOTE THAT PER NEC 230.2 THIS PROJECT MEETS THE   REQUIREMENTS FOR MULTIPLE SERVICES DUE TO CAPACITY   LIMITS. REGARDLESS, SPECIAL PERMISSION FROM AHJ TO BE   GRANTED PER DESIGN SHOWN. PROVIDE IN WRITING A REQUEST   PER CODE SECTION CITED TO AHJ. GENERAL NOTES TO BE   PLACED FOR FIRST RESPONDER?S SAFETY. FIRE REVIEW MIGHT   REQUIRE OTHER MEANS TO SHUNT SERVICES. FBC 107.3.5   (PLEASE LABEL MAINS 1 OF 4, 2 OF 4 ETC. AS ONE SERVICE   IS PROVIDED FRON VAULT AND 4 MAINS ARE SHOWN)   5. PROVIDE FROM UTILITY PROVIDER (FPL), ACTUAL   AVAILABLE FAULT CURRENT AT THE VAULT TRANSFORMERS. FBC   107.3.5 (PENDING)   6. PROVIDE AIC CALCULATION PER NEC 110.10- FBC 107.3.5   (PENDING)   7. PROVIDE A NOTE/SIGN TO INDICATE THE REQUIREMENTS NEC   110.24 THE MAX. AVAILABLE FAULT CURRENT SHALL BE   DURABLY MARKED AND DATED ON ALL ELECTRICAL APPARATUS   AND NEC 110.16 ARC-FLASH HAZARD WARNING LABELS   REQUIRED. (PROVIDE NOTE ON SHEET E5.01)   8. PER FBC EC 405.7.3- SHOW VOLTAGE DROP CALCULATIONS   FOR FEEDERS AND BRANCH CIRCUITS. (ADDRESSED)   9. MULTIPLE AREAS NEED TO SHOW GFCI PROTECTED PER NEC   210.8B5- IF WITHIN 6FT OF SINK ALL TO BE GFCI. (PLEASE   CORRECT SHEET E- 2.02 AND 2.09, MENS RESTROOM TO GFCI   PROTECTED CIRCUIT L-41 AND EMPLOYEE BREAKROOOM, SEE   CIRCUITS L-26 AND L-20.   10. PER FBC EC 405.7- 50% OF ALL RECEPTACLES 125V, 15   AND 20A MUST BE AUTOMATICALLY CONTROLLED WHERE   INSTALLED IN PRIVATE OFFICES, OPEN OFFICES, AND   COMPUTER CLASSROOMS. THIS INCLUDES THOSE INSTALLED IN   MODULAR PARTITIONS. SHOW COMPLIANCE. ENERGY INPUT DATA   REPORT NOT PROVIDED (ADDRESSED)   11. LABEL GFCI ALL RECEPTACLES IN THE MEN?S AND WOMEN?S   LOCKER ROOMS PER NEC 210.8B7 (ADDRESSED)   12. LABEL GFCI ALL RECEPTACLES WITHIN 6FT OF SINKS,   LAUNDRY, KITCHEN AND PREP AREA AND MULTIPLE AREAS NEC   210.8B5 (ADDRESSED)   13. SHEET E2.01 AND ABOVE REFLECTS DRINKING FOUNTAINS,   LABEL ALL RECEPTACLES TO BE GFCI PROTECTED NEC 422.52   MULTIPLE LOCATIONS- (SEE CIRCUIT RL-14 D/F LABEL GFCI   PROTECTED)   14. ADDRESS ALL FIRE REVIEWER COMMENTS RELATED TO   ELECTRICAL. FBC 107.3.5 (PENDING)   15. AT ROOFTOP AND EXTERIOR LOCATIONS LABEL MULTIPLE   RECEPTACLES TO BE WP/GFCI RATED. NEC 406.9B (ADDRESSED)   16. ALL GUEST UNITS TO BE PROVIDED WITH TAMPER   RESISTANT RECEPTACLES. PROVIDE A NOTE. NEC 406.13   (ADDRESSED)   17. CLARIFY VERIFY ENTIRE RISER DIAGRAM. NOTES DO NOT   MATCH, SEE ITEM15?? PLEASE ID ELECTRICAL ONE LINE WITH   SERVICE AND FEEDER CONDUCTOR SIZES, ALL INFO NEEDED ON   ONE LINE. FBC 107.3.5 (ADDRESSED)   18. CLARIFY GROUNDING ELECTRODE CONDUCTOR SIZE FOR   BUILDING STEEL, WATER ETC. NEC 250 (ADDRESSED)   19. PROVIDE A NOTE FOR FIRE PUMP FEEDER CONDUCTORS TO   BE 2HR PROTECTED. NEC 695.6A2CD (ADDRESSED)   20. PANEL SCHEDULE HAS MULTIPLE DISCREPANCIES, SEE   PANEL H FOR EXAMPLE, SHOWS 125A TRIP BUT TRANSFORMER   SCHEDULE SHOWS 110A TRIP, WILL NEED TO CORRELATE THIS   AND MULTIPLE OTHERS. ELEVATOR BREAKER FEEDER CONDUCTOR   UNDERSIZED BASED ON TRIP RATING 110A. ALUMINUM #4   SELECTED?? SHUNT TRIP ? REVISIT PANELS ENTIRELY FOR   COMPLIANCE AND CORRELATION. NEC 240, NEC 310.15B16 FBC   107.3.5 MINIMUM PLAN REVIEW (ADDRESSED)   21. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL   FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS   REGARDING THIS PROJECT.       NEW COMMENTS DUE TO ENTIRELY REVISED SHEET       1. SHEET E2.00- PROVIDE A NOTE TO MAINTAIN BURIAL   DEPTHS AND A WARNING RIBBON PER NEC 300.5 FOR ALL   UNDERGROUND CONDUITS   2. E-201A- ELEC. ROOM SHOULD NOT BE CONTROLLED   AUTOMATICALLY BY SENSOR. PROVIDE SWITCH IN ALL ROOMS   WITH PANELBORDS, MCC SWITHCHBOARDS ETC PER NEC   110.26(D)   3. E-2.02- CLARIFY ELEVATOR MACHINE ROOMS RECEPTACLE   AND LIGHTING BRANCH CIRCUITS. PER NEC 620.23 A SEPERATE   BRANCH CIRCUIT DEDICATED FOR THIS AREA MUST BE   PROVIDED. NO OTHER OUTLETS TO BE ON THESE CIRCUITS.   E/M/R ON SHEET E2.09 HAS SAME SCENARIO. PLEASE CORRECT.   4. E-5.01- PLEASE PROVIDE THE SELECTIVE COORDINATION   STUDY, WHICH CAN BE PROVISO,           VALENTINO PEREZ   ELECTRICAL PLANS EXAMINER II   561-805-6717   [email protected]         Review Stop E ELECTRICAL Rev No 1 Status F Date 2016-07-12 Cont ID   Sent By vperez Date 2016-07-12 Time 14:15 Rev Time 0.00 Received By vperez Date 2016-07-12 Time 14:15 Sent To   Notes 2016-07-12 14:15:37 INITIAL ELECTRICAL PLAN REVIEW       APPLICABLE CODES IN EFFECT:   FLORIDA BUILDING CODE 2014 5TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH   EDITION   NFPA 70- 2011 NEC   COMMENTS:       1. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED   SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL   SITE LIGHTING AND ASSOCIATED EQUIPMENT. A NOTE WILL   SUFFICE.   2. GENERAL NOTES- PROVIDE A BLOCK NOTE INDICATING THE   REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS   FOR GENERATOR, FIRE PUMP ALL LOW VOLTAGE SYSTEMS TO   INCLUDE BUT NOT LIMITED TO FIRE ALARM, ACCESS CONTROLS,   CCTV, PHONE AND DATA, SIGNAGE, WIRELESS SYSTEMS, CAR   CHARGING STATIONS, CO2 FANS, POOL, KITCHEN HOODS, CAR   LIFTS ETC. A NOTE WILL SUFFICE.   3. SHOW AT THE MAIN ELECTRICAL ROOM A NOTE TO REQUIRE   PANIC HARDWARE AND DOORS TO SWING IN THE DIRECTION OF   EGRESS. NEC 110.26C2   4. NOTE THAT PER NEC 230.2 THIS PROJECT MEETS THE   REQUIREMENTS FOR MULTIPLE SERVICES DUE TO CAPACITY   LIMITS. REGARDLESS, SPECIAL PERMISSION FROM AHJ TO BE   GRANTED PER DESIGN SHOWN. PROVIDE IN WRITING A REQUEST   PER CODE SECTION CITED TO AHJ. GENERAL NOTES TO BE   PLACED FOR FIRST RESPONDER?S SAFETY. FIRE REVIEW MIGHT   REQUIRE OTHER MEANS TO SHUNT SERVICES. FBC 107.3.5   5. PROVIDE FROM UTILITY PROVIDER (FPL), ACTUAL   AVAILABLE FAULT CURRENT AT THE VAULT TRANSFORMERS. FBC   107.3.5   6. PROVIDE AIC CALCULATION PER NEC 110.10- FBC 107.3.5   7. PROVIDE A NOTE/SIGN TO INDICATE THE REQUIREMENTS NEC   110.24 THE MAX. AVAILABLE FAULT CURRENT SHALL BE   DURABLY MARKED AND DATED ON ALL ELECTRICAL APPARATUS   AND NEC 110.16 ARC-FLASH HAZARD WARNING LABELS   REQUIRED.   8. PER FBC EC 405.7.3- SHOW VOLTAGE DROP CALCULATIONS   FOR FEEDERS AND BRANCH CIRCUITS.   9. MULTIPLE AREAS NEED TO SHOW GFCI PROTECTED PER NEC   210.8B5- IF WITHIN 6FT OF SINK ALL TO BE GFCI.   10. PER FBC EC 405.7- 50% OF ALL RECEPTACLES 125V, 15   AND 20A MUST BE AUTOMATICALLY CONTROLLED WHERE   INSTALLED IN PRIVATE OFFICES, OPEN OFFICES, AND   COMPUTER CLASSROOMS. THIS INCLUDES THOSE INSTALLED IN   MODULAR PARTITIONS. SHOW COMPLIANCE. ENERGY INPUT DATA   REPORT NOT PROVIDED   11. LABEL GFCI ALL RECEPTACLES IN THE MEN?S AND WOMEN?S   LOCKER ROOMS PER NEC 210.8B7   12. LABEL GFCI ALL RECEPTACLES WITHIN 6FT OF SINKS,   LAUNDRY, KITCHEN AND PREP AREA AND MULTIPLE AREAS NEC   210.8B5   13. SHEET E2.01 AND ABOVE REFLECTS DRINKING FOUNTAINS,   LABEL ALL RECEPTACLES TO BE GFCI PROTECTED NEC 422.52   MULTIPLE LOCATIONS   14. ADDRESS ALL FIRE REVIEWER COMMENTS RELATED TO   ELECTRICAL. FBC 107.3.5   15. AT ROOFTOP AND EXTERIOR LOCATIONS LABEL MULTIPLE   RECEPTACLES TO BE WP/GFCI RATED. NEC 406.9B   16. ALL GUEST UNITS TO BE PROVIDED WITH TAMPER   RESISTANT RECEPTACLES. PROVIDE A NOTE. NEC 406.13   17. CLARIFY VERIFY ENTIRE RISER DIAGRAM. NOTES DO NOT   MATCH, SEE ITEM15?? PLEASE ID ELECTRICAL ONE LINE WITH   SERVICE AND FEEDER CONDUCTOR SIZES, ALL INFO NEEDED ON   ONE LINE. FBC 107.3.5   18. CLARIFY GROUNDING ELECTRODE CONDUCTOR SIZE FOR   BUILDING STEEL, WATER ETC. NEC 250   19. PROVIDE A NOTE FOR FIRE PUMP FEEDER CONDUCTORS TO   BE 2HR PROTECTED. NEC 695.6A2CD   20. PANEL SCHEDULE HAS MULTIPLE DISCREPANCIES, SEE   PANEL H FOR EXAMPLE, SHOWS 125A TRIP BUT TRANSFORMER   SCHEDULE SHOWS 110A TRIP, WILL NEED TO CORRELATE THIS   AND MULTIPLE OTHERS. ELEVATOR BREAKER FEEDER CONDUCTOR   UNDERSIZED BASED ON TRIP RATING 110A. ALUMINUM #4   SELECTED?? SHUNT TRIP ? REVISIT PANELS ENTIRELY FOR   COMPLIANCE AND CORRELATION. NEC 240, NEC 310.15B16 FBC   107.3.5 MINIMUM PLAN REVIEW   21. A THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME   DUE TO MANY INCONSISTENCIES AND DISCREPANCIES. COMMENTS   MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL FREE TO CONTACT   ME SHOULD YOU HAVE ANY QUESTIONS REGARDING THIS   PROJECT.           VALENTINO PEREZ   ELECTRICAL PLANS EXAMINER II   561-805-6717   [email protected]         Review Stop ENG ENGINEERING CSD Rev No 5 Status P Date 2017-10-20 Cont ID   Sent By squinone Date 2017-10-20 Time   Rev Time 0.00 Received By squinone Date 2017-10-20 Time   Sent To   Notes 2017-10-20 10:06:41 ENGINEERING REVIEW IS BEING DONE UNDER PERMIT   E16100001. Review Stop ENG ENGINEERING CSD Rev No 4 Status F Date 2017-08-16 Cont ID   Sent By skennedy Date 2017-08-16 Time 09:18 Rev Time 0.00 Received By skennedy Date 2017-08-16 Time 09:18 Sent To   Notes 2017-08-16 09:21:26 REVIEWS ARE DOCUMENTED UNDER E16100001. NOTE THE   REQUREMENT TO OBTAIN RIGHT-OF-WAY PERMITS AND ESTABLISH   AN MOT IN ADDITION TO THE REQUIREMENTS OF E16100001. Review Stop ENG ENGINEERING CSD Rev No 3 Status F Date 2017-05-11 Cont ID   Sent By shill Date 2017-05-11 Time 09:37 Rev Time 0.00 Received By shill Date 2017-05-11 Time 09:37 Sent To   Notes 2017-05-11 09:37:37 SEE PREVIOUS TWO ENGINEERING REVIEWS         Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2016-12-29 Cont ID   Sent By mgonzale Date 2016-12-29 Time   Rev Time 1.00 Received By mgonzale Date 2016-12-29 Time   Sent To I Notes 2016-12-29 11:34:41 ADDRESS PLANNING'S COMMENTS. Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2016-10-03 Cont ID   Sent By mgonzal Date 2016-10-03 Time   Rev Time 1.00 Received By mgonzale Date 2016-10-03 Time   Sent To I Notes 2016-10-03 17:18:59 COMMENTS WILL COME THRU ENGINEERING SERVICES.       UNDER REVIEW! Review Stop FIRE FIRE DEPARTMENT Rev No 5 Status P Date 2017-10-04 Cont ID   Sent By wjolin Date 2017-10-04 Time 12:32 Rev Time 0.00 Received By wjolin Date 2017-10-04 Time 12:32 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status F Date 2017-07-14 Cont ID   Sent By wjolin Date 2017-07-14 Time 11:07 Rev Time 0.00 Received By wjolin Date 2017-07-14 Time 09:56 Sent To   Notes 2017-07-14 10:13:02 718 SOUTH DIXIE HIGHWAY - 14 STORY HILTON   PERMIT #16061443   4TH ROUND REVIEW COMMENTS - FIRE DEPARTMENT   NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY   REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE   (2012 EDITION WITH FLORIDA AMENDMENTS.)       ENGINEERING RESPONSE LETTER TO THE FOLLOWING PLAN   REVIEW COMMENTS CONTINUE TO NOT BE FULLY ADDRESSED:       REPEAT COMMENT (4TH REQUEST) - SHEET C-10: PER NFPA 24   SECTION 6.2.1, ALL CONNECTIONS TO PRIVATE FIRE SERVICE   MAINS FOR FIRE PROTECTION SYSTEMS SHALL BE ARRANGED IN   ACCORDANCE WITH ONE OF THE FOLLOWING SO THAT THEY CAN   BE ISOLATED:   (1) A WALL POST INDICATOR VALVE   (2) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING   VALVE NOT LESS THAN 40 FEET FROM THE BUILDING   (3) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM   ACCESSIBLE FROM THE EXTERIOR   (4) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE   ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE   AUTHORITY HAVING JURISDICTION       REPEAT COMMENT (3RD REQUEST) SHEET FP2.05: THE   SPRINKLERS PROTECTING THE FIRST FLOOR RESTAURANT AREA   ARE LOCATED 75 FEET ABOVE THE FLOOR BEING PROTECTED.   THIS ELEVATION DIFFERENCE AND SUSPENDED ARCHITECTURAL   FEATURES WILL CERTAINLY DELAY SPRINKLER ACTIVATION IF   ACTIVATION OCCURS AT ALL. HAS SMOKE/HEAT STRATIFICATION   BEEN EVALUATED FOR THIS TALL CEILING? THIS AREA NEEDS   AN IN-DEPTH ENGINEERING ANALYSIS. NFPA 13 SECTION   8.1(3) INDICATES: SPRINKLERS SHALL BE POSITIONED AND   LOCATED SO AS TO PROVIDE SATISFACTORY PERFORMANCE WITH   RESPECT TO ACTIVATION TIME AND DISTRIBUTION.       WESLEY JOLIN   ASSISTANT FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected] Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date   Cont ID   Sent By   Date 2017-03-14 Time   Rev Time 0.00 Received By wjolin Date 2017-03-14 Time 15:56 Sent To   Notes 2017-03-14 16:00:22 718 SOUTH DIXIE HIGHWAY - 14 STORY HILTON   PERMIT #16061443   3RD ROUND REVIEW COMMENTS - FIRE DEPARTMENT   NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY   REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE   (2012 EDITION WITH FLORIDA AMENDMENTS.)       REPEAT COMMENT (3RD REQUEST) - SHEET C-10: PER NFPA 24   SECTION 6.2.1, ALL CONNECTIONS TO PRIVATE FIRE SERVICE   MAINS FOR FIRE PROTECTION SYSTEMS SHALL BE ARRANGED IN   ACCORDANCE WITH ONE OF THE FOLLOWING SO THAT THEY CAN   BE ISOLATED:   (1) A WALL POST INDICATOR VALVE   (2) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING   VALVE NOT LESS THAN 40 FEET FROM THE BUILDING   (3) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM   ACCESSIBLE FROM THE EXTERIOR   (4) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE   ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE   AUTHORITY HAVING JURISDICTION       SHEET A203, A204, A203A AND A204A APPEAR IN THE DRAWING   SET TWICE WITH DIFFERING FLOOR PLANS. ALSO NEWLY ADDED   SHEETS A203A AND A204A SHOW THE EMERGENCY GENERATOR ON   DIFFERING FLOORS. CHECK ALL MEPF SHEETS; SEVERAL   DUPLICATE SHEETS (PARTICULARLY ELECTRICAL) WITH OLD   FLOOR PLANS ARE IN THE REVISED SET OF DRAWINGS.       SHEET E4.02: PER FFPC SECTION11.9 (NFPA 1) THE   FOLLOWING CONTROLS/INDICATORS COULD NOT BE LOCATED IN   THE EMERGENCY COMMAND CENTER:       (4) STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING   SYSTEMS   (5) CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY   (8) FIRE PUMP STATUS INDICATORS   (9) GENERATOR SUPERVISION DEVICES AND MANUAL START AND   TRANSFER FEATURES   (11) CONTROLS REQUIRED FOR SMOKE CONTROL       REPEAT COMMENT (2ND REQUEST) SHEET FP2.05: THE   SPRINKLERS PROTECTING THE FIRST FLOOR RESTAURANT AREA   ARE LOCATED 75 FEET ABOVE THE FLOOR BEING PROTECTED.   THIS ELEVATION DIFFERENCE AND SUSPENDED ARCHITECTURAL   FEATURES WILL CERTAINLY DELAY SPRINKLER ACTIVATION IF   ACTIVATION OCCURS AT ALL. HAS SMOKE/HEAT STRATIFICATION   BEEN EVALUATED FOR THIS TALL CEILING? WILL THE WATER   DROPLETS FROM STANDARD SPRAY SPRINKLERS BE ABLE TO   REACH THE SEAT OF THE FIRE OR WILL EVAPORATION BE A   FACTOR ALLOWING A FIRE IN THIS AREA GROW TO A SIZE THAT   CANNOT BE CONTROLLED BY THE CEILING SPRINKLERS? THIS   AREA NEEDS AN IN-DEPTH ENGINEERING ANALYSIS.       SHEET K1EP: PROVIDE UL LISTING (OR EQUAL), APPLIANCE   SPECIFICATIONS AND INSTALLATION DATA FOR THE SOLID FUEL   COOKING EQUIPMENT. DATA SHALL INDICATE IF A SUPPRESSION   SYSTEM IS REQUIRED FOR THIS APPLIANCE.       WESLEY JOLIN   ASSISTANT FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]                 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2016-12-08 Cont ID   Sent By wjolin Date 2016-12-08 Time 17:07 Rev Time 0.00 Received By wjolin Date 2016-11-17 Time 14:20 Sent To   Notes 2016-12-08 11:16:43 718 SOUTH DIXIE HIGHWAY - 14 STORY HILTON   PERMIT #16061443   REVIEW COMMENTS - FIRE DEPARTMENT   NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY   REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE   (2012 EDITION WITH FLORIDA AMENDMENTS.)           REPEAT COMMENT - SHEET C-10: THE FIRE LINE BACKFLOW   PREVENTERS CAN BE USED TO CONTROL THE WATER SUPPLY. THE   ADDITIONAL PIVS SHOULD BE ELIMINATED. ALSO PER NFPA 24   SECTION 6.2.1, ALL CONNECTIONS TO PRIVATE FIRE SERVICE   MAINS FOR FIRE PROTECTION SYSTEMS SHALL BE ARRANGED IN   ACCORDANCE WITH ONE OF THE FOLLOWING SO THAT THEY CAN   BE ISOLATED:   (1) A WALL POST INDICATOR VALVE   (2) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING   VALVE NOT LESS THAN 40 FEET FROM THE BUILDING   (3) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM   ACCESSIBLE FROM THE EXTERIOR   (4) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE   ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE   AUTHORITY HAVING JURISDICTION       SHEET A1.14: PLANS INDICATE A COMMON PATH OF TRAVEL   DISTANCE OF 115 FEET FROM STORAGE #405. THE FIRE CODE   LIMITS THE COMMON PATH OF TRAVEL TO 100 FEET IN STORAGE   OCCUPANCIES.       REPEAT COMMENT: NO 3 FOOT HIGH PONY WALL PROVIDED. THE   DETAILS ON THE ARCHITECTURAL AND FIRE PROTECTION   DRAWINGS ARE INSUFFICIENT TO ENSURE GLAZING DESIGN,   MULLION DEPTHS AND SPRINKLER COVERAGE IS CORRECT.   ORIGINAL COMMENT - SHEET A1.12 & A8.05: PLANS INDICATE   THE USE OF TYCO WINDOW SPRINKLERS (WINDOW TYPES UU, WW   & YY) IN LIEU OF FIRE RATED GLAZING. PROVIDE A   SPRINKLER INSTALLATION WINDOW DETAIL ACCORDING TO THE   MANUFACTURER'S LISTING CRITERIA. THE SPRINKLER LISTING   DETAILS ARE VERY PARTICULAR AND REQUIRE SPRINKLERS ON   BOTH SIDES OF THE GLAZING. THE MAXIMUM GLAZING HEIGHT   IS LIMITED TO 13 FEET. THE GLASS CURTAIN WALL NEEDS TO   BE ATTACHED TO A THREE FOOT HIGH PONY WALL TO KEEP   COMBUSTIBLE MATERIALS AT LEAST TWO-INCHES AWAY FROM THE   GLAZING. VERTICAL MULLIONS SHALL BE OF A DEPTH THAT   PREVENTS COLD SOLDERING OF ADJACENT SPRINKLERS. THE   SPRINKLER DESIGN SHOULD INDICATE WHICH WINDOW SPRINKLER   MODEL WILL BE USED (HORIZONTAL SIDEWALL OR PENDENT   VERTICAL SIDEWALL) AS THIS WILL AFFECT HOW DEEP THE   VERTICAL MULLIONS NEED TO BE. A MULLION WILL ACT AS A   BAFFLE WHEN THE MULLION EXTENDS TO THE BACK OF   SPRINKLER DEFLECTOR (PENDENT VERTICAL SIDEWALL) OR WHEN   THE MULLION EXTENDS TO THE SPRINKLER WRENCH FLAT   (HORIZONTAL SIDEWALL).       SHEET P2.04: PIPE SHALL NOT BE ROUTED THROUGH THE FIRE   RATED EXIT STAIR ENCLOSURE OF STAIR #3. THIS IS   PROHIBITED BY NFPA 101.       REPEAT COMMENT: THE GREASE DUCT DISCHARGE IS NOT PER   NFPA 96 SECTION 7.8.3. THE GENERATOR AIR INTAKE IS   DIRECTLY ABOVE THE GREASE DUCT EXHAUST. PER NFPA 96 THE   CLOSEST POINT OF ANY AIR INTAKE OR OPERABLE DOOR OR   WINDOW ABOVE THE PLANE OF THE EXHAUST TERMINATION SHALL   BE A MINIMUM OF 10 FEET IN DISTANCE, PLUS 3-INCHES FOR   EACH 1 DEGREE FROM HORIZONTAL, THE ANGLE OF DEGREE   BEING MEASURED FROM THE CENTER OF THE EXHAUST   TERMINATION TO THE CENTER OF THE AIR INTAKE OR OPERABLE   DOOR OR WINDOW, AS INDICATED IN FIGURE 7.8.3.   ORIGINAL COMMENT - SHEET M2.01: THE THREE KITCHEN   EXHAUST FANS INDICATE SIDEWALL DISCHARGE; HOWEVER, THE   AIR LOUVERS FOR THE GARAGE APPEAR TO BE LOCATED WITHIN   32 FEET OF THE GREASE DUCT DISCHARGE PER NFPA 96   SECTION 7.8.3.       SHEET FP2.02: PROVIDE STANDPIPE AND HOSE VALVES IN NEW   STAIR #3.           SHEET FP2.02: HOW WILL THE TYCO WINDOW SPRINKLERS ON   THE WEST SIDE OF THE GLAZING BE ATTACHED TO THE   STRUCTURE? TWO SPRINKLERS ARE LOCATED ON THE VERTICAL   MULLION. WHAT IS THE DEPTH OF THE MULLION AND HOW WILL   BE ENSURED THAT THE ENTIRE SURFACE OF THE GLAZING IS   WETTED? WHAT WINDOW SPRINKLER MODEL IS BEING USED   (PENDENT VERTICAL SIDEWALL OR HORIZONTAL SIDEWALL)?   SPRINKLER SCHEDULE INDICATES THE USE OF A VIKING   SPRINKLER.       SHEET FP2.05: THE SPRINKLERS PROTECTING THE FIRST FLOOR   RESTAURANT AREA ARE LOCATED 75 FEET ABOVE THE FLOOR   BEING PROTECTED. THIS ELEVATION DIFFERENCE AND   SUSPENDED ARCHITECTURAL FEATURES WILL CERTAINLY DELAY   SPRINKLER ACTIVATION IF ACTIVATION OCCURS AT ALL. HAS   SMOKE/HEAT STRATIFICATION BEEN EVALUATED FOR THIS TALL   CEILING? WILL THE WATER DROPLETS FROM STANDARD SPRAY   SPRINKLERS BE ABLE TO REACH THE SEAT OF THE FIRE OR   WILL EVAPORATION BE A FACTOR ALLOWING A FIRE IN THIS   AREA GROW TO A SIZE THAT CANNOT BE CONTROLLED BY THE   CEILING SPRINKLERS? THIS AREA NEEDS AN IN-DEPTH   ENGINEERING ANALYSIS.       RESPONSE COMMENT - NOTE #32 ON SHEET FP0.00 INDICATES   THE CONTRACTOR IS RESPONSIBLE FOR PRESSURE CONTROL.   CONCEPTUAL SYSTEM PRESSURE CONTROL WILL NEED TO BE   SHOWN TO A DETERMINED FLOOR LEVEL AND BE PROVIDED ON   THE FIRE PROTECTION ENGINEERING DOCUMENTS WHILE ACTUAL   PRESSURE CONTROL WILL NEED TO BE SHOWN THE SPRINKLER   SHOP DRAWINGS.   ORIGINAL COMMENT - SHEET FP4.01: SPRINKLER AND   STANDPIPE SYSTEM PRESSURES APPEAR TO EXCEED 165PSIG AND   175PSIG RESPECTIVELY WITH NO MEASURES OF CONTROL.       SHEET K1EP: PLAN INDICATES THE USE OF A WOOD FIRED   PIZZA OVEN. HOW IS THIS OVEN BEING PROTECTED IN   ACCORDANCE WITH NFPA 96 FOR SOLID FUEL COOKING   OPERATIONS CONCERNING VENTING, FIRE SUPPRESSION, SOLID   FUEL STORAGE, EXHAUST VENT CLEANING/MAINTENANCE,   FLEXIBLE WATER HOSE, ASH DISPOSAL? SUBMIT PRODUCT AND   INSTALLATION MANUAL FOR WOOD FIRED PIZZA OVEN.       WESLEY JOLIN   ASSISTANT FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]     Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2016-07-06 Cont ID   Sent By wjolin Date 2016-07-06 Time 14:30 Rev Time 0.00 Received By wjolin Date 2016-07-01 Time 09:58 Sent To   Notes 2016-07-01 10:01:51 718 SOUTH DIXIE HIGHWAY - 14 STORY HILTON   PERMIT #16061443   REVIEW COMMENTS - FIRE DEPARTMENT   NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY   REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE   (2012 EDITION WITH FLORIDA AMENDMENTS.)       THE CITY OF WEST PALM BEACH REQUIRES CONSTRUCTION   TRAILERS LARGER THAN A SINGLE "DOUBLE WIDE" (OR TWO   "SINGLE WIDE") TO EITHER BE PROTECTED BY AN AUTOMATIC   SPRINKLER SYSTEM OR COMPLY WITH THE SEPARATION   REQUIREMENTS OF NFPA 241. TEMPORARY CONSTRUCTION   TRAILERS OR MODULAR BUILDINGS WILL REQUIRE A PERMIT AND   COMPLIANCE WITH THE FOLLOWING:   PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,   ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:   TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF   COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE   CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,   TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.   PER TABLE 4.2.1:   1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 30 FEET   2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 35 FEET   3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 40 FEET   4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 45 FEET   5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 50 FEET   6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE   SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET   **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL   BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC   SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.       PROVIDE DRAWING NOTE INDICATING ALL CONSTRUCTION WORK   SHALL CONFORM TO THE REQUIREMENTS OF NFPA 241. TRASH   AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE   DAILY. SMOKING SHALL BE PROHIBITED EXCEPT IN DESIGNATED   EXTERIOR AREAS. ALL OTHER DEMOLITION OR CONSTRUCTION   AREAS SHALL HAVE "NO SMOKING" SIGNS POSTED. WHERE   SMOKING IS PERMITTED, SAFE RECEPTACLES FOR SMOKING   MATERIALS SHALL BE PROVIDED.       PER NFPA 241, NEW FIRE HYDRANTS SHALL BE INSTALLED,   INSPECTED, TESTED AND APPROVED PRIOR TO THE   COMMENCEMENT OF VERTICAL CONSTRUCTION.       FIRE SERVICE ELEVATORS: PLANS SHOW ONE FIRE SERVICE   ELEVATOR; CONFIRM TWO ARE NOT REQUIRED BY THE FBC FOR   BUILDINGS WITH AN OCCUPIABLE FLOOR ABOVE 120 FEET.       SHEET C-10: THE FIRE LINE BACKFLOW PREVENTERS CAN BE   USED TO CONTROL THE WATER SUPPLY. THE ADDITIONAL PIVS   SHOULD BE ELIMINATED. ALSO PER NFPA 24 SECTION 6.2.1,   ALL CONNECTIONS TO PRIVATE FIRE SERVICE MAINS FOR FIRE   PROTECTION SYSTEMS SHALL BE ARRANGED IN ACCORDANCE WITH   ONE OF THE FOLLOWING SO THAT THEY CAN BE ISOLATED:   (1) A WALL POST INDICATOR VALVE   (2) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING   VALVE NOT LESS THAN 40 FEET FROM THE BUILDING   (3) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM   ACCESSIBLE FROM THE EXTERIOR   (4) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE   ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE   AUTHORITY HAVING JURISDICTION       SHEET A0.01: PROJECT DATA BUILDING DESCRIPTION   INDICATES THIS IS A 6-STORY MID-RISE BUILDING IN LIEU   OF A HIGH-RISE BUILDING.       SHEET A1.12: ONE FIRE OR OTHER EMERGENCY EVENT HAS THE   ABILITY TO PROHIBIT THE USAGE OF STAIR #2 AND STAIR #3   SIMULTANEOUSLY. PER SECTION 7.5.1.3.1 WHERE MORE THAN   ONE EXIT, EXIT ACCESS, OR EXIT DISCHARGE IS REQUIRED   FROM A BUILDING OR PORTION THEREOF, SUCH EXITS, EXIT   ACCESSES, OR EXIT DISCHARGES SHALL BE REMOTELY LOCATED   FROM EACH OTHER AND BE ARRANGED TO MINIMIZE THE   POSSIBILITY THAT MORE THAN ONE HAS THE POTENTIAL TO BE   BLOCKED BY ANY ONE FIRE OR OTHER EMERGENCY CONDITION.       SHEET A1.12: STAIR #3 ONLY INDICATES TWO OF THE FOUR   WALLS HAVE A FIRE RESISTANCE RATING.       SHEET A1.12 & A8.05: PLANS INDICATE THE USE OF TYCO   WINDOW SPRINKLERS (WINDOW TYPES UU, WW & YY) IN LIEU OF   FIRE RATED GLAZING. PROVIDE A SPRINKLER INSTALLATION   WINDOW DETAIL ACCORDING TO THE MANUFACTURER'S LISTING   CRITERIA. THE SPRINKLER LISTING DETAILS ARE VERY   PARTICULAR AND REQUIRE SPRINKLERS ON BOTH SIDES OF THE   GLAZING. THE MAXIMUM GLAZING HEIGHT IS LIMITED TO 13   FEET. THE GLASS CURTAIN WALL NEEDS TO BE ATTACHED TO A   THREE FOOT HIGH PONY WALL TO KEEP COMBUSTIBLE MATERIALS   AT LEAST TWO-INCHES AWAY FROM THE GLAZING. VERTICAL   MULLIONS SHALL BE OF A DEPTH THAT PREVENTS COLD   SOLDERING OF ADJACENT SPRINKLERS. THE SPRINKLER DESIGN   SHOULD INDICATE WHICH WINDOW SPRINKLER MODEL WILL BE   USED (HORIZONTAL SIDEWALL OR PENDENT VERTICAL SIDEWALL)   AS THIS WILL AFFECT HOW DEEP THE VERTICAL MULLIONS NEED   TO BE. A MULLION WILL ACT AS A BAFFLE WHEN THE MULLION   EXTENDS TO THE BACK OF SPRINKLER DEFLECTOR (PENDENT   VERTICAL SIDEWALL) OR WHEN THE MULLION EXTENDS TO THE   SPRINKLER WRENCH FLAT (HORIZONTAL SIDEWALL).       SHEET A1.16: CORRIDOR DOORS USED TO SHRINK THE DEAD-END   TRAVEL SHALL BE MARKED WITH OBVIOUS SIGNAGE STATING "NO   EXIT." TYPICAL.       SHEET A1.20: STAIR #2 MISSING THE FIRE RESISTANCE   RATING.       SHEET ID-210.C: THE TABLES AND CHAIRS COMPLETELY   OBSTRUCT THE TWO SECONDARY MEANS OF EGRESS IN MEETING   ROOM 1B (#218).       SHEET ID-230.C: COORDINATION IS NEEDED BETWEEN THE   FURNITURE PLAN AND THE LIFE SAFETY EGRESS PLAN.       SHEET P2.02: GAS AND WATER PIPE SHALL NOT BE ROUTED   THROUGH THE FIRE RATED EXIT STAIR ENCLOSURE OF STAIR   #1. THIS IS PROHIBITED BY NFPA 101.       SHEET M2.01: DUCTWORK, NOT ESSENTIAL TO THE FUNCTION OF   THE STAIR, IS ROUTED THROUGH THE FIRE RATED EXIT   PASSAGEWAY OF STAIR #1. THIS IS PROHIBITED BY NFPA 101.       SHEET M2.01: KITCHEN SUPPLY FAN DUCTWORK IS ROUTED   THROUGH THE FIRE PUMP ROOM. THIS IS PROHIBITED BY NFPA   20.       SHEET M2.01: THE THREE KITCHEN EXHAUST FANS INDICATE   SIDEWALL DISCHARGE; HOWEVER, THE AIR LOUVERS FOR THE   GARAGE APPEAR TO BE LOCATED WITHIN 32 FEET OF THE   GREASE DUCT DISCHARGE PER NFPA 96 SECTION 7.8.3.       SHEET M2.06: MECHANICAL PLANS INDICATE A 2-HOUR FIRE   RATED CEILING IS NEEDED TO CONCEAL DUCTWORK IN STAIR   #1. THIS IS NOT COORDINATED WITH THE ARCHITECTURAL   DRAWINGS THAT SHOW THIS AREA AS NO CEILING - OPEN TO   STRUCTURE.       SHEET M8.01 - SMOKE CONTROL: PER SECTION 9.3.3   ACCEPTANCE TESTING SHALL BE PERFORMED BY A SPECIAL   INSPECTOR. SPECIAL INSPECTIONS AND TESTS SHALL BE   PERFORMED TO VERIFY THE OPERATION OF THE FIRE   PROTECTION SYSTEM IN ITS FINAL CONDITION FOR ACCEPTANCE   BY THE AUTHORITY HAVING JURISDICTION. THE SPECIAL   INSPECTOR'S RELEVANT EXPERIENCE IN THE DESIGN,   INSTALLATION, AND TESTING OF THE FIRE PROTECTION   SYSTEMS BEING TESTED SHALL BE DOCUMENTED. THE DESIGN   DOCUMENTS SHALL PROVIDE THE PROCEDURES AND METHODS TO   BE USED AND ITEMS SUBJECT TO SPECIAL INSPECTIONS AND   TESTS. THE SPECIAL INSPECTOR SHALL SUBMIT AN INSPECTION   AND TEST REPORT TO THE AUTHORITY HAVING JURISDICTION   AND REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE   CHARGE. PER FBC SECTION 909.18.8.2: SPECIAL INSPECTORS   SHALL HAVE EXPERTISE IN FIRE PROTECTION ENGINEERING,   MECHANICAL ENGINEERING AND CERTIFICATION AS AIR   BALANCERS. DEVICES USED FOR SMOKE CONTROL SHALL HAVE AN   APPROVED IDENTIFYING TAG OR MARK ON THEM INDICATING THE   LAST TIME THEY WERE TESTED AND BY WHOM.       SHEET E2.02A: CONFIRM EMERGENCY LIGHTING HAS BEEN   PROVIDED ALONG THE MEANS OF EGRESS PATHS INSIDE THE   ASSEMBLY OCCUPANCY MEETING ROOMS.       SHEET E2.06: NO ILLUMINATED EXIT SIGNS PROVIDED FOR   OPEN-AIR TERRACE #634 OR ON FAR WEST CORRIDOR DOOR NEAR   COLUMN LINE 8.       SHEET E2.07: NO ILLUMINATED EXIT SIGNS PROVIDED IN FIRE   SERVICE ELEVATOR LEADING INTO EXIT STAIR #1. TYPICAL.       SHEET E2.09: INSUFFICIENT QUANTITY OF ILLUMINATED EXIT   SIGNS PROVIDED. WITHOUT ADDITIONAL SIGNAGE, THE CURRENT   SIGNS CANNOT BE READILY VIEWED BY MOST OCCUPANTS IN THE   POOL DECK AND BAR AREAS.       SHEET E4.01: PLANS INDICATE TO PROVIDE PANIC HARDWARE   ON THE EXIT DOOR FOR EMERGENCY POWER #107; HOWEVER,   THIS DOOR SWING WILL NEED TO BE REVERSED FOR PANIC   HARDWARE USAGE.       SHEET E4.02: COULD NOT LOCATE THE FOLLOWING: THE   FIRE-FIGHTERS' SMOKE CONTROL PANEL, GENERATOR MANUAL   START/TRANSFER, STATUS INDICATORS AND CONTROLS FOR AIR   DISTRIBUTION SYSTEM AND ELEVATOR RECALL SWITCHES WITH   POWER SELECTOR SWITCHES.       FIRE COMMAND CENTER:   PER FFPC SECTION 11.9.4 AND FBC SECTION 911.1.5 - THE   FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND SHALL   CONTAIN THE FOLLOWING FEATURES:   1. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM   CONTROL UNIT.   2. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.   3. FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR.   4. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF   THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL.   5. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION   SYSTEMS.   6. THE FIRE-FIGHTERS' CONTROL PANEL REQUIRED BY SECTION   909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN THE   BUILDING.   7. CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY.   8. SPRINKLER VALVE AND WATERFLOW DETECTOR DISPLAY   PANELS   9. EMERGENCY AND STANDBY POWER STATUS INDICATORS.   10. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED   ACCESS TO THE PUBLIC TELEPHONE SYSTEM.   11. FIRE PUMP STATUS INDICATORS.   12. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL   FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF   EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING   EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION   OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE   BARRIERS AND SMOKE PARTITIONS.   13. WORK TABLE.   14. GENERATOR SUPERVISION DEVICES, MANUAL START AND   TRANSFER FEATURES.   15. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED   BY OTHER SECTIONS OF THIS CODE.   16. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME   A17.1.   17. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR   SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS   PROVIDED.       SHEET E5.01: FEEDER SCHEDULE INDICATES F-10 AS A 2-INCH   CONCRETE ENCASEMENT OF CONDUCTORS FOR THE FIRE PUMP;   HOWEVER, THIS SYMBOL IS NOT LOCATED ON THE PLAN.       SHEET E5.01: COULD NOT LOCATE THE FIRE PROTECTION   JOCKEY PUMP AND ASSOCIATED CONTROL PANEL.       SHEET E5.01: RISER DIAGRAM INDICATES RISER KEY NOTE #15   ON THE FIRE PUMP CONTROL PANEL; HOWEVER, THE DRAWING   KEYNOT SCHEDULE STOPS AT #12.       SHEET FP2.02: ARCHITECTURAL PLANS INDICATE THE USE OF   TYCO WINDOW SPRINKLERS FOR THE GLASS CURTAINWALL;   HOWEVER, THIS DESIGN CONCEPT IS NOT DEPICTED ON THE   FIRE PROTECTION ENGINEERING DRAWINGS.       SHEET FP4.01: SPRINKLER AND STANDPIPE SYSTEM PRESSURES   APPEAR TO EXCEED 165PSIG AND 175PSIG RESPECTIVELY WITH   NO MEASURES OF CONTROL.       SHEET FA2.01: INFORMATION TEXT BOX IS CUT OFF NEAR THE   FIRE PUMP ROOM.       SHEET FA4.02: CONFIRM THE USE OF A BIDIRECTIONAL   AMPLIFIER RADIO SYSTEM (BDA) WITH FIREFIGHTER PHONE   JACKS AS A BACK-UP.       WESLEY JOLIN   ASSISTANT FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]         Review Stop G GAS REVIEW Rev No 5 Status P Date 2017-10-19 Cont ID   Sent By tklarge Date 2017-10-19 Time 09:24 Rev Time 0.00 Received By tklarge Date 2017-10-19 Time 03:19 Sent To   Notes ***NONE*** Review Stop G GAS REVIEW Rev No 4 Status F Date 2017-08-11 Cont ID   Sent By tklarge Date 2017-08-11 Time 12:17 Rev Time 0.00 Received By tklarge Date 2017-08-11 Time 11:37 Sent To   Notes 2017-08-11 11:38:09 1) SHT. M2.09 - POOL EQUIPMENT ROOM COMBUSTION AIR   CALCULATIONS - A REFERENCE IS MADE TO THE 2014 FUEL GAS   CODE SEC.304.6.2.THIS SECTION REFERS TO ONE PERMANENT   OPENING FOR COMBUSTION AIR YET THE PLAN REFERS TO TWO   OPENINGS. CLARIFY.   2) SHT. M2.09 - POOL EQUIPMENT ROOM COMBUSTION AIR   CALCULATIONS - A REFERENCE IS MADE TO THE 2014 FUEL GAS   CODE SEC.304.6.2.THIS SECTION REQIURES THE COMBUSTION   AIR OPENING TO HAVE 1 SQUARE INCH PER 3,000 BTU'S YET   THE PLAN NOTES THE TOTAL BTU LOAD BEING DIVIDED BY   4,000. CLARIFY.   3) PLEASE CLARIFY HOW THE 1058 FREE SQ. INCH AREA WAS   DETERMINED. SEC. 304.10 OF THE 2014 FGC NOTES THAT   METAL LOUVERSAND GRILLES WILL BE ASSUMED TO HAVE A 75   PERCENT FREE AREA. THE DIMENSION OF THE LOUVERS ARE   SHOWN AS 54 X 36= 1944 X.75 = 1458 SQ. INCHES PER   LOUVER. CLARIFY.   4) SPECIFICATIONS HAVE BEEN SUBMITTED FOR GAS SUPPLIED   MID-RANGE IRONERS BUT THIS EQUIPMENT IS NOT SHOWN ON   THE GAS RISER AND THE BTU LOAD IS NOT INCLUDED IN THE   TOTAL. CLARIFY.SUBMIT COMBUSTION AIR CALCULATIONS FOR   THIS PIECE OF EQUIPMENT.   5) SHT. M2.02 - LAUNDRY APPLIANCE CALCULATIONS REFER TO   SF-2.1 TWICE. CLARIFY.THE PLAN ALSO NOTES THAT THEY ARE   THE MAKEUP AIR FANS FOR DBF 2.2 & 2.3. THE FAN SCHEDULE   ON SHT. M6.01 NOTES THESE UNITS AS "NOT USED." CLARIFY.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]     Review Stop G GAS REVIEW Rev No 3 Status F Date 2017-03-20 Cont ID   Sent By tklarge Date 2017-03-20 Time 12:49 Rev Time 0.00 Received By tklarge Date 2017-03-20 Time 09:36 Sent To   Notes 2017-03-20 10:25:56 1) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE GAS   REGULATORS. THE SUBMITTED NARRATIVE RESPONSE REFERS TO   AN ATTACHED KITCHEN BROCHURE BY DEI. I COULD NOT FIND   ANY BROCHURE FROM DEI. CLARIFY. 2014 FBC-FUEL GAS   SECS.410.1, 410.2. 3RD REQUEST.   2) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR ALL   GAS EQUIPMENT AND APPLIANCES. GAS APPLIANCES REGULATED   BY THE FUEL GAS CODE SHALL BE LISTED AND LABELED PER   2014 FBC-FUEL GAS SEC.301.3. 2ND REQUEST.THE NARRATIVE   RESPONSE REFERS TO A KITCHEN EQUIPMENT BROCHURE BY   DEI.I COULD NOT FIND ANY SUCHBRROCHURE FROM DEI.   CLARIFY.   3) SHT. M2.01 & M2.02 - COMBUSTION AIR CALCULATIONS -   WHERE COMBUSTION AIR IS MECHANICALLY SUPPLIED THROUGH   AN HVAC SYSTEM, THE SYSTEM MUST DELIVER THE REQUIRED   COMBUSTION AIR RATE ABOVE AND BEYOND ANY OUTDOOR AIR   RATE SUPPLIED FOR VENTILATION OF THE OCCCUPIED   SPACES.THE HVAC SYSTEM MUST ALSO BE INTERLOCKED WITH   THE APPLIANCE(S) AS REQUIRED BY 2014 FBC FUEL GAS   SEC.304.9.2. NEITHER CONTINUOUS OPERATION NOR PARALLEL   OPERATION OF THE HVAC SYSTEM SATISFIES THE REQUIREMENT   FOR A TRUE INTERLOCK AS REQUIRED BY 304.9.2. I CANNOT   DETERMINE HOW THE REQUIREMENT FOR THE COMBUSTION AIR IN   SEC. 304.9.3 HAS BEEN MET. CLARIFY.   4) SHT.K1PRS SHOWS GAS APPLIANCE PBF-1 (DECK   OVEN/PIZZA) AT 140 MBTU.I DO NOT SEE THIS APPLIANCE OR   THE BTU VALUE ON THE GAS PLANS / RISER. SHOW ALL GAS   APPLIANCES ON THE GAS RISER AND THE CORRESPONDING BTU   LOAD. 2014 FBC-FUEL GAS SEC.402.2. THE NARRATIVE   RESPONSE REFERS TO A KITCHEN EQUIPMENT BROCHURE BY   DEI.I COULD NOT FIND ANY SUCHBRROCHURE FROM DEI.   CLARIFY.   5) SHT. P4.01 - I HAVE ADDED THE BTU LOAD OF EACH GAS   APPLIANCE LISTED IN THE KEY NOTES 4 TIMES AND I STILL   ARRIVE AT A TOTAL BTU LOAD OF 4363 MBTU'S. CLARIFY.       THE FOLLOWING ITEMS WILL BE DEFERRED SUBMITTALS:   1) SPECIFICATIONS FOR THE BOILER,VENT DETAILS,VENT   PIPING, ETC.   2) DETAILS FOR THE DRYER VENTS,VENT MATERIAL, ETC.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]         Review Stop G GAS REVIEW Rev No 2 Status F Date 2016-12-28 Cont ID   Sent By tklarge Date 2016-12-28 Time 06:51 Rev Time 0.00 Received By tklarge Date 2016-12-27 Time 11:20 Sent To   Notes 2016-12-27 11:56:19 GAS REVIEW   1) SHOW THE DEVELOPED LENGTH OF THE PIPING FROM THE   SECOND STAGE REGULATOR TO THE FURTHEST OUTLET. THIS   DISTANCE IS USED FOR THE SIZING OF THE LOW PRESSURE   SYSTEM.2ND REQUEST.   2) SHT. P4.10 - THE BTU LOAD FOR THE TWO DOMESTIC   BOILERS ADDS TO 1,500 MBTU BUT THE PLANS SHOW 1,700   MBTU. CLARIFY. 2ND REQUEST.   3) SHT. P4.10 - KEYNOTE #10 SHOWS TWO BOILERS AT 199   MBTU EACH WHICH IS 398 MBTU BUT THE RISER SHOWS 798   MBTU. CLARIFY.2ND REQUEST.   4) MY CALCULATION OF BTU'S AT ONE SECTION OF THE GAS   RISER IS 1,898 MBTU BUT THE PLAN SHOWS 2,498 MBTU.   THERE IS ANOTHER SECTION WITH A BTU LOAD OF 3,698 MBTU   AND MY CALCULATIONS ADD TO 3,098 MBTU. CLARIFY.2ND   REQUEST.   5) THE TOTAL BTU LOAD ON THE SYSTEM SHOULD BE 4,413   MBTU. PLEASE CHECK THE CALCULATIONS.2ND REQUEST.   6) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR THE   GAS REGULATORS. FGC SEC. 410.1, 410.2.2ND REQUEST.THE   NARRATIVE REFERS TO NOTE #13 ON SHT. P4.10 - NOTE #13   REFERS TO THE VENTLESS PRESSURE REGULATOR.   7) SUBMIT MANUF. SPECIFICATION SHEETS FOR THE ALL GAS   EQUIPMENT AND APPLIANCES. APPLIANCES REGULATED BY THE   CODE SHALL BE LISTED AND LABELED. FGC 301.3.   8) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR ALL GAS   FIRED EQUIPMENT (KITCHEN EQUIPMENT, DRYERS, POOL   EQUIPMENT, BOILERS, ETC.) PER FGC SEC. 304. SEE FGC   SEC. 304.9.3 FOR COMBUSTION AIR BEING SUPPLIED BY   MECHANICAL SYSTEMS.   9) SHT. M2.01 - KITCHEN GAS APPLIANCE CALCULATIONS - IN   ACCORDANCE WITH 2014 FBC-FUEL GAS SEC.304.9.3 - THE   MAKEUP AIR FOR THE EXHAUST FOR THE HOOD CANNOT BE USED   TO SUPPLY COMBUSTION AIR TO THE APPLIANCES.   10) SUBMIT SPECIFICATIONS FOR THE BOILER, VENT DETAILS,   VENT PIPING, ETC. WPB AMEND. TO FBC SEC. 107.2.1.   11) SUBMIT DETAILS FOR DRYER VENTS, TERMINATION POINTS,   VENT MATERIAL, ETC. WPB AMEND. TO FBC SEC. 107.2.1.   12) SHT. K1 PRS SHOWS GAS APPLIANCE PBF-1 (DECK   OVEN/PIZZA) AT 140 MBTU. I DO NOT SEE THIS APPLIANCE OR   THE BTU VALUE ON THE GAS PLANS. CLARIFY.   13) SUBMIT SPECS .FOR THE PVC VENTS FOR THE BOILERS TO   CONFIRM PVC IS APPROVED.SHOW THE HEIGHT ABOVE THE ROOF,   ANCHORING DETAILS (IF APPLICABLE), COMPLY WITH 2014   FBC-FUEL GAS SEC.   14) SUBMIT DETAILS FOR THE DRYER VENTS, VENT MATERIAL,   HEIGHT ABOVE ROOF, ANCHORING DETAILS (IF APPLICABLE).   IF PVC IS USED, SUBMIT DETAILS FROM DRYER MANUF. TO   SHOW PVC IS APPROVED TO BE USED.ROOF THE RESPONSE   NARRATIVE REFERS TO SHT. M2.10, NOTES #2,3,& 4. THESE   NOTES HAVE NOTHING TO DO WITH THE DRYER VENTS. THE   LAUNDRY IS ON THE 2ND FLOOR, NOT THE ROOF.   15) INDICATE THE POOL/SPA BOILERS ON THE PLANS.WPB   AMEND. TO FBC SEC. 107.2.1.       TIM LARGE   CHIEF PLUMBING INSPECTOR   561-805 PLUMBING PLAN REVIEW   -6692   [email protected]         Review Stop G GAS REVIEW Rev No 1 Status F Date 2016-08-16 Cont ID   Sent By tklarge Date 2016-08-16 Time 13:50 Rev Time 0.00 Received By tklarge Date 2016-08-16 Time 13:47 Sent To   Notes 2016-08-16 13:47:46 GAS REVIEW   1) SHT. P4.10 - GAS GENERAL NOTES ? AFTER THE SECOND   STAGE REGULATOR PRESSURE IS NOTED AS 2 PSI YET THE   TABLE THAT IS REFERENCED IS FOR LESS THAN A 2 PSI   SYSTEM (402.4) (2). REVISE THE NOTE.   2) SHOW THE DEVELOPED LENGTH OF THE PIPING FROM THE   SECOND STAGE REGULATOR TO THE FURTHEST OUTLET. THIS   DISTANCE IS USED FOR THE SIZING OF THE LOW PRESSURE   SYSTEM.   3) SHT. P4.10 - THE BTU LOAD FOR THE TWO DOMESTIC   BOILERS ADDS TO 1,500 MBTU BUT THE PLANS SHOW 1,700   MBTU. CLARIFY.   4) SHT. P4.10 - KEYNOTE #10 SHOWS TWO BOILERS AT 199   MBTU EACH WHICH IS 398 MBTU BUT THE RISER SHOWS 798   MBTU. CLARIFY.   5) MY CALCULATION OF BTU'S AT ONE SECTION OF THE GAS   RISER IS 1,898 MBTU BUT THE PLAN SHOWS 2,498 MBTU.   THERE IS ANOTHER SECTION WITH A BTU LOAD OF 3,698 MBTU   AND MY CALCULATIONS ADD TO 3,098 MBTU. CLARIFY.   6) THE TOTAL BTU LOAD ON THE SYSTEM SHOULD BE 4,413   MBTU. PLEASE CHECK THE CALCULATIONS.   7) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR THE   GAS REGULATORS. FGC SEC. 410.1, 410.2.   8) SUBMIT MANUF. SPECIFICATION SHEETS FOR THE ALL GAS   EQUIPMENT AND APPLIANCES. APPLIANCES REGULATED BY THE   CODE SHALL BE LISTED AND LABELED. FGC 301.3.   9) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR ALL GAS   FIRED EQUIPMENT (KITCHEN EQUIPMENT, DRYERS, POOL   EQUIPMENT, BOILERS, ETC.) PER FGC SEC. 304. SEE FGC   SEC. 304.9.3 FOR COMBUSTION AIR BEING SUPPLIED BY   MECHANICAL SYSTEMS.   10) SUBMIT SPECIFICATIONS FOR THE BOILER, VENT DETAILS,   VENT PIPING, ETC. WPB AMEND. TO FBC SEC. 107.2.1.   11) SUBMIT DETAILS FOR DRYER VENTS, TERMINATION POINTS,   VENT MATERIAL, ETC. WPB AMEND. TO FBC SEC. 107.2.1.   12) SHT. K1 PRS SHOWS GAS APPLIANCE PBF-1 (DECK   OVEN/PIZZA) AT 140 MBTU. I DO NOT SEE THIS APPLIANCE OR   THE BTU VALUE ON THE GAS PLANS. CLARIFY.   13) CARBON MONOXIDE ALARMS SHALL BE PROVIDED AND COMPLY   WITH FBC SECS. 908.7, 908.7.1.       TIM LARGE   CHIEF PLUMBING INSPECTOR   561-805 PLUMBING PLAN REVIEW   -6692   [email protected]             Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2017-12-11 Cont ID   Sent By shill Date 2017-12-11 Time 09:38 Rev Time 0.00 Received By shill Date 2017-12-08 Time 09:37 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2017-10-24 Cont ID   Sent By lmarchan Date 2017-10-24 Time 13:51 Rev Time 0.00 Received By lmarchan Date 2017-09-27 Time 11:36 Sent To   Notes 2017-09-27 11:36:54 NEW PLANS IN C25 & C26 Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2017-08-16 Cont ID   Sent By skennedy Date 2017-08-16 Time 09:21 Rev Time 0.00 Received By skennedy Date 2017-06-22 Time 14:21 Sent To   Notes 2017-06-30 14:21:22 C25 & C26       **OLD PLANS IN C27** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2017-05-11 Cont ID   Sent By shill Date 2017-04-10 Time 09:38 Rev Time 0.00 Received By shill Date 2017-03-06 Time 08:26 Sent To   Notes 2017-03-06 08:26:33 C25, 26 - OLD PLANS IN C27, C28 Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2016-12-29 Cont ID   Sent By lmarchan Date 2016-12-29 Time 13:13 Rev Time 0.00 Received By lmarchan Date 2016-11-10 Time 14:02 Sent To   Notes 2016-11-14 14:03:02 NEW PLANS IN C25 & C26, OLD PLANS IN C27, 28 Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2016-10-03 Cont ID   Sent By cpuell Date 2016-10-03 Time 15:04 Rev Time 0.00 Received By cpuell Date 2016-06-27 Time 10:24 Sent To   Notes 2016-06-27 10:24:35 C28 Review Stop IMPACT COUNTY IMPACT FEES Rev No 5 Status P Date 2017-12-12 Cont ID   Sent By shill Date 2017-12-12 Time 08:10 Rev Time 0.00 Received By shill Date 2017-12-12 Time 08:10 Sent To   Notes 2017-12-12 08:10:23 MU2017-14654, 150 ROOMS, $128,260.26 Review Stop IMPACT COUNTY IMPACT FEES Rev No 4 Status F Date 2017-12-11 Cont ID   Sent By shill Date 2017-12-11 Time 09:38 Rev Time 0.00 Received By shill Date 2017-12-11 Time 09:37 Sent To   Notes 2017-12-11 09:37:50 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       THE PLANS ARE STAMPED BY PALM BEACH COUNTY   (MU2017-14654, 150 ROOMS, $128,260.26) BUT THE RECEIPT   SHOWING THAT FEES DUE WERE PAID WAS NOT SUBMITTED.       WHEN RESUBMITTING, PLEASE MAKE AN APPOINTMENT. THE   PERMIT WILL BE ISSUED AT THAT TIME.                 Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status F Date 2017-03-21 Cont ID   Sent By jwitmer Date 2017-03-21 Time 14:48 Rev Time 0.00 Received By jwitmer Date 2017-03-21 Time 14:48 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2017-03-21 Cont ID   Sent By jwitmer Date 2016-12-12 Time   Rev Time 0.00 Received By jwitmer Date 2016-12-12 Time   Sent To   Notes 2017-03-21 14:47:57 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.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]             Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2016-07-18 Cont ID   Sent By jwitmer Date 2016-07-18 Time 06:27 Rev Time 0.00 Received By jwitmer Date 2016-07-16 Time 14:31 Sent To   Notes 2016-07-16 14:31:44 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop M MECHANICAL (A/C) Rev No 5 Status P Date 2017-10-16 Cont ID   Sent By ccole Date 2017-10-16 Time 12:20 Rev Time 0.00 Received By ccole Date 2017-10-13 Time 16:17 Sent To   Notes 2017-10-16 12:30:34 MECHANICAL PROVISOS AND REQUIRED SUBMITTALS:   10/16/2017       PLEASE NOTE THAT SEPARATE PERMITS ARE REQUIRED FOR THE   KITCHEN HOODS AND EXHAUST SYSTEMS, FIRE SUPPRESSION   SYSTEMS, AND WALK IN COOLERS AND FREEZERS,       THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS FOR   MECHANICAL EQUIPMENT, APPLIANCES, AND COMPONENTS.   ALL SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THE   EOR .       1) COMMISSIONING PLAN   2) DRYER AND IRONER SPECIFICATIONS   3) MOTORIZED OUTSIDE AIR DAMPERS   4) FIRE DAMPERS, AND FIRE SMOKE DAMPERS   5) DUCT SMOKE DETECTORS   6) CEILING ACCESS PANELS   7) CO AND NO2 SENSORS   8) BOILERS   9) BOILER VENT -COPPER PIPE MATERIAL   10) AC SYSTEMS   11) DAMPER ACCESS PANELS   12) GREASE RESERVOIRS   13) FLAMEBAR DUCT (DUCT SPECIFICATIONS AND INSTALLATION   INSTRUCTIONS)   14) DUCT INSULATION   15) FANS (INCLUDING ALL FANS ASSOCIATED WITH SMOKE   CONTROL)   16) KITCHEN APPLIANCE SPECIFICATIONS   17) KITCHEN GREASE DUCT/FIRE-WRAP SPECIFICATIONS   18) REFRIGERANT PIPE INSULATION   19 LOUVERS   20) WIND LOAD ENGINEERING, DESIGN CRITERIA,   CALCULATIONS, AND DETAILS FOR TIE DOWN OF ALL ROOFTOP   MECHANICAL EQUIPMENT, INCLUDING FLORIDA PRODUCT   APPROVALS AND/OR MIAMI-DADE NOA'S FOR ROOF STANDS AND   CURBS.       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 4 Status F Date 2017-07-31 Cont ID   Sent By ccole Date 2017-07-31 Time 15:48 Rev Time 0.00 Received By ccole Date 2017-07-31 Time 15:22 Sent To   Notes 2017-07-31 17:34:50 4TH REVIEW FBC-2014 MECHANICAL   CANOPY HOTEL BY HILTON   PERMIT #16061443   7/31/17       1) IN REFERENCE TO PREVIOUS COMMENTS #9 & 16, THE USE   OF FLAMEBAR DUCT TO CREATE CONTINUOUS VERTICAL AND   HORIZONTAL FIRE-RATED SHAFTS FOR SMOKE CONTROL AND   TOILET EXHAUST SYSTEMS WILL REQUIRE AN ALTERNATE   MATERIALS AND METHOD APPROVAL BY THE BUILDING OFFICIAL.   CURRENTLY, THERE ARE NO PROVISIONS IN THE FIFTH EDITION   FLORIDA BUILDING CODE 2014 THAT ALLOW FOR THE USE OF   FLAMEBAR DUCT IN       THESE APPLICATIONS- SEE SECTION 713 SHAFT ENCLOSURES.   ADDITIONALLY THE USE OF FLAMEBAR DUCT FOR THE SMOKE   CONTROL SYSTEMS IS NOT SPECIFIED IN THE SUBMITTED   RATIONAL ANALYSIS REPORT FOR THE CANOPY HOTEL BY SLS   FIRE PROTECTION ENGINEERS- SEE PAGE 20 OF THE REPORT.   THE FBC-14 DOES ALLOW FOR AN APPROVAL TO USE THE DUCTS   UNDER SECTION 104.11 ALTERNATE MATERIALS, DESIGN AND       METHODS OF CONSTRUCTION AND EQUIPMENT. IT IS THE TASK   OF THE DESIGN PROFESSIONAL OF RECORD TO PROVIDE   SUPPORTING EVIDENCE, REPORTS, AND TESTING DATA AND   SUBMIT A REQUEST TO THE BUILDING OFFICIAL FOR AN   APPROVAL. ADDITIONALLY, PLEASE SEE SECTION 703 FIRE   RESISTANCE RATINGS AND FIRE TESTS FOR ASTM AND UL   LISTING AND ASSEMBLY INFORMATION.       2) SHEET M2.01, ADVISORY NOTE: ALTHOUGH THE KITCHEN   HOOD EXHAUST SYSTEM IS UNDER SEPARATE PERMIT, ACCESS TO   REQUIRED GREASE DUCT CLEANOUTS SHALL BE PROVIDED WHERE   THE DUCTS ARE RUNNING ABOVE THE FPL VAULT- SECTIONS   306.1 AND 306.5. PLEASE CONSULT WITH FPL REGARDING THIS   MATTER AND PROVIDE DETAILS AND NOTES ON THE PLANS.       3) M2.01, ADVISORY NOTE: PLEASE SEE SECTION 506.3.6   REGARDING THE REQUIRED 18" REQUIRED CLEARANCE TO   COMBUSTIBLES FOR THE GREASE DUCTS. IF THE INTENTION IS   TO USE A UL APPROVED DUCT SYSTEM, OR A FIRE-WRAP,   SPECIFICATIONS FOR EACH SYSTEM SHALL BE PROVIDED.   PLEASE SEE SECTION 506.3.11.2 FOR FIELD APPLIED GREASE   DUCT ENCLOSURE. IT IS IMPORTANT TO NOTE THAT WRAPS ARE   REQUIRED TO BE       APPLIED CONTINUOUSLY WHICH MAY POSE A PROBLEM WHEN   USING INLINE FAN KEF-1.       3) THE REQUESTED DETAILS FOR CEILING ACCESS PANEL   CONSTRUCTION ARE NOT SHOWN ON SHEET A5.18 AS INDICATED   IN THE NARRATIVE RESPONSE. THESE DETAILS MAY BE   DEFERRED IF NECESSARY, BUT PLEASE NOTE THAT PANELS AS   SHOWN ON M2.01 DO NOT APPEAR LARGE ENOUGH TO REMOVE THE   FAN COIL UNITS. SECONDLY, THERE APPEARS TO BE A WOOD   TRELLIS BLOCKING ACCESS TO THE PANELS AND THE UNITS-       PLEASE CLARIFY.       4) M2.02: PLEASE PLACE A NOTE ON THE PLAN PURSUANT TO   SECTION 504.4 WHICH PROHIBITS CLOTHES DRYER EXHAUST   DUCTS FROM RUNNING THROUGH OTHER DUCTS OR PLENUMS.       5) M2.03: REFER TO SECTION 404.1(2) WHICH REQUIRES   NITROGEN DIOXIDE SENSORS TO BE USED IN CONJUNCTION WITH   CO SENSORS IN THE PARKING GARAGES- PLEASE REVISE THE   PLAN ACCORDINGLY.       6) ADVISORY: THE CURRENT LIST OF DEFERRED SUBMITTALS   FOR THE PROJECT INCLUDE: COMMISSIONING PLAN, FLAMEBAR   DUCT SPECIFICATIONS AND INSTALLATION INSTRUCTIONS,   KITCHEN APPLIANCE SPECIFICATIONS, DRYER AND IRONER   SPECIFICATIONS, CARBON MONOXIDE/NITROGEN DIOXIDE   DETECTORS, CEILING ACCESS PANELS, FIRE/SMOKE DAMPERS,   FIRE DAMPERS, MOTORIZED OUTSIDE AIR, DAMPER ACCESS   PANELS,       DUCT SMOKE DETECTORS, LOUVERS, GREASE RESEVOIRS, AC   SYSTEMS, DUCTS, DUCT INSULATIONS, AND REFRIGERANT PIPE   INSULATIONS.       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 2017-03-16 Cont ID   Sent By ccole Date 2017-03-16 Time 11:51 Rev Time 0.00 Received By ccole Date 2017-03-15 Time 07:23 Sent To   Notes 2017-03-16 11:54:20 3RD REVIEW FBC-2014 MECHANICAL   THE CANOPY HOTEL   PERMIT #16061443   3/16/17       1) SHEET M2.01-NOTE #16: CLARIFY HOW THE SYSTEM   SPECIFIED FOR ADJUSTING MAKEUP AIR TEMPERATURE WILL   WORK WITH KS # 1 & 2 DIRECTLY PROVIDING UNTEMPERED   MAKEUP AIR FROM THE OUTDOORS. TYPICALLY,   PRE-CONDITIONED AIR MUST BE PROVIDED TO MEET COMPLIANCE   WITH SECTION 508.1.1       2) M2.01 & M601: ACCORDING TO SECTION 304.9.3 FBC-14   FUEL GAS A MECHANICAL SYSTEM (FC-1.5) SHALL SUPPLY THE   COMBUSTION AIR RATE OF 350 CFMS IN ADDITION TO THE   VENTILATION RATE WHICH IS CALCULATED AT 145 CFMS.       3) M2.01: SHOW THE LOCATION OF THE GREASE RESERVOIR AND   PROVIDE A DETAIL SHOWING THE RESERVOIR CONNECTION TO   THE FLOOR DRAIN. PLEASE REVISE THE PLUMBING RISER   DRAWING TO IDENTIFY WHICH FLOOR DRAIN IS THE GREASE   RECEPTOR.       4) M0.00 & M2.01: ADVISORY: THE FLAMEBAR DUCTWORK HAS   BEEN DESIGNATED AS A DEFERRED SUBMITTAL. PLEASE NOTE   COMPLETE SPECIFICATIONS FOR USE OF THE DUCTWORK FOR   GREASE EXHAUST MUST BE SUBMITTED PER NOTE # 1 ON M0.00.       5) M2.01: ADVISORY: SPECIFICATIONS FOR THE 3HR RATED   FLAMEBAR DUCT AND FIRESTOPPING DETAIL FOR THE VAULT   CEILING PENETRATION ARE REQUIRED BUT MAY BE A DEFERRED   SUBMITTAL.       6) A3.01 & M2.01: SHOW HOW ACCESS WILL BE PROVIDED TO   FC-1.6, 1.7, & 1.8 WHICH ARE LOCATED ABOVE THE DRYWALL   CEILING WHICH IS SPECIFIED AT ELEV =+ 16'0". PLEASE   REFER TO SECTION 306.5 WHICH REQUIRES AN APPROVED MEANS   OF ACCESS.       7) M0.00- CONSTRUCTION NOTE #18: PROVIDE CONSTRUCTION   DETAILS FOR INSTALLATION OF THE ACCESS PANELS WHERE   REQUIRED. PLEASE NOTE THAT PER SECTION 306.1 THE ACCESS   OPENINGS MUST BE LARGE ENOUGH FOR REPLACEMENT OF ALL   MECHANICAL EQUIPMENT, AND NOT REQUIRE DISABLING OR   REMOVING ANY PERMANENT CONSTRUCTION.       8) M2.01: THERE APPEAR TO BE FIRE DAMPERS MISSING WHERE   THE O/A DUCTS ARE PENETRATING THE FIRE PUMP/WATER   PUMP/STAIR #3 WALLS.   .   9) M2.02: REFER TO SECTION 1022 FBC-14 BUILDING AND   RELOCATE THE DUCTS PENETRATING AND TRAVERSING THROUGH   STAIR #2, UNLESS THEY ARE PLACED IN A 2HR FIRE-RATED   ENCLOSURE (DETAILS NOT SHOWN ON THE ARCH. OR STRUCTURAL   SHEETS).       10) M2.03: ADVISORY- THE MANUFACTURER SPECIFICATIONS   FOR THE VRF CONDENSERS MUST INDICATE THEY CAN BE   LOCATED IN THE INTERIOR OF THE BUILDING.       11) M2.03, 2.04, 2.05: ADVISORY- BOLLARD PLACEMENT FOR   PROTECTION OF THE FANS IN THE GARAGES WILL BE VERIFIED   IN THE FIELD.       12) M2.05: THE SHAFT ENCLOSING THE OAR-1 DUCT SHALL BE   CONTINUOUS THROUGH THE ELEVATOR LOBBY AND GARAGE PER   SECTIONS 707.5, 711.4 & 713.5 FBC-14 BUILDING.       13) M2.06, 2.07, & 2.08: IT APPEARS THAT THERE ARE   MISSING FSD SYMBOLS AT THE PENETRATIONS OF THE O/A   DUCTS ON EACH FLOOR INTO THE MAIN SHAFT.       14) M2.07: PLEASE PROVIDE THE ROOM NUMBERS ON THE PLAN   FOR COMPLETE AC CALCULATION REVIEW.       15) M3.01: THE TRANSFER 14"X8" TRANSFER DUCTS IN THE   KING SUITES F AND F-ADA ARE UNDERSIZED PER SECTION   601.5 EXCEPTION 3. A MINIMUM OF 150 SQ. INCHES IS   REQUIRED.       16) M2.08A & M4.01: THE TOILET EXHAUST RISER SHAFTS   SHALL BE CONTINUOUS THROUGH THE INTERSTITIAL SPACE UP   TO THE ROOF SLAB TERMINATION PER SECTION 713.5 & 713.12   FBC-14 BUILDING.       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 2016-12-12 Cont ID   Sent By ccole Date 2016-12-12 Time 12:30 Rev Time 0.00 Received By ccole Date 2016-12-08 Time 18:27 Sent To   Notes 2016-12-12 12:31:08 2ND REVIEW FBC-2014 MECHANICAL   PERMIT #16061443   12/12/16       1) PLEASE COMPARE THE SYSTEM COMPLIANCE DATA LISTED IN   THE ENERGYGAUGE SUBMITTAL TO THE SYSTEM EQUIPMENT   SCHEDULES ON M6.01. THERE ARE NUMEROUS INCONSISTENCIES   AND OMISSIONS, SOME OF WHICH ARE LISTED BELOW. PLEASE   PROOFREAD THE DOCUMENTS BEFORE RESUBMITTING.   A) AHU/CU-13, CU-13FL-R19, CU-R9 ARE NOT LISTED IN THE   SUBMITTAL.   B) CU-R2A & B, CU-R3-B, CU-R9A&B, CU-R11A&B, CU-R13A&B   ARE LISTED IN THE SUBMITTAL BUT NOT IN THE SCHEDULE.   C) THE COMPLIANCE DATA LISTED IN THE SUBMITTAL FOR   CU-R8B & CU-R14A&B DOESN'T MATCH THE SCHEDULE.   D) THE EFFICIENCY RATINGS FOR THE VRF SHOWN IN THE   SUBMITTAL DO NOT MATCH THE RATINGS SHOWN IN THE   SCHEDULE.- SEE TABLE C403.2.3(11) FBC-14 ENERGY   CONSERVATION.       2) THE RESPONSE NARRATIVE INDICATES THAT THE REQUESTED   COMMISSIONING PLAN IS TO BE A DEFERRED SUBMITTAL.   PLEASE ADDRESS THE FOLLOWING SECTIONS FROM THE WPB   AMENDMENTS TO THE FBC.       A) DEFERRED SUBMITTAL: 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.   B) DEFERRED SUBMITTAL. 2010 FBC 107.3.4.1 PRODUCT   APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE   DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN   WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL.       3) SMOKE CONTROL/ RATIONAL ANALYSIS REPORT: A) PLEASE   CLARIFY IF SEF-1 AT 2000 CFMS HAS BEEN SIZED TO EXHAUST   ONLY ONE FLOOR OF INCIDENCE, OR HAS THE CAPACITY TO   EXHAUST MULTIPLE FLOORS. B) VERIFY THE OARTU, WHICH HAS   BEEN DESIGNATED AS PART OF THE SMOKE CONTROL SYSTEM, IS   MEETING ALL APPLICABLE REQUIREMENTS LISTED ON PAGE 21   OF THE REPORT AND SECTIONS 513.10 AND 513.10.5 FBC-14   MECHANICAL. C) PLEASE NOTE THAT PRODUCT SUBMITTALS FOR   ALL EQUIPMENT AND COMPONENTS OF THE SMOKE CONTROL   SYSTEMS SHALL BE REVIEWED AND APPROVED WITH SIGNATURE   BY THE EOR AND SUBMITTED TO THE BUILDING DEPARTMENT FOR   REVIEW- SEE SECTION 513.10.       4) 2ND REQUEST FOR COMPLETE COOLING AND HEATING   CALCULATIONS. CALCULATIONS ARE STILL MISSING FOR   AHU/CU'S 1-13 A, AND THE OARTU. CALCULATIONS HAVE BEEN   SUBMITTED FOR FC-6-1 & 6-2 HOWEVER THESE SYSTEMS ARE   NOT SHOWN IN THE SCHEDULES. B) CALCULATIONS HAVE BEEN   SUBMITTED FOR SUITES 1-22 HOWEVER THOSE NUMBERS DO NOT   MATCH THE ROOM IDENTIFICATIONS ON THE PLANS SO SIZING   CANNOT BE VERIFIED.       5) IN REFERENCE TO COMMENT #1G & 1H FROM THE 1ST REVIEW   SEE SECTION 107.3.4.2 DEFERRED SUBMITTALS PRINTED UNDER   COMMENT #2 OF THIS REVIEW. PLEASE NOTE THAT HOLDS ON   INSPECTIONS MAY BE PLACED INTO THE SYSTEM UNTIL   SUBMITTALS HAVE BEEN RECEIVED.       6) REFER TO COMMENT #2 FROM THE 1ST REVIEW- SHEET   M6.01: THE SUITE NUMBERS IN THE VENTILATION CALCULATION   SCHEDULE DO NOT MATCH THE ROOM IDENTIFICATIONS ON THE   PLANS.       7) M2.01: KITCHEN GAS APPLIANCE CALCULATIONS: IN   ACCORDANCE WITH SECTION 304.9.3 FBC-14 FUEL GAS, THE   MAKEUP AIR FOR THE EXHAUST FOR THE HOOD CANNOT BE USED   TO SUPPLY COMBUSTION AIR TO THE APPLIANCES.       8) M2.01: THE KITCHEN EXHAUST SYSTEMS ARE ACKNOWLEDGED   TO BE UNDER SEPARATE PERMIT. ADVISORIES: A) AS   PREVIOUSLY NOTED THE GREASE DUCT EXHAUST TERMINATIONS   ON THE NORTH SIDE OF THE BUILDING APPEAR TO BE IN A   LOCATION WHERE THEY MAY NOT BE IN COMPLIANCE WITH   SECTION 506.3.13.2. PLEASE PROVIDE CLEARANCE DISTANCE   MEASUREMENTS TO THE PUBLIC SIDEWALK MEASURED   HORIZONTALLY, TO GRADE, AND TO ALL INTAKES IN THE   GENERAL VICINITY INCLUDING THE GENERATOR AND GARAGE AIR   INTAKE. SEE SECTION 401.4. B) THE GREASE DUCT FOR KEF-2   APPEARS TO BE PENETRATING INTERIOR WALLS WHICH IS NOT   PERMITTED UNLESS THE DUCT IS ENCLOSED FROM THE POINT OF   PENETRATION TO THE OUTLET TERMINAL- SECTION 506.3.11.   C) PROVIDE A SUBMITTAL FOR THE GREASE RESERVOIR THE   KEF-2 GREASE DUCT AND PROVIDE A DETAIL ON THE PLAN   INDICATING COMPLIANCE WITH SECTION 506.3.7.1 ITEMS 1-7.   PLEASE NOTE ITEM #5 REQUIRES THE UNIT TO BE SLOPED TO A   POINT FOR DRAINAGE. INDICATE HOW THE GREASE WILL BE   DRAINED AND PROVIDE THE DISCHARGE LOCATION.   D) PLEASE NOTE THAT COMPLIANCE WITH SECTION 508.1.1   MAKEUP AIR TEMPERATURE WILL BE REQUIRED. COMPLIANCE   WITH THIS SECTION MAY IMPACT THE MAIN MECHANICAL PLANS.       9) M2.01: THE PRINT IN THE HEX SYMBOL LOCATED IN   WOMEN'S RESTROOM 122 IS NOT LEGIBLE.       10) M2.01: PLEASE PROVIDE THE FLEX DUCT SIZES OR PLACE   THE FLEX TABLE ON M6.01 ON THIS PLAN SHEET AND ALL   OTHERS WHERE DUCT SIZES ARE NOT SHOWN.       11) M2.01: PLEASE PROVIDE CLEAR ACCESS PANEL SYMBOLS ON   THE PLANS FOR THE FC'S AND CHANGEOVER BOXES AND ADD A   KEYNOTE.       12) M2.01: THE TRANSFER DUCT BETWEEN CORRIDOR 129 AND   133 IS NOT PERMITTED PER SECTION 601.2.       13) M2.02: THE USE OF DRYER BOOSTER FANS TO EXTEND THE   LENGTHS OF DRYER DUCTS WAS REMOVED FROM THE CURRENT   FBC-14 MECHANICAL CODE. DRYER DUCT LENGTHS SHALL BE   DETERMINED BY THE DRYER MANUFACTURER'S INSTRUCTIONS-   SECTION 504.6.4.2.       14) M2.02: IDENTIFY WHICH PIECE OF EQUIPMENT IN THE   LAUNDRY ROOM IS BEING EXHAUSTED USING THE 20" ROUND   DUCT.       15) M2.02: THE DRYER EXHAUST DUCTS FROM THE LAUNDRY   ROOMS MUST BE IN FIRE RATED SHAFT ENCLOSURES PER   SECTION 504.4. THE PLANS ARE INDICATING THE DUCTS   THEMSELVES WILL BE 2HR. RATED. PLEASE PROVIDE   MANUFACTURER'S SPECIFICATIONS AND INSTALLATION   INSTRUCTIONS FOR THE DUCTS WITH SHOP DRAWING STAMP AND   APPROVAL SIGNATURE BY THE EOR. THE DOCUMENTS SHALL   INDICATE THE DUCTS ARE COMPATIBLE WITH THE APPLIANCE   MANUFACTURER'S SPECIFICATIONS, AND HAVE INSTRUCTIONS   FOR INSTALLING THE LINT TRAPS AS SPECIFIED ON THE   PLANS.       16) M2.02: PROVIDE EXHAUST VENTILATION CALCULATIONS FOR   THE LOCKER ROOMS PER TABLE 403.3.       17) M2.02: HOW IS AIR BEING RETURNED FOR THE SOILED   LINEN ROOM. PLEASE NOTE THAT TABLE 6-4 ASHRAE 62.1-2010   REQUIRES EXHAUST VENTILATION FOR SOILED LAUNDRY ROOMS.       18) M2.02: PLEASE EMBOLDEN THE FC ACCESS PANEL   LOCATIONS AND ADD A KEYNOTE TO THE PLAN TO IDENTIFY   THEIR LOCATIONS.       19) M2.03: PROVIDE COMPLIANCE DATA FROM THE CONDENSER   MANUFACTURER'S INDICATING THE UNITS CAN BE INSTALLED   INDOORS. PLEASE NOTE EXHAUST VENTILATION MAY BE   REQUIRED.       20) M2.03, M2.04, M2.05: THE CIRCULATOR FANS SHALL BE   INSTALLED A MINIMUM OF 8FT. ABOVE THE GARAGE FLOOR-   SECTION 304.6.       21) M2.05: SHOW THE REQUIRED FSD AT THE 18X20 DUCT   PENETRATING THE OAR-1 SHAFT. PLEASE NOTE THAT   MANUFACTURER'S SPECIFICATIONS HAVE NOT BEEN SUBMITTED   FOR THE FLAMEBAR DUCT TO VERIFY COMPLIANCE FOR   INSTALLATION OF THE FSD IN THE DUCT, AND THE DESIGN   DOES NOT CORRELATE WITH THE RATIONAL ANALYSIS.       22) M2.05 & M4.01: O/A DUCTWORK SHOWN ON THE PLAN DOES   NOT MATCH THE RISER DRAWING.       23) M2.06, M2.07, & M2.08: FIRE/SMOKE DAMPERS REQUIRED   FOR THE O/A DUCTS PENETRATING THE FIRE-RATED SHAFT. A)   THE 28X5 AND THE 30X5 DUCTS AT THE OAR-1 ARE NOT SHOWN   ON THE RISER DRAWING ON M.401       24) M2.09: SHOW THE LOCATION OF KEF-1 AND THE EXHAUST   TERMINATION ON THE PLAN. A) CLARIFY HOW MAKEUP AIR IS   BEING PROVIDED FOR THE KITCHEN EXHAUST AND PROVIDE AN   AIR BALANCE CALCULATION. B) PLACE A NOTE INDICATING   SEPARATE PERMITS ARE REQUIRED FOR THE KITCHEN EXHAUST   AND FIRE SUPPRESSION SYSTEMS. ADVISORY: PLEASE NOTE   THAT COMPLIANCE WITH SECTION 508.1.1 MAKEUP AIR   TEMPERATURE WILL BE REQUIRED. COMPLIANCE WITH THIS   SECTION MAY IMPACT THE MAIN MECHANICAL PLANS. C) THE   RESPONSE NARRATIVE TO THE 1ST REVIEW COMMENTS INDICATES   THAT A ENLARGED KITCHEN DRAWING IS SHOWN ON M3.01,   HOWEVER THE DRAWING IS NOT ON THE PLAN SHEET.       25) M3.01: PROVIDE THE FLEX DUCT SIZES AND PLACE A   KEYED NOTE TO IDENTIFY THE ACCESS PANEL LOCATIONS FOR   THE FC UNITS AND CHANGEOVER BOXES.       26) M4.01: THE DIRECTIONAL ARROWS AT THE TOP OF THE   TOILET RISERS ARE POINTING IN THE WRONG DIRECTION. A)   PLEASE INDICATE THE SIZE OF THE MAIN HORIZONTAL DUCT AT   THE TOP OF THE RISER       27) IN REFERENCE TO COMMENT #37 FROM THE 1ST REVIEW,   THE DESIGN PROFESSIONAL WILL PROVIDE WIND LOAD DESIGN   AND STRUCTURAL DETAILS AS DEFERRED SUBMITTALS FOR ALL   ROOFTOP MECHANICAL EQUIPMENT AND COMPONENT   INSTALLATIONS. PLEASE SEE SECTION 107.3.4.2 WPB   AMENDMENTS FOR REQUIREMENTS.       28) ADVISORY: TO HELP EXPEDITE THE PLAN AND FIELD   INSPECTION APPROVALS, IT IS RECOMMENDED THAT THE DESIGN   PROFESSIONAL PROVIDE A MASTER LIST OF ALL MECHANICAL   EQUIPMENT AND COMPONENTS THAT WILL BE DEFERRED   SUBMITTALS INCLUDING BUT NOT LIMITED TO ROOF STANDS,   ROOF CURBS, LOUVERS, FIRE AND FIRE/SMOKE DAMPERS, DUCT   SMOKE DETECTORS, O/A DAMPERS, CO SENSORS, THE FLAMEBAR   DUCTS, THE BOILER, AND ALL FANS AND DUCTS ASSOCIATED   WITH THE SMOKE CONTROL SYSTEM AS NOTED IN COMMENT #3.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2016-07-14 Cont ID   Sent By ccole Date 2016-07-14 Time 14:59 Rev Time 0.00 Received By ccole Date 2016-07-12 Time 15:11 Sent To   Notes 2016-07-14 15:00:41 REVIEW FBC-14 MECHANICAL   PERMIT #16061443   CANOPY HOTEL   7/12/16       NOTE: UNLESS NOTED OTHERWISE ALL COMMENTS REFERENCE THE   FLORIDA BUILDING CODE FIFTH EDITION 2014 MECHANICAL.       1) SUBMIT THE FOLLOWING LIST OF SUPPORTING DOCUMENTS   FOR THE PROPOSED PROJECT:       A) ENERGY CALCULATIONS- SECTION C101.2 & C401.2 FBC-14   ENERGY CONSERVATION.   B) SYSTEM COMMISSIONING PLAN- SECTION C408 FBC-14   ENERGY CONSERVATION.   C) SMOKE CONTROL SPECIAL INSPECTION AND TEST   REQUIREMENTS REPORT- SECTION 513.3   D) SMOKE CONTROL RATIONAL ANALYSIS- SECTION 513.4.   E) AC COOLING AND HEATING CALCULATIONS- SECTION   C403.2.1 FBC-14 ENERGY CONSERVATION (PLEASE NOTE THAT   THE CALCULATIONS SUBMITTED DO NOT INCLUDE THESE   SYSTEMS: OARTU-1, AHU'S 1-12, AND VRV SYSTEMS FC-2.9,   FC-2.10, FC-3T-H, FC-13.1, & FC-13.2).   F) AC CALCULATION SUBMITTAL PACKAGE: PLEASE PROVIDE A   SIGNED AND SEALED INDEX SHEET LISTING ALL UNITS   CONTAINED IN THE DOCUMENT.   G) FLORIDA PRODUCT APPROVALS AND/OR MIAMI-DADE NOA'S   FOR ALL EXHAUST OUTLET AND AIR INTAKE LOUVERS, ROOFTOP   AND SIDEWALL FANS, AC ROOF STANDS AND WALL BRACKETS,   ROOFTOP AC AND FAN CURBS. ALL SUBMITTALS SHALL BEAR THE   SHOP DRAWING APPROVAL SIGNATURE BY THE ENGINEER OF   RECORD.   H) PRODUCT DATA SUBMITTALS FOR ALL SMOKE CONTROL FANS,   FIRE AND FIRE/SMOKE DAMPERS, DUCT SMOKE DETECTORS,   CARBON MONOXIDE DETECTORS, MOTORIZED DAMPERS, FLAMEBAR   DUCTWORK, REFRIGERANT PIPING INSULATIONS, LAUNDRY   APPLIANCES, KITCHEN COOKING APPLIANCES, KITCHEN EXHAUST   HOODS AND FANS, VRV UNITS, AND BOILER AND BOILER VENT   PIPING. ALL SUBMITTALS SHALL BEAR THE SHOP DRAWING   APPROVAL STAMP AND SIGNATURES OF THE EOR.       2) PROVIDE MINIMUM VENTILATION CALCULATIONS FOR ALL   ROOMS AND SPACES- TABLE 403.3. PROVIDE ON THE PLAN A   SCHEDULE THAT INDICATES THE REQUIRED AND PROVIDED CFMS   OF OUTDOOR AIR FOR ALL ROOMS AND SPACES.       3) PROVIDE EXHAUST VENTILATION CALCULATIONS INCLUDING A   SCHEDULE ON THE PLAN INDICATING THE REQUIRED AND   PROVIDED CFMS OF EXHAUST WHERE REQUIRED INCLUDING BUT   NOT LIMITED TO THE PARKING GARAGES, THE GROUND FLOOR   AND ROOFTOP KITCHENS, THE GENERATOR ROOM, THE LAUNDRY   ROOM, SOILED LINEN ROOM, TRASH ROOM, JANITOR'S CLOSETS,   POOL EQUIPMENT ROOM, LOCKER ROOMS ETC. PLEASE SEE TABLE   403.3 AND SECTION 404 FBC-14 MECHANICAL, AND TABLE 6-4   ASHRAE 62.1- 2010. A) THE PLAN INDICATES TOILET EXHAUST   FROM THE GUEST ROOMS DISCHARGING INTO THE OARTU-1,   HOWEVER PER TABLE 403.3 FOOTNOTE G, RECIRCULATION IS   PROHIBITED EXCEPT THAT RECIRCULATION SHALL BE PERMITTED   WHERE THE RESULTING SUPPLY AIRSTREAM CONSISTS OF NOT   MORE THAN 10% AIR RECIRCULATED FROM THE TOILET ROOMS.   PROVIDE CALCULATIONS TO VERIFY COMPLIANCE.       4) PROVIDE AIR BALANCE CALCULATIONS- SECTION 501.4       5) THE SUBMITTED AC CALCULATIONS ARE INCORRECTLY   INDICATING MIAMI AS THE LOCATION OF THE PROJECT- PLEASE   CORRECT.       6) WHERE OUTDOOR AIR INTAKES ARE SHOWN ON THE   MECHANICAL PLANS, PLEASE PROVIDE THE CLEARANCE DISTANCE   MEASUREMENTS AS INDICATED IN SECTION 401.4. WHERE   EXHAUST OUTLETS ARE SHOWN ON THE MECHANICAL PLANS   PLEASE PROVIDE THE CLEARANCE DISTANCE MEASUREMENTS AS   INDICATED IN SECTION 501.3.1.       7) SHEET M201: ADVISORY- SEPARATE PERMITS ARE REQUIRED   FOR COMMERCIAL KITCHEN EXHAUST AND FIRE SUPPRESSION   SYSTEMS, AND WALK-IN COOLERS AND FREEZERS- PLEASE PLACE   A NOTE IN BOLD LETTERS ON THE PLANS.       8) M201: SEE FIRE PLAN REVIEW COMMENTS CITING NFPA 101   FOR PROHIBITION OF THE DUCTS SHOWN IN THE FIRE PUMP   ROOM, AND SECTION 1023.6 FBC-14 BUILDING PROHIBITING   THE DUCT AND DIFFUSER SHOWN IN THE EXIT PASSAGEWAY OF   STAIR #1.       9) A722 & M201: IT APPEARS THAT THE LOCATION OF THE   GREASE EXHAUST TERMINATIONS FOR KEF 1 & 2 SHOWN ON THE   PLAN BY THE FPL VAULT WOULD NOT MEET COMPLIANCE WITH   REQUIRED DISCHARGE CLEARANCES AS OUTLINED IN SECTIONS   506.3.13.2, 506.3.13.3, & 501.3.1 PLEASE PROVIDE   ADDITIONAL INFORMATION INCLUDING CLEARANCE DISTANCE   MEASUREMENTS, DETAILS, AND NOTES. PLEASE NOTE THAT KEF   1, 2, & 3 AND KSF 1 & 2 WILL BE UNDER SEPARATE PERMIT   WITH THE KITCHEN HOODS, HOWEVER SOME ISSUES MUST BE   ADDRESSED ON THE MAIN PLANS FOR CONSTRUCTION PURPOSES.   REVIEW SECTIONS 506, 507, & 508 AND PROVIDE ALL   APPLICABLE DETAILS AND NOTES ON THE MAIN PLANS.   ADDITIONALLY, PROVIDE AN INSTALLATION DETAIL FOR   INSTALLATION OF KEF-1 WHICH IS LISTED AT 2260 LBS. ON   THE SCHEDULE.       10) M201: PROVIDE THE DUCT TRUNK SIZES FOR THE AC   SUPPLY AND RETURN SYSTEMS, THE KITCHEN SUPPLY AND   EXHAUST SYSTEMS, THE RESTROOM AND JANITOR EXHAUST   SYSTEMS, AND THE O/A AIR SYSTEMS.       11) M201: DUCT SMOKE DETECTORS ARE REQUIRED IN THE   RETURN AIR SYSTEMS OF FC-1.3, 1.5, 1.6, 1.7, 1.8-   SECTION 606.2.1.       12) M201: INDICATE HOW ACCESS FOR MAINTENANCE AND   REPLACEMENT OF UNITS FC-1.2, 1.3, & 1.4, 1.7, & 1.8   SHOWN ABOVE DRYWALL CEILINGS ON SHEET A301 WILL BE   PROVIDED- SECTION 306.1. PLEASE SHOW ACCESS PANEL   LOCATIONS WHERE REQUIRED AND PROVIDE CONSTRUCTION   DETAILS.       13) M201: THE RESTROOMS FAN EF-1.1 IS NOT SHOWN IN THE   SCHEDULE ON M601. PLEASE PROVIDE A SEQUENCE OF   OPERATION FOR THE FAN- SEE TABLE 403.3       14) M201: PROVIDE AN EXHAUST VENTILATION SYSTEM FOR THE   TRASH ROOM 112 AND THE JANITOR'S CLOSET 118 - TABLE 6-4   ASHRAE 62.1-2010.       15) M201: CORRIDORS 109 AND 113 SHALL NOT BE USED AS   RETURN AIR DUCTS FOR AIR BEING SUPPLIED TO ENGINEERING   110 & DRY STORAGE 124; AND CORRIDOR 133 SHALL NOT   TRANSFER AIR TO CORRIDOR 129- SEE SECTION 601.2.       16 ) M201: REFER TO SECTION 304 FBC-14 FUEL GAS AND   PROVIDE COMBUSTION AIR CALCULATIONS FOR ALL GAS-FIRED   COOKING APPLIANCES AND EQUIPMENT. INDICATE HOW THE   COMBUSTION IS BEING SUPPLIED AND SEE SECTION 304.9.3   FOR COMBUSTION AIR BEING SUPPLIED BY MECHANICAL   SYSTEMS.       17) M201: AS PREVIOUSLY NOTED, EXHAUST VENTILATION   CALCULATIONS ARE REQUIRED FOR THE KITCHEN AND   RECIRCULATION OF AIR FROM THOS SPACE IS PROHIBITED PER   TABLE 403.3 FOOTNOTE B.       18) M202 & A1.12. : FIRE DAMPERS MISSING AT THESE   LOCATIONS- THE O/A DUCTS PENETRATING THE LAUNDRY ROOM   WALLS, AC DUCTS PENETRATING WALLS AT THE LINEN STORAGE   228, HOUSEKEEPING 229, STORAGE 223, STORAGE 213. PLEASE   NOTE THERE ARE FIRE DAMPERS AT DUCTS PENETRATING WALLS   ON THE MECHANICAL PLAN THAT ARE NOT SHOWN AS FIRE-RATED   WALLS ON THE LIFE SAFETY PLAN.       19) M202: THE LENGTH OF THE DRYER EXHAUST DUCTS ARE   EXCEEDING THE MAXIMUM ALLOWABLE 35 FT. LENGTH PER   SECTION 504.6.4.1, AND CAN ONLY BE APPROVED AS SHOWN IF   THEY CONFORM TO MANUFACTURER'S INSTALLATION   INSTRUCTIONS AS NOTED IN SECTION 504.6.2. PLEASE SUBMIT   MANUFACTURER'S SPECIFICATIONS AND INSTALLATION   INSTRUCTIONS FOR THE DRYERS AND THE IRONER.   A) INDICATE THE TYPE AND GAGE OF DRYER AND IRONER   EXHAUST DUCT, AND PROVIDE SUPPORT AND CONNECTION   DETAILS. B) PROVIDE COMBUSTION AIR CALCULATIONS FOR THE   DRYERS PER SECTION 304 FBC-14 FUEL GAS. C) REVISE SHEET   A401 TO SHOW EXHAUST OUTLET LOCATIONS ON THE ELEVATION   DRAWING.       20) M202: EXHAUST VENTILATION IS REQUIRED FOR THE   KITCHEN (WARMING AREA 226) PER TABLE 403.3, AND TABLE   6-4 ASHRAE 62.1-2010. PLEASE NOTE THAT PER FOOTNOTE B   RECIRCULATION OF AIR FROM THE KITCHEN IS PROHIBITED.       21) M202: THERE IS A TRANSFER DUCT RETURNING AIR INTO   CORRIDOR 224, HOWEVER THE CORRIDOR SHALL NOT BE USED AS   A RETURN AIR DUCT PER SECTION 601.2.       22) M202: INDICATE HOW ACCESS FOR MAINTENANCE AND   REPLACEMENT OF THE FAN COIL UNITS AND LAUNDRY MAKEUP   AIR FANS WILL BE PROVIDED- SECTION 306.1. SHOW ACCESS   PANEL LOCATIONS WHERE REQUIRED AND PROVIDE CONSTRUCTION   DETAILS.       23) M201 & M202: CLARIFY HOW ACCESS TO FD'S AND FSD'S   WILL BE PROVIDED WHERE DAMPERS ARE IN CONCEALED   LOCATIONS ABOVE HARD CEILINGS. SHOW LOCATIONS OF ACCESS   PANELS AND PROVIDE CONSTRUCTION DETAILS.       24) M202 & M601: PROVIDE AN EQUIPMENT SCHEDULE FOR   EF-2.1. NOTE: SCHEDULES WILL BE REQUIRED FOR THE   BOOSTER FANS IF THE UNITS ARE APPROVED FOR USE.       25) M203, M204, M205- PARKING GARAGES: A) AS PREVIOUSLY   REQUESTED IN THIS REVIEW PROVIDE EXHAUST VENTILATION   CALCULATIONS FOR THE GARAGES PER TABLE 403.3 AND   SECTION 404. B) CLARIFY HOW EXHAUST VENTILATION WILL BE   PROVIDED AND SEQUENCED FOR THE AUTOMOBILE HOISTWAYS AND   PROVIDE A CALCULATION. THE CURRENT PLAN IS NOT   PROVIDING ANY HVAC NOTES OR DETAILS- SEE SECTION 404,   AND SECTION 3004.1 FBC-14 BUILDING. C) PROVIDE MORE   SPECIFIC INFORMATION FOR THE SEQUENCE OF OPERATIONS   SHOWN ON M203- SEE SECTION 404.2 AND INDICATE WHICH FAN   ON EACH FLOOR IS TO RUN AT ALL TIMES AND PROVIDE A   CALCULATION TO VERIFY THE REQUIRED MINIMUM RATE OF .05   CFM PER SQUARE FOOT WILL BE ACCOMPLISHED. D) SOME OF   THE CIRCULATION FANS (CF-1) APPEAR TO BE LOCATED IN   VEHICLE DRIVE AND PARKING AREAS. INDICATE THE HEIGHT   FROM THE FINISH FLOOR TO THE BOTTOM OF THE FANS PER   SECTION 304.6.       26) M203: PLEASE PLACE A NOTE ON THE PLANS INDICATING   THE EMERGENCY GENERATOR WILL BE DONE UNDER SEPARATE   PERMIT.       27) M205: AS PREVIOUSLY REQUESTED, SUBMIT   MANUFACTURER'S SPECIFICATIONS FOR THE FLAMEBAR DUCT   WITH SHOP DRAWING APPROVAL SIGNATURE BY THE EOR. A)   PROVIDE A UL TESTED AND APPROVED FIRESTOPPING DETAIL   FOR WALL AND CEILING PENETRATIONS.       28) M206, M207, M208: FIRE/SMOKE DAMPERS NOT SHOWN FOR   O/A DUCTS PENETRATING THE CORRIDORS/GUEST ROOM WALLS-   SEE SECTION 513.5.2 AND 607.5.4.       29) M206, M207, M208: CLARIFY HOW AIR IS BEING RETURNED   TO EACH FC SHOWN ON THE PLANS- NO RETURN GRILLS ARE   SHOWN ON THE PLANS.       30) M206, M207, M208: INDICATE HOW ACCESS FOR   MAINTENANCE AND REPLACEMENT OF THE FAN COIL UNITS WILL   BE PROVIDED ABOVE THE DRYWALL CEILINGS- SECTION 306.1.   SHOW ACCESS PANEL LOCATIONS AND PROVIDE CONSTRUCTION   DETAILS.       31) M208A: THE ACCESS HATCHES SHOWN IN THE STAIRWAY   ENCLOSURES ARE NOT PERMITTED PER SECTION 1022.4 FBC-14   BUILDING.       32) M209: PROVIDE EQUIPMENT SCHEDULES FOR FC-13.1 &   13.2, AND EF-13.1, 13.2, & 13.3.       33) M209: PROVIDE AN EXHAUST VENTILATION CALCULATION   FOR THE COMMERCIAL KITCHEN. THE PLAN INDICATES AIR   BEING RECIRCULATED IN THE KITCHEN WHICH IS PROHIBITED   PER TABLE 403.3 FOOTNOTE B.       34) M209: A DUCT SMOKE DETECTOR IS REQUIRED IN THE   RETURN AIR SYSTEM OF FC-13.2. PROVIDE A SYMBOL ON THE   PLAN AND PROVIDE DETAILS.       35) M209: PROVIDE AN EXHAUST VENTILATION CALCULATION   FOR THE POOL EQUIPMENT ROOM AND COMBUSTION AIR   CALCULATIONS FOR GAS-FIRED POOL EQUIPMENT- SECTION 304   FBC-14 FUEL GAS.       36) M210: PROVIDE EXHAUST VENTILATION AND COMBUSTION   AIR CALCULATIONS FOR THE ROOFTOP BOILER AND PUMP ROOM-   REFER TO SECTION 304 FBC-14 FUEL GAS, AND SUBMIT   MANUFACTURER?S SPECIFICATIONS FOR THE BOILERS AND   BOILER VENTING       37) M2.10: REFER TO SECTION 301.15 AND PROVIDE COMPLETE   ENGINEERED DETAILS FOR TIE DOWN OF ALL THE ROOF TOP   MECHANICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO THE   PRESSURIZATION AND SMOKE EXHAUST FANS AND CURBS, THE   OARTU AND CURB, THE CU'S, CU ROOF STANDS, THE MD   WEATHERHOODS, AND EXTERIOR DUCTWORK. PLEASE NOTE THE   DETAILS ON SHEET M703 ARE INCOMPLETE.       38) PROVIDE A SEQUENCE OF OPERATION FOR THE OARTU-1.   CLARIFY HOW OUTDOOR AIR WILL BE SUPPLIED TO ALL THE   VARIOUS FAN COIL UNITS IN THE ROOMS AND COMMON AREAS.   WILL THE SYSTEMS BE DIGITALLY CONTROLLED? PLEASE REFER   TO SECTION C403.2.4.4 FBC-14 ENERGY CONSERVATION.       39) REFER TO SECTION C403.2.5.1 FBC-14 ENERGY   CONSERVATION- DEMAND CONTROLLED VENTILATION IS REQUIRED   FOR THE RESTAURANT AND THE MEETING ROOMS. INDICATE HOW   COMPLIANCE WILL BE MET AND PROVIDE DETAILS.       40) M501: SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE   VRV UNITS WITH ALLOWABLE LENGTH TABLES FOR REFRIGERANT   PIPING.       41) M801: AS PREVIOUSLY NOTED, A RATIONAL ANALYSIS AND   CALCULATIONS MUST BE SUBMITTED FOR THE SMOKE CONTROL   SYSTEM.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop P PLUMBING Rev No 5 Status P Date 2017-10-16 Cont ID   Sent By lcrespo Date 2017-10-16 Time 16:47 Rev Time 0.00 Received By lcrespo Date 2017-10-16 Time 16:46 Sent To   Notes 2017-10-16 16:48:11 10/16/17, APPROVED BY PLUMBING AND PUT BACK IN "   C25,26", LAC Review Stop P PLUMBING Rev No 4 Status F Date 2017-08-11 Cont ID   Sent By tklarge Date 2017-08-11 Time 11:36 Rev Time 0.00 Received By tklarge Date 2017-08-02 Time 14:32 Sent To   Notes 2017-08-02 14:33:28 1) THE TRENCH DRAIN DETAIL DOES NOT SHOW THAT THIS   DRAIN IS EQUIPPED WITH A WATER SEAL TRAP. COMPLY WITH   2014 FBC-PLUMBING SEC. 1002.1.   2) SUBMIT COMPLETE SPECIFICATIONS / DETAILS FOR THE PCU   UNIT. WPB AMEND. TO FBC SEC. 107.2.1.   3) SHT.P5.06 - THE SAMPLING PORT THAT SHOWS THE DOUBLE   SANITARY TEE WITH A CAP AT THE BOTTOM IS NOT AN   ACCEPTED DESIGN BY THE CITY. THE TWO WAY CLEANOUT ON   THE DISCHARGE SIDE OF THE GREASE INTERCEPTOR CAN BE   USED AS THE SAMPLING PORT AS LONG AS IT IS A MINIMUM OF   4 INCHES IN DIAMETER.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]     Review Stop P PLUMBING Rev No 3 Status F Date 2017-03-20 Cont ID   Sent By tklarge Date 2017-03-20 Time 09:36 Rev Time 0.00 Received By tklarge Date 2017-03-18 Time 05:15 Sent To   Notes 2017-03-20 06:32:40 1) SHT. A7.41 - INDICATE ON THE PLANS THAT THE SHOWER   SEAT IN ALTERNATE ROLL-IN SHOWER IS OF THE FOLDING   TYPE. 2014 FBC-ACCESSIBILITY SEC.610.3. 2ND REQUEST.   2) A LINT INTERCEPTOR IS REQUIRED FOR THE WASHING   MACHINES PER 2014 FBC-PLUMBING SEC.1003.6. SUBMIT A   DETAIL AND SIZING CALCULATIONS FOR THE UNIT. THE   SUBMITTED RESPONSE NARRATIVE REFERS TO A DETAIL ON SHT.   P5.01 BUT THERE IS NO DETAIL ON THIS PLAN AND I COULD   NOT FIND A DETAIL ANYWHERE IN THE PLANS. 2ND REQUEST.   3) SHT. P4.03 - SANITARY RISER # S/14 - 13TH FLOOR   TOILET ROOM #1305 BY STAIR # 2 - THE SANITARY RISER   DOEES NOT COMPLY WITH FBC 2014-PLUMBING SECS. 912 OR   914 FOR A HORIZONTAL WET VET OR A CIRCUIT VENT. PLACING   A VENT ON THE FIRST WATER CLOSET CONNECTED TO THE   HORIZONTAL DRAIN WILLL CORRECT THIS ISSUE. 2ND REQUEST.   4) SHT. P4.03 - SANITARY RISER S/14 - 7TH FLOOR KING   SUITE AND FLOORS 8 - 11 - A MAXIMUM OF 4 FIXTURE UNITS   ARE PERMITTED ON A 2 INCH WET VENT PER 2014   FBC-PLUMBING SEC.912.3 & TABLE 912.3. THE RISER SHOWS 6   FIXTURE UNITS ON A WET VENT.   5) SHTS. P4.04 & P4.05 - WATER RISERS -WATER FILTERS,   BEVERAGE DISPENSERS, COFFEE MACHINES AND NONCARBONATED   BEVERAGE DISPENSERS SHALL BE PROTECTED AGAINST BACKFLOW   PERR 2014 FBC-PLUMBING SECS.608.16.1 & 608.16.10. THESE   APPLIANCES ARE USUALLY UNDER CONTINUOUS PRESSURE AND A   ATMOSPHERIC VACUUM BREAKER AS CALLED OUT ON THE PLANS   DOES NOT MEET COMPLIANCE WITH THE NOTED CODE SECTIONS.   NONCARBONATED & CARBONATED BEVERAGE DISPENSERS, COFFEE   MACHINES, ETC. SHALL BE PROTECTED AGAINST BACKFLOW BY A   BACKFLOW PREVENTER CONFORMING TO ASSE 1022.   6) SHT. P2.01 - # 25 SHOWS A 2 INCH DRAIN FROM A   "SCRUBBER" TO THE GREASE WASTE AND SHT. P4.01 SHOWS A 1   INCH DRAIN FROM THE "SCRUBBER"". CLARIFY. SUBMIT   DETAILS / INFORMATION FOR THE SCRUBBER.   7) SUBMIT FACTORY SIZING CALCULATIONS FOR THE GREASE   INTERCEPTOR. 2014 FBC - PLUMBING SEC.1003.2.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]             Review Stop P PLUMBING Rev No 2 Status F Date 2016-12-27 Cont ID   Sent By tklarge Date 2016-12-27 Time 11:20 Rev Time 0.00 Received By tklarge Date 2016-12-17 Time 05:36 Sent To   Notes 2016-12-21 10:45:20 1) SHT.A7.41 - THE ACCESSIBLE SHOWERS APPEAR TO BE OF   THE ALTERNATE ROLL-IN TYPE.THE SEATS LOCATED IN THE   HANDICAPPED ACCESSIBLE SHOWERS SHALL COMPLY WITH 2014   FBC-ACCESS. SECS.610.3. THE SEAT SHALL EXTEND FROM THE   ADJACENT SIDE WALL TO A POINT WITHIN 3 INCHES OF THE   COMPARTMENT ENTRY. CLEARLY THE TYPE OF ROLL-IN SHOWER   ON THE PLAN, STANDARD ROLL-IN TYPE OR ALTERNATE ROLL-IN   TYPE.   2) SHT.A7.41 - THE TOILET PAPER DISPENSERS SHALL COMPLY   WITH 2014 FBC-ACCESS. SEC.604.9.6 ( 7 INCHES MINIMUM   AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET   MEASURED TO THE CENTERLINE OF THE DISPENSER). 2ND   REQUEST.   3) SHT.A7.41 - DETAIL #13 - THE SHOWER SEAT GRAB BAR   ADJACENT TO THE SEAT SHALL BE A MAXIMUM OF 6 INCHES   FROM THE BACK WALL PER 2014 FBC-ACCESS. SEC.608.3.3.   3) A LINT INTERCEPTOR IS REQUIRED PER 2014 FBC-PLUMBING   SEC.1003.6.SUBMIT A DETAIL AND SIZING CALCULATIONS.SEC   1003.2. A SCREEN PLACED IN A TROUGH/TRENCH DRAIN DOES   NOT MEET THE INTENT.   4) SHT.P2.09 - STAIR # 1 - THERE IS A KEY NOTE #12 NEXT   TO THE 4 INCH SANITARY LINE DOWN BUT THERE IS NO   KEYNOTE #12 LISTED. CLARIFY.   5) SHT. P4.02 - KEYNOTE #1 IS SHOWN AS A 2 INCH VENT AT   POINT "S" AND ALSO AS A 3 INCH VENT AT POINT   "B".CLARIFY. IS IT 2 INCH OR 3 INCH?   6) SHT. P4.02 - THE URINAL IN THE MEN'S RESTROOM IS   INSTALLED ON A VERTICAL WET VENT WHICH IS NOT PERMITTED   PER 2014 FBC-PLUMBING SEC. 912.1.1 (SEE DEFINITION OF   BATHROOM GROUP). THE URINAL SHALL BE INDIVIDUALLY   VENTED.   7) SHT.P4.01 - RISER S/2 - POINT "P" - THE VENT FROM   THE STACK IS SHOWN AS 3 INCH, REDUCES TO 2 INCH AND   THEN INCREASES TO 3 INCH AT THE CONNECTION TO RISER S/2   ON SHT.P4.03 - CLARIFY.   8) SHT. P4.03 - RISER S/14 - 13TH FLOOR TOILET ROOM   #1305 BY STAIRS #2 - THE SANITARY RISER DOES NOT COMPLY   WITH 2014 FBC-PLUMBING SECS.912 OR 914 FOR A HORIZONTAL   WET VENT OR A CIRCUIT VENT.PLACING AN INDIVIDUAL VENT   ON THE FIRST WATER CLOSET CONNECTED TO THE HORIZONTAL   DRAIN WILL CORRECT THIS ISSUE.   9) SHT. P4.03 - 7TH FLOOR KING SUITE - ONLY 4 FIXTURE   UNITS ARE PERMITTED ON A 2 INCH WET VENT PER 2014   FBC-PLUMBING SEC.912.3 & TABLE 912.3. SEE FLOORS #7-   #12.   10) SHT. P4.06 - WATER RISER #1 - BEVERAGE DISPENSERS,   COFFEE MACHINES AND NONCARBONATED BEVERAGE DISPENSERS   SHALL BE PROTECTED AGAINST BACKFLOW PER 2014   FBC-PLUMBING SECS.608.16.1 & 608.16.10. I COULD NOT   FIND THE NOTE ON THE PLAN. CLARIFY.   11) SHT. P4.07 - DETAILS "A" &"B" - BOTH WATER RISERS   INCLUDE "TYPICAL KING ROOM" VERBIAGE - CLARIFY.   12) SHT. P4.07 - DETAIL "B" - IF THIS WATER RISER IS   SUPPOSED TO BE THE "KING SUITE" A WATER CLOSET IS   MISSING FROM THE RISER IN THE HALF BATH AND A LAVATORY   IS MISSING FROM THE RISER IN THE FULL BATH.   13) SUBMIT A CCOMPLETE WATER RISER FOR THE LAUNDRY   ROOM.WPB AMEND. TO FBC SEC. 107.3.5.1.3.   14) PLACE A NOTE ON THE SANITARY DRAWINGS THAT ALL   FLOOR DRAINS SHALL BE EQUIPPED WITH TRAP PRIMERS. I   CANNOT FIND THE NOTE AS STATED IN THE NARRATIVE. 2014   FBC-PLUMBING SEC.1002.4.   15) THE FUNNEL DRAINS RECEIVING THE DISCHARGE FROM THE   ELEVATOR SUMPS SHALL BE EQUIPPED WITH TRAP PRIMERS.   2014 FBC-PLUMBING SEC.1002.4.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]                     Review Stop P PLUMBING Rev No 1 Status F Date 2016-08-16 Cont ID   Sent By tklarge Date 2016-08-16 Time 14:06 Rev Time 0.00 Received By tklarge Date 2016-07-23 Time 06:09 Sent To   Notes 2016-08-14 08:49:55 1) CIVIL DRAWING C-10 SHOWS A 1500 GALLON GREASE   INTERCEPTOR AND PLUMBING SHEET P5.06 CALLS OUT A 1250   GALLON INTERCEPTOR. CLARIFY.   2) LANDSCAPE DRAWINGS - SHOW THE SOURCE OF WATER FOR   THE IRRIGATION SYSTEM AND THE LOCATION OF THE   IRRIGATION SYSTEM CONTROLLER AND THE RAIN SENSOR. WPB   AMEND TO FBC SEC. 107.2.1.   3) SUBMIT THE OCCUPANT LOAD FOR THE DIFFERENT   OCCUPANCIES (ASSEMBLY- A-2, A-3, BUSINESS, STORAGE,   ETC.). THIS INFORMATION IS NEEDED TO DETERMINE THE   MINIMUM REQUIRED SANITARY FACILITIES FOR THE DIFFERENT   OCCUPANCY GROUPS FOR THE COMMON AREAS PER THE 2014 FPC   TABLE 403.1.   4) THE ASSEMBLY AREAS MAY BE REQUIRED TO COMPLY WITH   THE POTTY PARITY REQUIREMENTS OF THE 2014 FPC SEC.   403.1.3.   5) PLACE A NOTE ON THE ARCHITECTURAL PLANS THAT THE   GENERATOR & FUEL PIPING WILL BE DONE UNDER A SEPARATE   PERMIT.   6) SHT. A0.01 NOTES THIS BUILDING IS A 6 STORY MIDRISE   BUT THE APPLICATION NOTES THAT IT IS A 17 STORY   BUILDING. IT APPEARS TO BE A 13 STORY BUILDING.   CLARIFY.   7) SHT. A2.09 REFERS TO DETAIL 4 ON SHT. A7.41 - THERE   IS NO DETAIL 4 ON A7.41. CLARIFY.   8) SHT. A7.41 - DETAIL #13 - SHOWER HEAD LOCATION - A   FIXED SHOWER HEAD MOUNTED AT 48 INCHES ABOVE THE FINISH   FLOOR IS NOT PERMITTED IN TRANSIENT LODGING ROOMS PER   THE 2014 FBC-ACCESS. SEC.608.6 EXCEPTION.   9) SHT. A7.41 - SEATS LOCATED IN THE HANDICAPPED   ACCESSIBLE SHOWERS SHALL COMPLY WITH THE 2014   FBC-ACCESS. SECS. 610.3 & 806.2.4. SUBMIT COMPLETE   DETAILS FOR THE TYPE OF SEAT (RECTANGULAR OR L-SHAPED,)   DIMENSIONS FROM WALLS, LOCATION, ETC.   10) SHT. A7.41 - DETAIL #13 SHOWS THE MAXIMUM HEIGHT   RANGE FOR THE ACCESSIBLE LAVATORY AS 3 FEET. THE   MAXIMUM HEIGHT SHALL BE 34 INCHES. 2014 FAC SEC. 606.3.   11) SHT. A8.01 - SHOW THE WALL FINISH MATERIAL FOR   ROOMS #130,131,142,210,211,212,621, & 622. COMPLY WITH   THE 2014 FBC SEC. 1210.   12) GRAB BARS SHALL BE MEASURED TO THE TOP OF THE   GRIPPING SURFACE, NOT TO THE CENTERLINE AS SHOWN. FAC   SEC. 609.4.   13) SHT. A7.41 - ALTERNATE ROLL-IN SHOWER MEN'S &   WOMEN'S LOCKER ROOM - THE CONTROLS FOR THE ALTERNATE   ROLL-IN SHOWER SHALL COMPLY WITH 2014 FAC SECS.   608.5.3,608.6. THE THRESHOLD SHALL COMPLY WITH 608.7.   14) SHT. A7.41 - THE DETAILS SHOW ALL THE HANDICAPPED   WATER CLOSETS AT A HEIGHT OF ONE FOOT THREE INCHES   ABOVE THE FINISH FLOOR YET DETAIL #3 SHOWS ONE FOOT   SEVEN INCHES. CLARIFY.   15) SHT. A7.41 - TOILET PAPER DISPENSERS SHALL BE   LOCATED IN ACCORDANCE WITH THE FAC SEC.604.9.6.   16) SHT. A7.41 - DETAIL #6 - THE LENGTH OF THE STANDARD   TOILET STALLS SHALL COMPLY WITH FBC-PLUMBING SEC.403.   17) SHT. ID-0.1 ADA GUIDELINES - THE ACCESSIBILITY CODE   THAT IS IN EFFECT IN FLORIDA IS THE 2014   FBC-ACCESSIBILITY VOLUME, NOT THE ADA. THE FLORIDA CODE   IS AN ADA EQUIVALENT CODE AND CERTIFIED BY THE DOJ.   THESE DETAILS ARE NOT REQUIRED AND MAY CONFLICT WITH   THE FBC.   18) SHT.ID-2.40 - DETAIL 03 & SHT.ID-4.30 - SHOWS A   SINK LOCATED IN THE CORRIDOR. IF AVAILABLE TO THE   GUESTS THIS SINK SHALL COMPLY WITH FBC-ACCESS. SECS.   305. 606. MAX. HEIGHT SHALL BE 34 INCHES.   19) SUBMIT MANUFACTURER SPECIFICATIONS FOR THE ZOELLER   ALARM FOR THE ELEVATOR SUMP PUMP. WPB AMEND. TO FBC   SEC. 107.2.1.   20) SHT. P-2.01 - SHOWS THE FIRE STANDPIPE DRAIN   DISCHARGING TO THE STORM DRAINAGE SYSTEM. CITY CODE OF   ORDINANCES ARTICLE V, SEC. 90-203 (A) PROHIBITS THE   DISCHARGE OF ANYTHING OTHER THAN STORM WATER INTO THE   STORM DRAINAGE SYSTEM.   21) LABEL THE GW WATER RISERS ON THE WATER DISTRIBUTION   ISOMETRICS. WPB AMEND. TO FBC SEC. 107.3.5.1.3.   22) SHT. P4.01 - GREASY WASTE RISER GR/1 SHOWS NO   CONTINUATION POINT. CLARIFY. SUBMIT A COMPLETE   RISER/COLLECTION SYSTEM FOR THE GREASE WASTE SYSTEM.   WPB AMEND. TO FBC SEC. 107.3.5.1.3.   23) SHT. P4.01 - SHOW THE CONTINUATION POINT FOR THE   VENT FOR THE HAND SINK IN THE CAFE? (ROOM #134).   24) INDIVIDUAL VENTS, BRANCH VENTS, CIRCUIT VENTS AND   RELIEF VENTS EXCEEDING 40 FEET IN DEVELOPED LENGTH   SHALL BE INCREASED BY ONE NOMINAL PIPE SIZE FOR THE   ENTIRE DEVELOPED LENGTH OF THE VENT PIPE PER 2014 FPC   SEC.906.2.   25) SHT. P2.08 - KEYNOTE #16 - REFERS TO 3 INCH   SANITARY TO LEVEL 6 AND STATES "SEE P2.06 FOR LAYOUT."   P2.06 IS FOR THE FOURTH FLOOR. CLARIFY.   26) SHT. P2.09 - KEYNOTE #6 REFERS TO SHT. P2.01 FOR   CONTINUATION. THIS LINE IS NOT SHOWN ON P2.01. CLARIFY.   27) SHT. P2.09 - 3 PD'S (62 SF, 18 SF, 18 SF) & 1 DD   (1161 SF) AT GRID LINES 7-8 & B-C DO NOT APPEAR TO BE   ON THE STORM RISER DRAWINGS. CLARIFY.   28) SHT. P2.12 - KEYNOTE #8 REFERS TO A GAS SOLENOID   VALVE & SHUTOFF VALVE. THE VALVES SHALL BE LOCATED IN   THE SAME ROOM AS THE APPLIANCE. 2014 FGC SEC.409.5.1.   29) SHT. P2.12 -KEYNOTE #11 REFERS TO SHTS.P4.04 &   P4.06 FOR ENLARGED KITCHEN/BAR PLANS. THERE ARE NO SUCH   ENLARGED PLANS ON THESE SHEETS. CLARIFY.   30) SHT. P2.12 - BOTTOM PLAN - KEYNOTE # 3 REFERS TO   SHTS. P4.04 & P4.06 FOR GREASY WASTE PIPING. THERE IS   NO GREASY WASTE PIPING ON THESE SHEETS. REVISE NOTE TO   REFER TO CORRECT PAGE.   31) SHT. P2.12 - IDENTIFY ALL THE RISERS WITH A RISER   IDENTIFYING TAG NUMBER. WPB AMEND. TO FBC SEC. 107.2.1.   32) SHT. P2.13 - BOTTOM PLAN - KEYNOTE # 9 - SHOW THESE   RISERS ON P2.09 AS NOTED. I CANNOT FIND THESE RISERS ON   P2.09.CLEARLY IDENTIFY THESE RISERS. WPB AMEND. TO FBC   SEC. 107.2.1.   33) SHT. P2.09 SHOWS A SANITARY AND WATER LINE IN   STAIRWELL #1. THIS IS NOT PERMITTED PER 2014   FBC-BUILDING SEC. 1009.3.1.5.1.   34) SHT. P4.01 - THE PLANS SHOW THE WASTE FROM THE   ELEVATOR SUMPS DISCHARGING INTO THE GREASY WASTE   SYSTEM. THIS IS NOT PERMITTED. THE ELEVATOR SUMPS ARE   EQUIPPED WITH ALARMS. THIS DISCHARGE CAN GO TO THE   SANITARY OR TO A SEPARATE OIL SEPARATOR IF DESIRED. FBC   1003.3.1.   35) SHT. P4.01 - RESTROOMS #209 & 210 AND ROOMS #235,   236, 237 & 238 - THE RISER DOES NOT COMPLY WITH THE   2014 FPC FOR WET VENTS OR CIRCUIT VENTS.   36) A LINT INTERCEPTOR IS REQUIRED FOR THE LAUNDRY ROOM   PER 2014 FPC SEC. 1003.6.   37) SHTS. P4.01 & P4.02 - CLEARLY IDENTIFY THE   CONTINUATION POINTS OF ALL VENTS.   38) SHT. P4.02 - I CANNOT FIND KEYNOTE #1 ON THE PLAN.   CLARIFY.   39) SHT. P4.02 - CLARIFY THE DESIGN OF THE FIRST LEVEL   SANITARY SYSTEM. IT DOES NOT COMPLY WITH THE 2014 FPC   SEC. 912 FOR WET VENTS OR SEC. 914 FOR CIRCUIT VENTING.   40) SHT. P4.02 - THE LAYOUT OF THE 5TH FLOOR SANITARY   DOES NOT CORRELATE WITH THE FLOOR PLAN ON SHT. P2.08. -   CLARIFY.   41) SHT.P4.02 - THE 1ST LEVEL RISER SHOWS A PIECE OF   KITCHEN EQUIPMENT DISCHARGING INTO THE SANITARY. THEY   SHALL DISCHARGE INDIRECTLY INTO THE GREASE WASTE   SYSTEM. FPC SEC. 1003.3.1.   42) SHT. P4.02 - REFERS TO SHT. P5.01 FOR CONTINUATION   OF SANITARY LINES AND VENTS. THERE ARE NO RISERS ON   SHT. P5.01. CLARIFY.   43) SHT. P4.03 - RISER S/2 - KEYNOTE #3 - THE   REFERENCED VENT IS NOT IDENTIFIED ON SHT. P4.02.   CLARIFY.   44) SHT. P4.03 - RISER S/15 - THERE ARE NOT FIXTURES   SHOWN ON THE STACK AND IT IS INCOMPLETE. PROVIDE THE   ENTIRE RISER FOR REVIEW.   45) SHT. P4.03 - RISER S/14 - RESTROOMS BY STAIR #2 -   THE RISER DOES NOT COMPLY WITH THE FPC SEC. 912 OR SEC.   914 FOR A HORIZONTAL WET VENT OR A CIRCUIT VENT.   46) SHT. P4.04 - KEYNOTE #2 REFERS TO SHT. P4.03 FOR   THE CONTINUATION OF WATER LINES. SHT.P4.03 IS SANITARY   RISERS. KEYNOTE #2 DOES CORRELATE WITH WHAT IS SHOWN ON   THE WATER RISER. SEE KEYNOTES #3 & #8 ALSO. CLARIFY.   47) SHT. P4.05 - KEYNOTE #1 REFERS TO SHT. P4.03A.   THERE IS NO SUCH SHEET. CLARIFY.   48) SHT. P4.05 - SIZE ALL SECTIONS OF THE WATER RISER.   SEE KEYNOTE #1 AND PIPING AT POINTS A & B.   49) SHEET P4.05 - SHOW THE CONTINUATION POINTS OF THE   "A" LINE. THE RISER APPEARS TO SHOW TWO LINES TURNED   DOWN.   50) SHT. P4.05 - KEYNOTE #5 DOES NOT APPEAR TO   CORRELATE WITH THE RISER. CLARIFY.   51) SHT. P4.05 - SHOW THE CONTINUATION POINT OF THE 140   DEGREE WATER.   52) SHT. P4.06 - WATER RISER #1 - BEVERAGE DISPENSERS,   COFFEE MACHINES AND NONCARBONATED BEVERAGE DISPENSERS   SHALL BE PROTECTED AGAINST BACKFLOW PER FPC SECS.   608.16.1 & 608.16.10.   53) SUBMIT A WATER RISER FOR THE TYPICAL KING ROOM. THE   WATER RISER ON P4.07 IS FOR THE KING SUITE. WPB AMEND.   TO FBC SEC. 107.3.5.1.3.   54) SHT. P4.07 - DETAIL "C" THE WATER RISER SHOWS 2   LAVATORIES IN EACH ROOM & SHT. P2.10 AND RISER S/12   APPEAR TO SHOW ONE LAVATORY IN EACH ROOM. CLARIFY.   55) SHT. P4.07 - DETAIL 'H" - IDENTIFY THE L/SK & SK ON   THE WATER RISER. IF THESE ARE IN THE LAUNDRY ROOM   INCLUDE THE LAUNDRY ROOM NUMBER ON THE DETAIL AND   SUBMIT A COMPLETE WATER RISER FOR THE LAUNDRY.   56) ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS. 2014 FPC   SEC. 1002.4.   57) SHT. P4.10 - SUPPLY THE TONS OF REFRIGERANT PER   RISER. THE SIZING OF THE CONDENSATE RISERS SHALL COMPLY   WITH FPC TABLE 314.2.2.   58) THE FLOOR DRAINS RECEIVING THE DISCHARGE FROM THE   ELEVATOR SUMPS SHALL BE EQUIPPED WITH TRAP PRIMERS.   2014 FPC SEC.1002.4.       NOTE: THE BUILDING CODE REQUIREMENTS FOR THE POOL   EQUIPMENT ROOM WILL BE REVIEWED WHEN THE POOL PLANS ARE   SUBMITTED.       TIM LARGE   CHIEF PLUMBING INSPECTOR   561-805 PLUMBING PLAN REVIEW   -6692   [email protected]                                                                                                                                             Review Stop R ROOF PLAN REVIEW Rev No 2 Status P Date 2017-03-21 Cont ID   Sent By jwitmer Date 2017-03-21 Time 14:46 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2017-03-21 14:46:16 TUES. MARCH 21/ 2017   COMPLIED. ROOFING PRODUCT APPROVALS:   MIAMI-DADE NOA 15-1026.10 SEAMAN CORP FIBER TITE SINGLE   PLY ROOF SYSTEMS OVER CONCRETE DECK PAGE 25 OF 51 -240   PSF LIMITATION # 9.   FLORIDA APPROVAL 7989-R1 ATLAS ROOFING INSULATION AC   FOAM III. Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2016-07-18 Cont ID   Sent By jwitmer Date 2016-07-18 Time 06:28 Rev Time 0.00 Received By jwitmer Date 2016-07-18 Time 06:28 Sent To   Notes 2016-07-18 06:31:48 ROOFING/ BUILDING PLAN REVIEW   W. P. B. PERMIT: 16061443   ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON   CONT: TBD/ TO BE DETERMINED   TEL: 561-718-5987 / MARGARET LEON   E-MAIL: MLEONDADLP.COM       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: THURS. JULY 14/2016 - MON. JULY 18/2016   ACTION: DENIE       1) NO ROOFING PRODUCT APPROVALS WERE SUBMITTED THIS   REVIEW. 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA   DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010   (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS   THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(D) ROOFING PRODUCTS AND ASSEMBLIES   (G) PRE-ENGINEERED A/C STANDS       2) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE   FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS   PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED   SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF   THE BUILDING. THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       3) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF   ZONES 2 & 3. IF SO RAS 117 CALCULATIONS ARE REQUIRED BY   EITHER A FLORIDA ARCHITECT OR ENGINEER.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]       DEVELOPMENT SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE.   MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF   FLORIDA SAVING LIVES AND PROPERTY SINCE 1953         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status P Date 2017-10-02 Cont ID   Sent By shill Date 2017-10-02 Time 08:09 Rev Time 0.00 Received By shill Date 2017-09-29 Time 17:44 Sent To   Notes 2017-10-02 08:09:42 SI ONSITE INSPECTOR MARK PINA, JOSEPH SERVOS   LAZARO ALFONSO, PE, SI   BLISS & NYITRAY   THRESHOLD INSPECTION PLAN ON SHEET S1.02   VERDEX CONSTRUCTION LLC       ROUTED ORIGINAL TO RECORDS, COPY TO K.CONRAD                     Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2016-07-16 Cont ID   Sent By jwitmer Date 2016-07-16 Time   Rev Time 0.00 Received By jwitmer Date 2016-07-16 Time   Sent To   Notes 2017-07-27 11:05:22 SEE BUILDING REVIEW       SI ONSITE INSPECTOR MARK PINA, JOSEPH SERVOS   LAZARO ALFONSO, PE, SI   BLISS & NYITRAY             2016-07-16 14:32:52 SEE BUILDING REVIEW NOTES 5. Review Stop Z ZONING Rev No 5 Status P Date 2017-10-24 Cont ID   Sent By aaponte Date 2017-10-24 Time 12:07 Rev Time 0.00 Received By aaponte Date 2017-10-24 Time 12:07 Sent To   Notes 2017-10-24 12:10:59 PROVISO: 1. PEDESTRIAN CROSSING RAMP AT TRINITY AND   DIXIE SHALL BE REDESIGN FOR A BETTER PEDESTRIAN   CIRCULATION.   2. FIRE HYDRANT PROPOSED ON DIXIE SHALL BE MOVED AWAY   FROM THE PEDESTRIAN PATH OF TRAVEL. IT CAN BE LOCATED 2   FEET FROM THE BACK OF CURB, ALIGNED WITH TREES.   3. PLEASE INSTALL LANDSCAPE BASE PLANTING ON EITHER   SIDE OF THE SERVICE DOOR LOCATED BETWEEN THE FIRE   CONTROL ROOM AND THE MANAGER'S ROOM.   4. PLEASE STUDY THE POSSIBILITY OF INSTALLING BASE   PLANTING ALONG DIXIE HWAY NEXT TO FACADE (MAX WIDTH 3   FEET), AT GRADE OR IN PLANTERS.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439 Review Stop Z ZONING Rev No 4 Status P Date 2017-08-04 Cont ID   Sent By aaponte Date 2017-08-04 Time 16:28 Rev Time 0.00 Received By aaponte Date 2017-08-04 Time 16:28 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 3 Status F Date 2017-04-10 Cont ID   Sent By aaponte Date 2017-04-10 Time 11:40 Rev Time 0.00 Received By aaponte Date 2017-04-10 Time 11:50 Sent To   Notes 2017-04-10 11:50:29 1.COMPLIED- FAR LISTED IN SHEET A1.01 AND GBA LISTED IN   THE SAME SHEET DO NOT MATCH.   2. COMPLIED- PLEASE PROVIDE THE FAR DIAGRAMS FOR EACH   FLOOR INDICATING THE AERAS COUNTED AS FAR AND THE   SQUARE FOOTAGE.   3. PLEASE PROVIDE DIAGRAMS TO CONFIRM COMPLIANCE WITH   THE BLANK WALL AND MINIMUM FENESTRATION REQUIREMENTS   FOR EACH FACADE. INCLUDE TOTAL AREA OF EACH FACADE,   AREA OF EACH WINDOW AND PERCETAGE CALCULATION.   4.PLEASE PROVIDE COLORED ELEVATIONS AND INLCUDE   PICTURES OF DIFFERENT MATERIALS SPECIFIED FOR THE   FACADE ALONG WITH THE DETAIL SPECIFICATION. PLEASE   PROVIDE A BLOW OUT OF FIRST FLOOR FACADE WITH DETAILED   MATERIALS.   5. COMPLIED- PLEASE INCLUDE NOTES TO INDICATE CHANGES   ON PLANE ELEVATION ON EACH FACADE AND THE DIMENSION OF   SUCH CHANGE.   6. NOT SATISFIED - PLEASE SHOW THAT THE SIDEWALK   ELEVATION IS MAINTAINED ACROSS DRIVEWAY, SECTIONS   PROVIDED SHOWS CROSS SLOPE BUT DO NOT CONFIRM   THEELEVATION OF THE SIDEWALK IS MAINTAINED- PLEASE   PROVIDE A SECTION TO CONFIRM THE SIDEWALK ELEVATION IS   MAINTAINED ACROSS DRIVEWAYS.   7. NO TRAFFIC MARKINGS SHALL BE PROVIDED ON THE   SIDEWALK SURFACE.   8. ALL ABOVE GROUND MECHANICAL EQUIPMENT (BACKFLOW   PREVENTOR VALVES, TRANSFORMERS ETC) SHALL BE LOCATED   OUTSIDE THE MINIMUM SETBACK LINE AND SHALL BE SCREENED   WITH A WALL AND A LANDSCAPE HEDGE.   9.PLEASE CONFIRM GLASSING IS LIGHT TINTED OR NO TINTED.   10. PLEASE PROVIDE A GROUND FLOOR EXTERIOR LIGHTING   PLAN. LIGHT FIXTURES SHALL MATCH ADJACENT FIXTURES ON   CORRESPONDING SIDE.   11. PLEASE SUBMIT A SEPARATE LANDSCAPE PERMIT.   12. PLESE INDICATE HOW MANY ON-STREET PARKING SPACES   ARE GOING TO BE REMOVED. A FEE WILL BE ASSESSED FOR   SUCH REMOVAL.   13. PLEASE PROVIDE A NARRATIVE ON THE DETAIL   SPECIFICATION OF THE ROOFTOP MECHANICAL EQUIPMENT TO   CONFIRM APPLICANT COMMITMENT TO INSTALL THE LOWER NOISE   LEVEL EQUIPMENT POSSIBLE.   14. PLEASE INDICATE THE LOCATION OF THE ART ELEMENT TO   COMPLY WITH THE ART IN PUBLIC PLACES ORDINANCE.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Review Stop Z ZONING Rev No 2 Status F Date 2016-12-22 Cont ID   Sent By aaponte Date 2016-12-22 Time 15:59 Rev Time 0.00 Received By aaponte Date 2016-12-22 Time 15:59 Sent To   Notes 2016-12-22 16:11:45 1. FAR LISTED IN SHEET A1.01 AND GBA LISTED IN THE SAME   SHEET DO NOT MATCH.   2. PLEASE PROVIDE THE FAR DIAGRAMS FOR EACH FLOOR   INDICATING THE AERAS COUNTED AS FAR AND THE SQUARE   FOOTAGE.   3. PLEASE PROVIDE DIAGRAMS TO CONFIRM COMPLIANCE WITH   THE BLANK WALL AND MINIMUM FENESTRATION REQUIREMENTS   FOR EACH FACADE. INCLUDE TOTAL AREA OF EACH FACADE,   AREA OF EACH WINDOW AND PERCETAGE CALCULATION.   4.PLEASE PROVIDE COLORED ELEVATIONS AND INLCUDE   PICTURES OF DIFFERENT MATERIALS SPECIFIED FOR THE   FACADE ALONG WITH THE DETAIL SPECIFICATION. PLEASE   PROVIDE A BLOW OUT OF FIRST FLOOR FACADE WITH DETAILED   MATERIALS.   5. PLEASE INCLUDE NOTES TO INDICATE CHANGES ON PLANE   ELEVATION ON EACH FACADE AND THE DIMENSION OF SUCH   CHANGE.   6.PLEASE PROVIDE A SECTION TO CONFIRM THE SIDEWALK   ELEVATION IS MAINTAINED ACROSS DRIVEWAYS.   7. NO TRAFFIC MARKINGS SHALL BE PROVIDED ON THE   SIDEWALK SURFACE.   8. ALL ABOVE GROUND MECHANICAL EQUIPMENT (BACKFLOW   PREVENTOR VALVES, TRANSFORMERS ETC) SHALL BE LOCATED   OUTSIDE THE MINIMUM SETBACK LINE AND SHALL BE SCREENED   WITH A WALL AND A LANDSCAPE HEDGE.   9.PLEASE CONFIRM GLASSING IS LIGHT TINTED OR NO TINTED.   10. PLEASE PROVIDE A GROUND FLOOR EXTERIOR LIGHTING   PLAN. LIGHT FIXTURES SHALL MATCH ADJACENT FIXTURES ON   CORRESPONDING SIDE.   11. PLEASE SUBMIT A SEPARATE LANDSCAPE PERMIT.   12. PLESE INDICATE HOW MANY ON-STREET PARKING SPACES   ARE GOING TO BE REMOVED. A FEE WILL BE ASSESSED FOR   SUCH REMOVAL.   13. PLEASE PROVIDE A NARRATIVE ON THE DETAIL   SPECIFICATION OF THE ROOFTOP MECHANICAL EQUIPMENT TO   CONFIRM APPLICANT COMMITMENT TO INSTALL THE LOWER NOISE   LEVEL EQUIPMENT POSSIBLE.   14. PLEASE INDICATE THE LOCATION OF THE ART ELEMENT TO   COMPLY WITH THE ART IN PUBLIC PLACES ORDINANCE.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439.         Review Stop Z ZONING Rev No 1 Status F Date 2016-07-27 Cont ID   Sent By aaponte Date 2016-07-27 Time 15:59 Rev Time 0.00 Received By aaponte Date 2016-07-27 Time 15:59 Sent To   Notes 2016-07-27 15:59:32 SITE PLAN APPROVAL PROCESS NOT COMPLETED YET. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved