Plan Review Details - Permit 14120580
Plan Review Stops For Permit 14120580
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-04-30 Cont ID  
Sent By jwitmer Date 2015-04-30 Time 13:34 Rev Time 0.00
Received By jwitmer Date 2015-04-30 Time 10:30 Sent To  
Notes
2015-04-30 13:31:20BUILDING PLAN REVIEW
 PERMIT: 14120580
 ADD: 901 45TH ST./ QUANTUM HOUSE
 CONT: HEDRICK BROTHERS
 TEL: ( 561)589-8880
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: THURS. APRIL 30/ 2015
 ACTION: BUILDING PROVISO
  
 1) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 PRODUCT APPROVALS HAVE NOT IDENTIFIED OPENING SIZES,
 TYPE OF GLAZING, MULLIONS, PRESSURES, FASTENERS, NOR
 PRESSURES, CIRCLE TO IDENTIFY FOR REVIEW.
 NOTE: IF EITHER THE DESIGNER OF RECORD OR THE
 CONTRACTOR WOULD PREFER TO SUBMIT THE PRODUCT APPROVALS
 AFTER THE PERMIT ISSUANCE AS A DEFERRED SUBMITTAL
 PLEASE IN YOUR RESPONSE LETTER NOTE AS SUCH. 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.
  
 2) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-03-30 Cont ID  
Sent By jwitmer Date 2015-03-30 Time 16:04 Rev Time 0.00
Received By jwitmer Date 2015-03-30 Time 07:01 Sent To  
Notes
2015-03-30 16:04:12BUILDING PLAN REVIEW
 PERMIT: 14120580
 ADD: 901 45TH ST./ QUANTUM HOUSE
 CONT: HEDRICK BROTHERS
 TEL: ( 561)589-8880
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: MON. MARCH 30/ 2015
 ACTION: DENIED
  
 1) 2ND REQUEST, PLEASE SEE SURVEY NOTE # 5 THIS SURVEY
 WAS PREPARED FOR DELINEATING THE EXISTING IMPROVEMENTS
 IN THE VICINITY OF THE QUANTUM HOUSE, NOT FOR THE
 DELINEATING THE AH FLOOD ZONE FROM THE B FLOOD ZONE.
 PLEASE PROVIDE A SURVEY FOR THIS LOCATION. THE EXISTING
 STRUCTURE MAY OR MAY NOT BE LOCATED IN A AH FLOOD ZONE
 LOOKING BETWEEN THE FIMA FLOOD MAPS AND THE COUNTY GIS,
 THERE IS SOME DISCREPANCY BETWEEN THE FEMA FLOOD MAP
 PANEL 120192- 0015-B DATED 3/01/79 IS THE CURRENT MAP.
 THE BASE FLOOD ELEVATION SHOWN ON THIS MAP IS 17'-0"
 NGVD.
 IF THE EXISTING BUILDING IS LOCATED IN THE AH FLOOD
 ZONE, THEN SUBSTANTIAL IMPROVEMENT ON THE EXISTING
 BUILDING THAT WILL BE ANOTHER FACTOR, SEE W.P.B.
 MUNI-CODE 94-611 DEFINITION FOR SUBSTANTIAL
 IMPROVEMENT.
  
 2) COMPLIED.
 3) PAGE 002 SHEET LIFE SAFETY 1:
 3A) COMPLIED.
  
 3B) COMPLIED. OCCUPANT LOADS ROUNDED UP
 3C) 2ND REQUEST NO PLANS SUBMITTED. CONSTRUCTION TYPE
 INDICATES: III-B SPRINKLERED, PLEASE SPECIFY COMPLIANCE
 WITH FBC-B 903.3.1.1 NFPA 13 OR 903.3.1.2 NFPA 13R.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS: 5. FIRE SUPPRESSION
 SYSTEMS SHALL INCLUDE: EARLY WARNING SMOKE EVACUATION
 SYSTEMS, SCHEMATIC FIRE SPRINKLERS.
  
 4)2ND REQUEST. THIS BUILDING QUALIFIES FOR THE RESIDENT
 INSPECTOR PROGRAM WITH AN AREA OF 20,000 SQ. FT. 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: (5.)
 FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT. RESIDENT INSPECTOR FORMS WILL BE E-MAILED OUT TO
 THE CONTRACTOR CONTACT.
  
 4A)FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 4B) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
 4C) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 4D) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 5) THE PERMIT APPLICATION INDICATES A TOTAL OF
 2,800,000.00 FOR THE TOTAL PROJECT PLEASE BREAK OUT THE
 VARIOUS PERMIT VALUES FOR ;
 SIGNAGE, LANDSCAPING, SITE WORK, PAVING, IRRIGATION,
 FIRE SPRINKLER, FIRE ALARM LOW VOLTAGE, ALL PERMITS
 THAT WILL NOT BE INCLUDED UNDER THE PRIME PERMIT.
 THE MEP & ROOFING ARE A NO FEE SUB-PERMIT. THIS WAY WE
 CAN FIGURE THE ACTUAL PERMIT FEES FOR THE BUILDING
 PERMIT. W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF
 PERMIT FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION.
 RESPONSE: NOTED FOR FUTURE REFERENCE:
  
  
 6) SEMI-COMPLIED. PLEASE PROVIDE WHAT THE MEAN ROOF
 HEIGHT IS FOR THIS PROJECT, NEITHER THE A3.00 SERIES
 NOR SHEET S-5 PROVIDE WHAT THE MEAN ROOF HEIGHT. SHEET
 S-5 THE ROOF PRESSURES ARE LOW FOR A 4:12 PITCH ROOF IN
 A C EXPOSURE. WILL THE ROOF PRESSURES FOR OVER THE
 CLEAR STORY BE ON A SEPARATE PRESSURE CHART? AGAIN
 PROVIDE THE MEAN ROOF HEIGHT FOR THE CLEARSTORY. FBC-B
 1609.6.4.4.1/ TABLE 1609.6.2(2)
  
 6A)SEMI COMPLIED. THE DESIGNER OF RECORD HAS PROVIDED
 TO CHARTS ONE FOR THE MAIN BUILDING MEAN ROOF HEIGHT,
 THE SECOND FOR THE CLEARSTORY. THE CHARTS FOR THE ROOF
 SHOW A 10 SQ. FT. AREA FOR FASTENING, THIS IS CORRECT,
 BUT NEITHER CHART SHOWS OPENINGS GREATER THAN 10 SQ FT
 FOR WINDOWS AND DOORS. CHARTS SHOULD SHOW PRESSURES,
 POSITIVE & NEGATIVE FOR 10, 20, 50, & 100 SQ. FT. VASD.
 FBC-B 1609.6.4.4.1/ TABLE 1609.6.2(2)
  
 6B)2ND REQUEST, THE ROOF ZONES 2 & 3 BOTH INDICATE THE
 SAME PRESSURES AS IF THERE WAS A 3 FOOT PARAPET AROUND
 THE PERIMETER ELIMINATING ROOF ZONE # 3 THE ROOF
 SCHEMATIC SHOWS A ROOF ZONE 3 AND A CORNER DISTANCE OF
 6 FT. FBC-B 1609.6.4.4.1/ TABLE 1609.6.2(2). UPDATE
 CHARTS.
  
 6C) COMPLIED
  
 7) 2ND REQUEST. 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 PRODUCT APPROVALS HAVE NOT IDENTIFIED OPENING SIZES,
 TYPE OF GLAZING, MULLIONS, PRESSURES, FASTENERS, NOR
 PRESSURES, CIRCLE TO IDENTIFY FOR REVIEW.
 NOTE: IF EITHER THE DESIGNER OF RECORD OR THE
 CONTRACTOR WOULD PREFER TO SUBMIT THE PRODUCT APPROVALS
 AFTER THE PERMIT ISSUANCE AS A DEFERRED SUBMITTAL
 PLEASE IN YOUR RESPONSE LETTER NOTE AS SUCH. 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.
  
 8)2ND REQUEST. 2010 FBC 107.3.4.1 PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY THE DCA RULE
 9N-03 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 9) COMPLIED. CHANGED LOCATION OF THE RATED WALLS AND
 DOORS LEADING TO THE RESIDENTIAL CORRIDOR.
 10) 2ND REQUEST. PAGE 08 SHEET A1.0, PAGE 10/A1.2 AND
 PAGE 12/ A1.4. IN SPEAKING WITH THE DESIGNER OF RECORD,
 THE 2ND MEANS OF EGRESS FROM THE R1 OCCUPANCIES WAS
 GOING TO BE THROUGH THE DINING ROOM 157. THERE WAS TO
 BE NO KITCHEN IN THIS AREA AND THE EXIT DOOR WAS TO BE
 THE DOOR FROM THE DINING ROOM THAT LEADS TO THE
 EXTERIOR. THE DESIGNER OF RECORD WAS CONSIDERING THIS
 AREA TO BE CONSIDERED A HORIZONTAL EXIT (FBC-B 1025.2)
 WITH A 2 HOUR FIRE BARRIER REQUIRING THE DOUBLE DOORS
 AT EACH END THAT LEADS INTO THE R2 OCCUPANCY TO HAVE 1
 ? HOUR OPENING PROTECTIVE, FBC-B TABLE 715.4.
 11) 2ND REQUEST. RESPONSE INDICATES THEY ARE DOING
 NOTHING WITH THIS SECTION. THIS IS THE PORTION OF THE
 PROJECT WHICH IS A LEVEL II ALTERATION SHOWING WORK IN
 THE EXISTING KITCHEN EXISTING HALL, LAUNDRY AND HOUSE
 KEEPING/ STORAGE. PAGE 11/ A1.3 PARTIAL FLOOR PLANS
 SHOW THE LEVEL II AREA OF ALTERATION. THE 2010 FBC-B
 705.2 EXCEPTION # 2 STATES MEANS OF EGRESS CONFORMING
 TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
 BUILDING AND THE FLORIDA FIRE PREVENTION CODE UNDER
 WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED
 COMPLIANT MEANS OF EGRESS IF, IN THE OPINION OF THE
 CODE OFFICIAL, THEY DO NOT CONSTITUTE A DISTINCT HAZARD
 TO LIFE.
 THERE IS NO FIRE BARRIERS BETWEEN THE R1 OCCUPANCY AND
 THE KITCHEN AS WELL AS THE REMAINDER OF THE ORIGINAL
 BUILDING. THE 2010 FBC-B TABLE 1018.1 REQUIRES FIRE
 RATED CORRIDORS AND (2) MEANS OF EGRESS TABLE 1015.1.
 12) COMPLIED. OPENINGS % OF OPENINGS FROM PROPERTY LINE
 13) 2ND REQUEST. THE 500 SERIES WALL SECTIONS SHOW THE
 USE OF ICYNENE SPRAY INSULATION, MINIMUM OF R-19.
 PLEASE PROVIDE COMPLIANCE WITH 2603.4.1.6 PROTECTION
 AGAINST IGNATION. PROVIDE THE MANUFACTURERS TEST REPORT
 AND CIRCLE THE SUB-SYSTEM THE DESIGNER OF RECORD WISHES
 TO USE.
 THERMAL BARRIER REQUIREMENTS 2603.4. ALSO PROVIDE THE
 EVALUATION REPORT FOR THIS PRODUCT WITH INSTALATION
 INSTRUCTIONS, CIRCLE THE SUB-SYSTEM THAT WILL BE USED
 FOR THIS APPLICATION AND THE MAXIMUM AMOUNTS THIS
 INSTALLATION CAN BE APPLIED IN THICKNESS.
  
 14) SHEET SP1.0:
 14A) 2ND REQUEST. THE RESPONSE INDICATES THAT THE PORT
 COCHERE IS FOR DELIVERIES . BY THE DEFINITION OF PORT
 COCHERE . A ROOFED STRUCTURE COVERING A DRIVEWAY AT THE
 ENTRANCE OF A BUILDING TO PROVIDE SHELTER WHILE
 ENTERING OR LEAVING A VEHICLE. A PASSAGEWAY THROUGH A
 BUILDING OR SCREEN WALL DESIGNED TO LET VEHICLES PASS
 FROM THE STREET TO AN INTERIOR COURTYARD.
 THE PORT COCHERE IS A COVERED DROP OFF AREA , IT WILL
 NEED TO MEET THE EQUIVALENT FACILITATION 2010 FBC-B
 EQUIVALENT OR GREATER ACCESSIBILITY AND USABILITY. THE
 LOADING ZONE MUST BE UNDER THE PORTCOCHERE OR SHOW
 EQUIVALENCY. THE PLANS WILL ALSO NEED TO SHOW THE
 LOADING ZONE IN FRONT OF THE PORT COCHERE. THE
 PASSENGER LOADING ZONE NEEDS TO COMPLY WITH BOTH
 SECTIONS OF THE 2010 FL ACCESS. CODE 503.2 VEHICLE
 PULL-UP SPACE AND 503.3 AN ACCESS AISLE.
 14B) 2ND REQUEST. THE VERTICAL DISTANCE REQUIRED FOR
 THE PASSENGER LOADING ZONE IS 114 INCHES MINIMUM 2010
 FL ACCESS. CODE 503.5.
  
 14C)2ND REQUEST. THE RESPONSE STATED THERE WOULD BE NO
 PUBLIC T BUS SERVICE, THAT IS NOT WHAT WAS REQUESTED.
 WILL THERE BE EITHER A BUS OR VAN SERVICE THAT WILL
 SHUTTLE FAMILIES FROM QUANTUM HOUSE TO THE MAIN
 HOSPITAL CAMPUS? 2010 FL ACCESS. CODE 209.2.2 BUS
 LOADING ZONES. IN BUS LOADING ZONES RESTRICTED TO USE
 BY DESIGNATED OR SPECIFIED PUBLIC TRANSPORTATION
 VEHICLES, EACH BUS BAY, BUS STOP, OR OTHER AREA
 DESIGNATED FOR LIFT OR RAMP DEPLOYMENT SHALL COMPLY
 WITH 810.2. BUS BOARDING AND ALIGHTING AREAS.
  
 14D-E)COMPLIED.
 15) COMPLIED
 16A) PROVISO: SHEET A-7.0 LAUNDRY DETAILS DO NOT SHOW
 ANY VENDING MACHINES FOR SOAP POWDER IF OFFERED THE
 MACHINES NEED TO BE AT A ELEVATION IN COMPLIANCE WITH
 REACH RANCGES ACCESS. CODE 308 AND OPERABLE PARTS
 ACCESS.
  
 16B) PROVISO: THE HEIGHT OF THE WASHER AND DRYER ARE TO
 MEET THE REQUIREMENTS OF ACCESS. CODE 611.4 AND
 OPERABLE PARTS, INCLUDING DOORS, LINT SCREENS, AND
 DETERGENT AND BLEACH COMPARTMENTS SHALL COMPLY WITH
 309.
  
 17) COMPLIED
 18) SHEET A7.2 PLEASE SHOW COMPLIANCE WITH FL ACCESS.
 CODE TRANSIENT LODGING GUEST ROOMS:
 18A) 806.2.4 TOILET AND BATHING FACILITIES.
  
 18B)806.3 GUEST ROOMS WITH COMMUNICATION FEATURES.
  
 18C) 2ND REQUEST. GUEST ROOMS REQUIRED TO PROVIDE
 COMMUNICATION FEATURES SHALL COMPLY WITH 806.3.
 IN GUEST ROOMS REQUIRED TO HAVE ACCESSIBLE
 COMMUNICATION FEATURES, CONSIDER ENSURING COMPATIBILITY
 WITH ADAPTIVE EQUIPMENT USED BY PEOPLE WITH HEARING
 IMPAIRMENTS. TO ENSURE COMMUNICATION WITHIN THE
 FACILITY, AS WELL AS ON COMMERCIAL LINES, PROVIDE
 TELEPHONE INTERFACE JACKS THAT ARE COMPATIBLE WITH BOTH
 DIGITAL AND ANALOG SIGNAL USE. IF AN AUDIO HEADPHONE
 JACK IS PROVIDED ON A SPEAKER PHONE, A CUTOFF SWITCH
 CAN BE INCLUDED IN THE JACK SO THAT INSERTION OF THE
 JACK CUTS OFF THE SPEAKER. IF A TELEPHONE-LIKE HANDSET
 IS USED, THE EXTERNAL SPEAKERS CAN BE TURNED OFF WHEN
 THE HANDSET IS REMOVED FROM THE CRADLE. FOR HEADSET OR
 EXTERNAL AMPLIFICATION SYSTEM COMPATIBILITY, A STANDARD
 SUBMINIATURE JACK INSTALLED IN THE TELEPHONE WILL
 PROVIDE THE MOST FLEXIBILITY.
  
 18D-E) COMPLIED
  
 18F)(A) 2ND REQUEST. FL ACC CODE 224.2 GUEST ROOMS WITH
 MOBILITY FEATURES. IN TRANSIENT LODGING FACILITIES,
 GUEST ROOMS WITH MOBILITY FEATURES COMPLYING WITH 806.2
 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 224.2.
 MINIMUM NUMBER OF REQUIRED ROOMS WITHOUT ROLL-IN
 SHOWERS.
  
 18F)(B) 18F)(A) 2ND REQUEST. FL ACC CODE 224. GUEST
 ROOMS WITH COMMUNICATION FEATURES. IN TRANSIENT LODGING
 FACILITIES, GUEST ROOMS WITH COMMUNICATION FEATURES
 COMPLYING WITH 806.3 SHALL BE PROVIDED IN ACCORDANCE
 WITH TABLE 224.4.
 19) COMPLIED.
 20) PLEASE SHOW COMPLIANCE WITH 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION
 ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR
 EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR
 OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS.
 THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT
 ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 21) 2ND REQUEST. UL U-419 DOES NOT PROVIDE A STC
 RATING. PLEASE SHOW COMPLIANCE WITH 1207.3
 STRUCTURE-BORNE SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN
 DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC
 OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN
 IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN
 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH
 ASTM E 492.
  
 22) COMPLIED. IMPACT FEES.
 23) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-01-16 Cont ID  
Sent By jwitmer Date 2015-01-16 Time 17:44 Rev Time 0.00
Received By jwitmer Date 2015-01-13 Time 15:50 Sent To  
Notes
2015-01-13 17:28:29BUILDING PLAN REVIEW
 PERMIT: 14120580
 ADD: 901 45TH ST./ QUANTUM HOUSE
 CONT: HEDRICK BROTHERS
 TEL: (
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. JAN. 13/ 2015
 ACTION: DENIED
  
 1) PLEASE PROVIDE A SURVEY FOR THIS LOCATION. THE
 EXISTING STRUCTURE MAY OR MAY NOT BE LOCATED IN A AH
 FLOOD ZONE LOOKING BETWEEN THE FIMA FLOOD MAPS AND THE
 COUNTY GIS, THERE IS SOME DISCREPANCY BETWEEN THE TO,
 THE FEMA FLOOD MAP PANEL 120192- 0015-B DATED 3/01/79
 IS THE CURRENT MAP. THE BASE FLOOD ELEVATION SHOWN ON
 THIS MAP IS 17'-0" NGVD.
  
 PLEASE REVIEW SECTION 1612.4 DESIGN AND CONSTRUCTION
 DOCUMENTS IF THE EXISTING BUILDING IS LOCATED WITHIN
 THE AH FLOOD ZONE. ASCE 24 FOR A STRUTURE CATEGORYII
 DFE + 1FT OR DFE, WHICHEVER IS HIGHER.
  
 IF THE EXISTING BUILDING IS LOCATED IN THE AH FLOOD
 ZONE, THEN SUBSTANIAL IMPROVEMENT ON THE EXISTING
 BUILDING THAT WILL BE ANOTHER FACTOR, SEE W.P.B.
 MUNI-CODE 94-611 DEFINITION FOR SUBSTANIAL IMPROVEMENT.
  
 2) PAGE 44 SHEET S-3.1 THE FOUNDATION NOTE # 1.A
 INDICATES THERE IS A SOILS REPORT TO BE PREPARED BY
 ARDAMAN & ASSOCIATES. NO SOILS REPORT WAS INCLUDED IN
 THIS SUBMITTAL. 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.
  
 3) PAGE 002 SHEET LIFE SAFETY 1:
 3A) UNDER THE CLASSIFICATION OF WORK THE PLANS INDICATE
 A LEVEL II ALTERATION THE PERMIT APPLICATION SCOPE OF
 WORK UNDER THIS PERMIT LIST THE CONSTRUCTION OF A
 20,000 SQ. FT. ADDITION, THERE APPEARS TO BE A
 DISCREPANCY IN THE SCOPE OF WORK TO TAKE PLACE UNDER
 THIS PERMIT? IS THE EXISTING BUILDING TO HAVE A LEVEL
 II ALTERATION? 107.2.1.3 DISCREPANCY, ADDITIONAL
 INFORMATION REQUIRED. FOR THIS REVIEW WE ARE GOING TO
 REVIEW TO A 20,000 SQ. FT. ADDITION AND A LEVEL II
 ALTERATION TO THE EXISTING STRUCTURE.
  
 3B) OCCUPANT LOADS INTHE GROUP HEADINGS OF A2 & STORAGE
 OCCUPANCIES THE OCCUPANT LOAD WAS ROUNDED DOWN AND NOT
 TO THE NEXT FULL OCCUPANT, OCCUPANT LOADS ARE ALWAYS
 ROUNDED UP, NO PARTS OF OCCUPANT. FBC-B 1004.1. AND SEE
 BOAF INFORMAL INTERPRETATION # 5479. UPDATTE OCCUPANT
 LOADS.
  
 3C) CONSTRUCTION TYPE INDICATES: III-B SPRINKLERED,
 PLEASE SPECIFY COMPLIANCE WITH FBC-B 903.3.1.1 NFPA 13
 OR 903.3.1.2 NFPA 13R.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS: 5. FIRE SUPPRESSION
 SYSTEMS SHALL INCLUDE: EARLY WARNING SMOKE EVACUATION
 SYSTEMS, SCHEMATIC FIRE SPRINKLERS.
  
 4) THIS BUILDING QUALIFIES FOR THE RESIDENT INSPECTOR
 PROGRAM WITH AN AREA OF 20,000 SQ. FT. 2010 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION, 110.3.9 OTHER INSPECTIONS SERVICES.
 THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY
 OTHERS, THE INSPECTIONS REQUIRED BY SECTION 109. HE/SHE
 MAY ACCEPT REPORTS OF INSPECTORS OF RECOGNIZED
 INSPECTION SERVICES, PROVIDED THAT AFTER INVESTIGATION
 HE/SHE IS SATISFIED AS TO THEIR QUALIFICATIONS AND
 RELIABILITY. A CERTIFICATE CALLED FOR BY ANY PROVISION
 OF THE TECHNICAL CODES SHALL NOT BE BASED ON SUCH
 REPORTS UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY
 A RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES: (5.) FOR BUILDINGS
 WITH AREA GREATER THAN 20,000 SQUARE FOOT. RESIDENT
 INSPECTOR FORMS WILL BE E-MAILED OUT TO THE CONTRACTOR
 CONTACT.
  
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE
 BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER
 CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH
 INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS
 INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF
 THE RESIDENT INSPECTOR.
  
 NOTE: WHEN THE PERMIT IS ISSUED, AND THE PROJECT DOX
 LIBRARIAN E-MAILS YOU THAT YOU CAN DOWNLOAD YOUR
 APPROVED PLANS FOR PRINTING, THE CITY WILL REQUIRE 2
 COLOR SETS OF PLANS, ONE FOR THE RESIDENT INSECTOR, THE
 OTHER FOR THE CITY MEP INSPECTORS.
  
 NOTE: EVEN WITH AN ONSITE RESIDNET INSPECTOR, THE
 CONTRACTOR IS STILL REQUIRED TO CALL IN THE STRUCTURAL
 INSPECTIONS FOR AUDITING PURPOSES, PLUS NO ACTIVITY
 WILL EXPIRE THE PERMIT WITH NO ACTIVITY.
  
 5) THE PERMIT APPLICATION INDICATES A TOTAL OF
 2,800,000.00 FOR THE TOTAL PROJECT PLEASE BREAK OUT THE
 VARIOUS PERMIT VALUES FOR ;
 SIGNAGE, LANDSCAPING, SITE WORK, PAVING, IRRIGATION,
 FIRE SPRINKLER, FIRE ALARM LOW VOLTAGE, ALL PERMITS
 THAT WILL NOT BE INCLUDED UNDER THE PRIME PERMIT.
 THE MEP & ROOFING ARE A NO FEE SUB-PERMIT. THIS WAY WE
 CAN FIGURE THE ACTUAL PERMIT FEES FOR THE BUILDING
 PERMIT. W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF
 PERMIT FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION.
  
 6) PLEASE PROVIDE WHAT THE MEAN ROOF HEIGHT IS FOR THIS
 PROJECT, NEITHER THE A3.00 SERIES NOR SHEET S-5 PROVIDE
 WHAT THE MEAN ROOF HEIGHT. SHEET S-5 THE ROOF PRESSURES
 ARE LOW FOR A 4:12 PITCH ROOF IN A C EXPOSURE. WILL THE
 ROOF PRESSURES FOR OVER THE CLEAR STORY BE ON A
 SEPARATE PRESSURE CHART? AGAIN PROVIDE THE MEAN ROOF
 HEIGHT FOR THE CLEARSSTORY. FBC-B 1609.6.4.4.1/ TABLE
 1609.6.2(2)
  
 6A) WILL THE ROOF PRESSURES FOR OVER THE CLEAR STORY BE
 ON A SEPARATE PRESSURE CHART? AGAIN PROVIDE THE MEAN
 ROOF HEIGHT FOR THE CLEARSTORY. FBC-B 1609.6.4.4.1/
 TABLE 1609.6.2(2)
  
 6B) THE ROOF ZONES 2 & 3 BOTH INDICATE THE SAME
 PRESSURES AS IF THERE WAS A 3 FOOT PARAPET AROUND THE
 PERMITER ELIMENATING ROOF ZONE # 3 THE ROOF SCHEMATIC
 SHOWS A ROOF ZONE 3 AND A CORNER DISTANCE OF 6 FT.
 FBC-B 1609.6.4.4.1/ TABLE 1609.6.2(2)
  
 6C) THE ROOF OVER HANG ZONES HAVE NOT BEEN SHOWN ON
 SHEET S-5 EITHER. FBC-B 1609.6.4.4.1/ TABLE
 1609.6.2(2).
  
 7) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 NOTE: IF EITHER THE DESIGNER OF RECORD OR THE
 CONTRACTOR WOULD PREFER TO SUBMIT THE PRODUCT APPROVALS
 AFTER THE PERMIT ISSUANCE AS A DEFERRED SUBMITTAL
 PLEASE IN YOUR RESPONSE LETTER NOTE AS SUCH. 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.
  
 8) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 9) PAGE 12 SHEET A1.4 PARTIAL NORTH, DOOR 153, 154 &
 159 ARE WITHIN A 1 HOUR FIRE RATED CORRIDOOR TABLE
 1018.1/ TABLE 715.4.ALSO SEE PAGE 31 SHEET A6.0 DOOR
 SCHEDULE NO FIRE RATING.
  
 10) PAGE 08 SHEET A1.0 INDICATE THE 1 HOUR FIRE RATED
 CORRIDORS IN THE R1 OCCUPANCY, CORRIDORS 308 & 412.
 THIS PLAN DOES NOT SHOW HOW THE 1 HOUR FIRE RATED
 CORRIDORS SHALL BE CONTINUOUS TO AN EXIT. SEE FBC-B
 1018.6 CORRIDOR CONTINUITY, THE EXCEPTION ALLOWS FOR
 FOYERS, LOBBIES OR RECEPTION ROOMS TO BE CONSTRUCTED AS
 CORRIDORS. THE PROBLEM IS IN THE CORIDOR 308 & 412
 DUMPING INTO ANOTHER OCCUAPNCY (A2 OR B) THAT DOES NOT
 REQUIRE A RATED CORRIDOR FOR A SPRINKLERED BUILDING.
  
 11) A SIMILAR SITUATION OCCURS ON THE SOUTH GUEST WING
 WHERE THE R1 OCCUPANCY RUNS INTO A BUSINESS OCCUPANCY
 AND INTO THE EXISTING KITCHEN WHICH IS HIGHLIGHTED AS
 WORK TO BE ACCCOMPLISHED UNDER THIS PERMIT.
  
 12) PLEASE PROVIDE THE DISTANCE FROM THE DINING ROOM
 157 WALL TO THE PROPERTY LINE, IT APPEARS TO BE RIGHT
 AT 20 FT. IF UNDER 20 FT. SEE FBC-B TABLE 705.8
 PROVIDE CALCULATIONS FOR ALLOWABLE WALL AREA.
 UNPROTECTED, SPRINKLRED, 75 %.
  
 13) THE 500 SERIES WALL SECTIONS SHOW THE USE OF
 ICYNENE SPRAY INSULATION, MINIMUM OF R-19. PLEASE
 PROVIDE COMPLIANCE WITH 2603.4.1.6 PROTECTION AGAINST
 IGNITION. THERMAL BARRIER REQUIREMENTS 2603.4. ALSO
 PROVIDE THE EVALUATION REPORT FOR THIS PRODUCT WITH
 INSTALATION INSTRUCTIONS, CIRCLE THE SUB-SYSTEM THAT
 WILL BE USED FOR THIS APPLICATIONAND THE MAXIMUM
 AMOUNTS THIS INSTALATION CAN BE APPLIED IN THICKNESS.
  
 14) SHEET SP1.0:
 14A) THE PORT COCHERE IS A COVERED DROP OFF AREA BUT
 THE PLANS ALSO SHOW THE LOADING ZONE INFRONT OF THE
 PORT COCHERE. THE PASSENGER LOADING ZONE NEEDS TO
 COMPLY WITH BOTH SECTIONS OF THE 2010 FL ACCESS. CODE
 503.2 VEHICLE PULL-UP SPACE AND 503.3 AN ACCESS AISLE.
 THESE ELEMENTS SHOULD BE UNDER THE PORT COCHERE TO MEET
 EQUIVALENT FACILITATION 103.
  
 14B) THE VERTICAL DISTANCE REQUIRED FOR THE PASSENGER
 LOADING ZONE IS 114 INCHES MINIMUM 2010 FL ACCESS. CODE
 503.5.
  
 14C) WILL THERE BE EITHER A BUS OR VAN SERVICE THAT
 WILL SHUTTLE FAMILIES FROM QUANTUM HOUSE TO THE MAIN
 HOSPITAL CAMPUS? 2010 FL ACCESS. CODE
 209.2.2 BUS LOADING ZONES. IN BUS LOADING ZONES
 RESTRICTED TO USE BY DESIGNATED OR SPECIFIED PUBLIC
 TRANSPORTATION VEHICLES, EACH BUS BAY, BUS STOP, OR
 OTHER AREA DESIGNATED FOR LIFT OR RAMP DEPLOYMENT SHALL
 COMPLY WITH 810.2. BUS BOARDING AND ALIGHTING AREAS.
  
 14D) THE SITE PLAN SHOWS (2) AREAS WHERE THE 4'-0" WIDE
 WALK PATH (THE NORTH & EAST) EXCEED THE 200 FT. WITHOUT
 A PASSING ZONE, SEE 2010 FL ACCESS. CODE 403.5.3.
  
 14E) FUTURE GAZEBO NOT PART OF THIS PREMIT.
  
 15) THE PORT COCHERE SHOWS INSULATION AT THE ROOF LEVEL
 BUT NOT UNDER THE CEILING OF THE PORT COCHERE, NOR AT
 THE BUILDING LINE AS SHOWN AT THE BACK OF THE BUILDING
 SEE DETAIL3 SHEET A-5.0. NOTE DETAIL 3 SHEET A-5.0
 SHOWS THE USE OF ICYNENE SPRAY INSULATION IN THE
 VERTICAL WALL APPLICATION. PLEASE PROVIDE THE
 MANUFACTURERS SPECIFICATION FOR THIS PRODUCT AND
 LIMITATIONS OF USE IN THE VERTICAL PLANE. FBC-B
 2603.1.AND SCOPE 2601. THESE PROVISIONS SHALL GOVERN
 THE MATERIAL, DESIGN AND APPLICATION OF THE FOAM
 PLASTIC INSULATION.
  
 16A) SHEET A-7.0 LAUNDRY DETAILS DO NOT SHOW ANY
 VENDING MACHINES FOR SOAP POWDER IF OFFERED THE
 MACHINES NEED TO BE AT A ELEVATION IN COMPLIANCE WITH
 REACH RANCGES ACCESS. CODE 308 AND OPERABLE PARTS
 ACCESS.
  
 16B) THE HEIGHT OF THE WASHER AND DRYER ARE TO MEET THE
 REQUIREMENTS OF ACCESS. CODE 611.4 AND OPERABLE PARTS,
 INCLUDING DOORS, LINT SCREENS, AND DETERGENT AND BLEACH
 COMPARTMENTS SHALL COMPLY WITH 309.
  
 17) SHEET A7.3 FOOD PREPERATION DETAIL # 1 158 SHOWS A
 48 INCH ISLAND COUNTER TOP SHOWS A DETAIL 5/A7.2 FOR
 THE ELEVATION AND HEIGHT OF THIS UNIT. THAT DETAIL IS
 OF A BATH AT GUEST ROOM. DISCREPANCY IN
 PLANS.107.2.1.3.
  
 18) SHEET A7.2 PLEASE SHOW COMPLIANCE WITH FL ACCESS.
 CODE TRANSIENT LODGING GUEST ROOMS:
 18A) 806.2.4 TOILET AND BATHING FACILITIES.
  
 18B)806.3 GUEST ROOMS WITH COMMUNICATION FEATURES.
  
 18C) GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION
 FEATURES SHALL COMPLY WITH 806.3.
  
 18D) 806.3.1 ALARMS.
  
 18E) 806.3.2 NOTIFICATION DEVICES.
  
 18F) 224.2 GUEST ROOMS WITH MOBILITY FEATURES. IN
 TRANSIENT LODGING FACILITIES, GUEST ROOMS WITH MOBILITY
 FEATURES COMPLYING WITH 806.2 SHALL BE PROVIDED IN
 ACCORDANCE WITH TABLE 224.2.
  
 19) SHEET ID-2 AND ID-3 SHOWS THE USE OF CARPET IN THE
 R-1 UNITS AND CORIDORS OF THE R-1 UNITS. PLEASE PROVIDE
 COMPLIANCE WITH 2010 FBC-B 804.4.1 MINIMUM CRITICAL
 REDIANT FLUX. SEE EXCEPTION FOR SPRINKLERED BUILDINGS.
  
 20) PLEASE SHOW COMPLIANCE WITH 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION
 ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR
 EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR
 OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS.
 THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT
 ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 21) PLEASE SHOW COMPLIANCE WITH 1207.3 STRUCTURE-BORNE
 SOUND. FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS
 OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 22) 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.
  
 23) 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 CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-03-31 Cont ID  
Sent By rlecky Date 2015-03-31 Time 14:49 Rev Time 0.00
Received By rlecky Date 2015-03-31 Time 14:49 Sent To  
Notes
2015-03-31 14:50:50A SEPERATE PERMIT IS REQUIRED FOR THE SITE LIGHITNG.
 WIND LOAD ENGINEERING IS REQUIRED FOR THE POLES FOOTERS
 AND LIGHTING ASSEMBLY.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-01-22 Cont ID  
Sent By rlecky Date 2015-01-22 Time 10:25 Rev Time 0.00
Received By rlecky Date 2015-01-20 Time 10:20 Sent To  
Notes
2015-01-22 10:26:4114120580
 901 45TH ST.
 ADDITION
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS.
  
 PROVIDE THE SPECIFICATIONS FOR THE LIGHTING POLES AND
 FIXTURES. PROVIDE SIGNED AND SEALED WIND LOADING
 CERTIFICATION FOR THE LIGHT POLE ASSEMBLY WITH FIXTURES
 AND FOUNDATION FROM THE ENGINEER OF RECORD. NEC 110.2,
 FBC 1609.1, ASCE 7-10 ( NOTE: THIS MAY ALSO BE
 ACCOMPLISHED AS PART OF THE SITE LIGHTING PERMIT)
  
 INDICATE THE SIZE OF BRANCH CIRCUITS AND CONDUIT FOR
 THE SITE LIGHTING. NEC 210.3 ( NOTE: THIS MAY ALSO BE
 ACCOMPLISHED AS PART OF THE SITE LIGHTING PERMIT)
  
 PROVIDE A DETAIL OR DESCRIPTION FOR THE RELOCATION AND
 MODIFICATION REQUIRED OF THE EXISTING MDP TO RELOCATE
 THE MAIN BONDING JUMPER TO THE NEW SERVICE DISCONNECT.
 NEC 250.28
  
 PROVIDE A SIGN AT THE NEW MDP INDICATING LOCATION OF
 THE MAIN DISCONNECT. NEC 230.2(E)
  
 PROVIDE A SAFETY LABELING SCHEDULE FOR FLASH PROTECTION
 FOR THE SERVICE, PANEL BOARDS AND MAIN DISCONNECTING
 MEANS ON THE ELECTRICAL PLAN. NEC 110.22
  
 PANEL EM OVERCURRENT DEVICE EXCEEDS RATING OF THE
 FEEDER. NEC T 320.16
  
 TWO ADDITIONAL RECEPTACLES THAT ARE READILY ACCESSIBLE
 ARE REQUIRED IN THE TYPICAL UNIT. NEC 210.60(B)
  
 PROVIDE A SUMMARY LOAD CALCULATION. NEC 220.1, 220.40
  
 NOTE: SEPARATE PERMITS AND PLANS ARE REQUIRED FOR ALARM
 SYSTEMS, SECURITY, SITE LIGHTING AND DATA SYSTEMS.
  
  
 ROBERT LECKY, CBO
 ELECTRICAL PLANS REVIEW
 561-373-3701
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-04-10 Cont ID  
Sent By cranford Date 2015-04-10 Time 08:25 Rev Time 0.00
Received By cranford Date 2015-04-10 Time 08:25 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2015-01-05 Cont ID  
Sent By cranford Date 2015-01-05 Time 13:33 Rev Time 0.00
Received By cranford Date 2015-01-02 Time 15:45 Sent To  
Notes
2015-01-02 15:46:32ALSO BEING REVIEWED UNDER ENGINEERING DEVELOPMENT
 PERMIT E15010001.
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2015-05-01 Cont ID  
Sent By wjolin Date 2015-05-01 Time 16:26 Rev Time 0.00
Received By wjolin Date 2015-05-01 Time 16:10 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2015-04-15 Cont ID  
Sent By wjolin Date 2015-04-15 Time 13:37 Rev Time 0.00
Received By wjolin Date 2015-04-14 Time 16:01 Sent To  
Notes
2015-04-14 17:04:09901 45TH STREET
 PERMIT #14120580
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS) CHAPTER 28 - NEW
 HOTELS & DORMITORIES. FOR NON-SEPARATED MIXED USE
 OCCUPANCIES, THE MOST STRINGENT FIRE AND LIFE SAFETY
 REQUIREMENTS OF EACH OCCUPANCY SHALL APPLY TO THE
 BUILDING.
  
 *****PROVISO: SUMBMIT REVISED PLANS ADDRESSING
 COMMENTS*****
  
 SUBMIT REVISED CIVIL PLANS BASED UPON TELEPHONE
 CONVERSATIONS (LOOP FIRE MAINS, RELOCATE FIRE HYDRANTS,
 MARK FIRE LANE WITH SIGNAGE).
  
 SHEET LS1.0 & A1.0: THE LIFE SAFETY PLAN SHOWS THE
 CROSS CORRIDOR FIRE BARRIER AT THE RESIDENTAL DORMS AS
 BEING A 1-HOUR FIRE BARRIER; HOWEVER, THE OVERALL FLOOR
 PLAN DRAWING INDICATES THIS WALL TO BE A 2-HOUR FIRE
 BARRIER AND POSSIBLY INTENDED TO BE A HORIZONTAL EXIT.
 IF THIS IS TO BE A HORIZONTAL EXIT THEN PER SECTION
 7.2.4.3.4:
 WHERE FIRE BARRIERS SERVING HORIZONTAL EXITS, TERMINATE
 AT OUTSIDE WALLS, AND THE OUTSIDE WALLS ARE AT AN ANGLE
 OF LESS THAN 180 DEGREES FOR A DISTANCE OF 10 FEET ON
 EACH SIDE OF THE HORIZONTAL EXIT, THE OUTSIDE WALLS
 SHALL HAVE A MINIMUM 1-HOUR FIRE RESISTANCE RATING,
 WITH OPENING PROTECTIVES HAVING A MINIMUM 3/4-HOUR FIRE
 PROTECTION RATING, FOR A DISTANCE OF 10 FEET ON EACH
 SIDE OF THE HORIZONTAL EXIT. IF A HORIZONTAL IS NOT
 INTENDED TO BE USED, THEN THE FOLLOWING APPLIES:
 RESPONSE COMMENT - FIRE RATED CORRIDORS #308 & #412
 HAVE A SECONDARY EXIT THAT DOES NOT LEAD DIRECTLY TO AN
 EXIT AND REQUIRES OCCUPANTS TO LEAVE THE PROTECTED
 CORRIDOR TO SEEK A SECONDARY EXIT. OCCUPANTS TRAVEL
 PASSED A NON-RATED GUEST LAUNDRY (#154), JANITOR CLOSET
 (#153) DINING (#157) AND EVEN AN ADJACENT NON-RATED
 CORRIDOR (#144). PER SECTION7.5.1.2, CORRIDORS SHALL
 PROVIDE EXIT ACCESS WITHOUT PASSING THROUGH ANY
 INTERVENING ROOMS OTHER THAN CORRIDORS, LOBBIES, AND
 OTHER SPACES PERMITTED TO BE OPEN TO THE CORRIDOR.
 ORIGINAL COMMENT - SHEET LS1.0: EXIT ACCESS CORRIDORS
 IN THE DORM AREA LEAD DIRECTLY TO ONLY 1 EXIT. PER
 7.5.1.1.1 FIRE RATED EXIT ACCESS CORRIDORS SHALL
 PROVIDE ACCESS TO TWO EXITS BY SEPARATE WAYS OF TRAVEL.
  
 RESPONSE COMMENT - KITCHEN #111 IS OPEN TO EXIT ACCESS
 CORRIDOR #200. THIS IS AN EXISTING FIRE CODE VIOLATION
 THAT NEEDS TO BE CORRECTED TO PROTECT THE INTEGRITY OF
 THE CORRIDOR. PER SECTION 29.3.6.1.3 (EXISTING
 DORMITORIES- CORRIDORS) BUILDINGS PROTECTED THROUGHOUT
 BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM, NO FIRE
 RESISTANCE RATING SHALL BE REQUIRED, BUT THE WALLS AND
 ALL OPENINGS THEREIN SHALL RESIST THE PASSAGE OF SMOKE.
 DOORS THAT OPEN ONTO EXIT ACCESS CORRIDORS SHALL BE
 SELF-CLOSING AND SELF-LATCHING.
 ORIGINAL COMMENT - SHEET A1.0: EXISTING KITCHEN #111 IS
 OPEN TO EXISTING FIRE RATED EXIT ACCESS CORRIDOR #200
 AND NEW CORRIDOR #129.
  
 RESPONSE COMMENT - VERIFY ALL DOOR FIRE PROTECTION
 RATINGS AND HARDWARE. DOOR SCHEDULE DOES NOT APPEAR TO
 BE UPDATED. FOR EXAMPLE DOOR #157 DOES NOT INDICATE
 PANIC HARDWARE. DOOR #308A AND #412A DO NOT INDICATE A
 FIRE EXIT HARDWARE OR A DOOR RATING OF 90-MINUTES IF
 LOCATED IN A 2-HOUR FIRE BARRIER. DOOR #147 AND #159 DO
 NOT HAVE A FIRE RATING.
 ORIGINAL COMMENT - SHEET A-6.0: FOR NEW AND EXISTING
 ASSEMBLY OCCUPANCIES WITH AN OCCUPANT LOAD OF 100 OR
 MORE PERSONS (50 PERSONS PER THE FLORIDA BUILDING
 CODE), PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO
 RELEASE THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE
 PERMITTED THAT WOULD NOT BE RELEASED BY THE PANIC
 HARDWARE. AS A SUBSTITUTE FOR PANIC HARDWARE, THE MAIN
 ENTRANCE IS PERMITTED TO HAVE AN INTERIOR KEYED DOOR
 LOCK (AND NO LATCH) WITH A READILY VISIBLE SIGN STATING
 THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
 OCCUPIED. SIGN LETTERS SHALL BE AT LEAST 1 INCH IN
 HEIGHT. KEYED LOCK TO BE EQUIPPED WITH AN "OPEN/LOCKED"
 INDICATOR WINDOW (SUCH AS ADAMS RITE 4089 OR SIMILAR).
 A THUMB TURN STYLE LOCK IS NOT PERMITTED TO BE
 SUBSTITUTED FOR A KEYED LOCK. PROVIDE A DOOR SCHEDULE
 FOR THE EXISTING BUILDING AS THESE DOORS MAY REQUIRE
 PANIC/FIRE EXIT HARDWARE DUE TO THE INCREASED BUILDING
 OCCUPANCY.
  
 RESPONSE COMMENT - ARE THE EXISTING HORN-STROBE DEVICES
 TO BE CHANGED OUT FOR SPEAKER-STROBE DEVICES?
 ORIGINAL COMMENT - SHEET FA1.1:THIS BUILDING MAY CREATE
 A NON-CONFORMITY WHEREBY ASSEMBLY OCCUPANCIES WITH AN
 OCCUPANT LOAD EXCEEDING 300 PERSONS REQUIRE A VOICE
 EVACUATION FIRE ALARM SYSTEM THROUGHOUT THE BUILDING.
  
 RESPONSE COMMENT - ENGINEERED FIRE SPRINKLER
 CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A GENERAL
 BUILDING PERMIT. AFTER THE BUILDING PERMIT HAS BEEN
 ISSUED, THE SUBCONTRACTORS CAN THEN SUBMIT SHOP
 DRAWINGS (CONFORMING TO THE ENGINEERED CONSTRUCTION
 DOCUMENTS) FOR A SUB-PERMIT.
 ORIGINAL COMMENT - FIRE PROTECTION: FOR ISSUANCE OF A
 GENERAL BUILDING PERMIT, SECTION 105.3.1.2(2) OF THE
 FLORIDA BUILDING CODE REQUIRES SEALED FIRE PROTECTION
 CONSTRUCTION DOCUMENTS FOR THE DESIGN OR ALTERATION OF
 50 OR MORE AUTOMATIC FIRE SPRINKLERS. PER FLORIDA
 ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 ADDITIONAL PLAN REVIEW COMMENTS MAY BE GENERATED WHEN
 PLANS ARE RESUBMITTED.
  
 NOTE: SUB-PERMITS ARE NEEDED FOR FIRE SPRINKLER, FIRE
 ALARM, UNDERGROUND FIRE LINES/HYDRANTS ETC.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By wjolin Date 2015-04-02 Time 11:17 Sent To  
Notes
2015-04-02 11:48:48901 45TH STREET
 PERMIT #14120580
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS) CHAPTER 28 - NEW
 HOTELS & DORMITORIES. FOR NON-SEPARATED MIXED USE
 OCCUPANCIES, THE MOST STRINGENT FIRE AND LIFE SAFETY
 REQUIREMENTS OF EACH OCCUPANCY SHALL APPLY TO THE
 BUILDING.
  
 SHEET C2: PLAN INDICATES THE DEMOLITION OF THE EXISTING
 FIRE HYDRANT AND FIRE LINE SUPPLYING THE EXISTING
 BUILDING. IS THE EXISTING BUILDING TO BE UNOCCUPIED
 DURING CONSTRUCTION?
  
 SHEET C6: THE NEW FIRE HYDRANT ON THE WEST SIDE OF THE
 PROPERTY NEEDS TO BE RELOCATED TO EAST (APPROX 100
 FEET) AS THIS PAVED DRIVE IS NOT DESIGNED AS A FIRE
 LANE.
  
 SHEET C6: SUPPLYING TWO FIRE HYDRANTS WITH A DEAD-END
 FIRE MAIN IS NOT SUPPORTED.
  
  
  
  
 SHEET LS1.0: EXIT ACCESS CORRIDORS IN THE DORM AREA
 LEAD DIRECTLY TO ONLY 1 EXIT. PER 7.5.1.1.1 FIRE RATED
 EXIT ACCESS CORRIDORS SHALL PROVIDE ACCESS TO TWO EXITS
 BY SEPARATE WAYS OF TRAVEL.
  
  
  
  
 SHEET A1.0: EXISTING KITCHEN #111 IS OPEN TO EXISTING
 FIRE RATED EXIT ACCESS CORRIDOR #200 AND NEW CORRIDOR
 #129.
  
 SHEET A1.3: PATIO AREAS DO NOT APPEAR TO BE EQUIPPED
 WITH EXIT SIGNS, EMERGENCY LIGHTS. PATIO DOORS DO NOT
 APPEAR TO BE ON DOOR SCHEDULE AND MAY REQUIRE PANIC
 HARDWARE FOR EXITING.
  
 SHEET A-6.0: FOR NEW AND EXISTING ASSEMBLY OCCUPANCIES
 WITH AN OCCUPANT LOAD OF 100 OR MORE PERSONS (50
 PERSONS PER THE FLORIDA BUILDING CODE), PANIC HARDWARE
 SHALL BE PROVIDED ON DOORS TO RELEASE THE LOCK/LATCH.
 NO OTHER LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT
 BE RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR
 PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE
 AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A
 READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS
 SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK TO BE
 EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW (SUCH
 AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN STYLE LOCK
 IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED LOCK.
 PROVIDE A DOOR SCHEDULE FOR THE EXISTING BUILDING AS
 THESE DOORS MAY REQUIRE PANIC/FIRE EXIT HARDWARE DUE TO
 THE INCREASED BUILDING OCCUPANCY.
  
 SHEET E2.1: NO EXIT SIGN ABOVE EXIT DOOR IN DINING
 #157.
  
 SHEET E2.1: DID NOT LOCATE EMERGENCY LIGHTING FOR PATIO
 #139 AND COVERED ENTRY #136.
  
 SHEET FA1.1: NO CARBON MONOXIDE DETECTORS PROVIDED;
 HOWEVER, PLUMBING SHEET P1.1 INDICATES THE USE OF GAS
 FIRED APPLIANCES.
  
 SHEET FA1.1: INDICTE THE LOCATION OF THE EXISTING FACP.
 THIS BUILDING MAY CREATE A NON-CONFORMITY WHEREBY
 ASSEMBLY OCCUPANCIES WITH AN OCCUPANT LOAD EXCEEDING
 300 PERSONS REQUIRE A VOICE EVACUATION FIRE ALARM
 SYSTEM THROUGHOUT THE BUILDING.
  
 SHEET FA1.1: NO NOTIFICATION APPLIANCE LOCATED IN
 LAUNDRY #159, DINING #122 AND PASSAGE #121. POSSIBLE
 INSUFFICIENT COVERAGE IN DINING #157 AND IN CORRIDORS
 #412 AND #306 BY UTILIZING A WALL MOUNTED APPLIANCE
 WITH THE STROBES LOCATED PERPENDICULAR TO EACHOTHER.
  
 GENERAL: NO CIVIL PLANS (PAVING, WATER, DRAINAGE)
 SUBMITTED. NEW AND EXISTING DEAD-END FIRE DEPARTMENT
 ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE
 PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE
 APPARATUS TO TURN AROUND. PER SECTION 18.2.3.4.1.1
 (NFPA 1), FIRE DEPARTMENT ACCESS ROADS SHALL HAVE A
 SURFACE DESIGNED TO ACCOMMODATE FIRE APPARATUS WEIGHING
 AT LEAST 32 TONS. ACCESS ROADS SHALL HAVE AN
 UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET AND AN
 UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13
 FEET 6 INCHES. PER SECTION 18.2.3.5.3 (NFPA 1), FIRE
 LANES SHALL BE MARKED WITH FREESTANDING SIGNS READING,
 "FIRE LANE - NO PARKING BY ORDER OF THE FIRE
 DEPARTMENT." SIGNS SHALL BE 12" X 18" WITH A WHITE
 BACKGROUND AND RED LETTERS AND SHALL BE A MAXIMUM OF
 SEVEN FEET IN HEIGHT TO THE BOTTOM OF THE SIGN. SIGNS
 SHALL BE WITHIN SIGHT OF THE TRAFFIC FLOW AND BE SPACED
 A MAXIMUM OF 60 FEET APART.
  
  
 FIRE PROTECTION: FOR ISSUANCE OF A GENERAL BUILDING
 PERMIT, SECTION 105.3.1.2(2) OF THE FLORIDA BUILDING
 CODE REQUIRES SEALED FIRE PROTECTION CONSTRUCTION
 DOCUMENTS FOR THE DESIGN OR ALTERATION OF 50 OR MORE
 AUTOMATIC FIRE SPRINKLERS. PER FLORIDA ADMINISTRATIVE
 CODE SECTION 61G15-32.004, FIRE PROTECTION ENGINEERING
 DOCUMENTS SHALL INCLUDE THE POINT OF SERVICE FOR THE
 WATER SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS
 APPLICABLE TO THE PROJECT, CLASSIFICATION OF HAZARD
 OCCUPANCY FOR EACH ROOM OR AREA, SUPPRESSION SYSTEM
 TYPE, DESIGN DENSITIES, WATER SUPPLY DATA (FIRE PUMP
 DATA, HYDRANT FLOW TEST DATA) AND ANY PERFORMANCE BASED
 INFORMATION SUCH AS PRE-ENGINEERED SYSTEMS.
  
 GENERAL: IS THE EXISTING FACILITY TO REMAIN OPERATIONAL
 DURING CONSTRUCTION OF THE ADDITION? IF YES, INDICATE
 THE 1-HOUR FIRE BARRIER TO BE INSTALLED TO SEPARATE THE
 CONSTRUCTION FROM THE OCCUPIED BUILDING. PROVIDE
 DRAWING NOTE INDICATING ALL CONSTRUCTION AND DEMOLITION
 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. PROVIDE
 DRAWING NOTE INDICATING, "FIRE PROTECTION SYSTEMS SHALL
 REMAIN ACTIVE DURING DEMOLITION AND RENOVATION
 ACTIVITIES. IN THE EVENT A FIRE PROTECTION SYSTEM IS
 OUT OF SERVICE FOR MORE THAN 4-HOURS IN A 24-HOUR
 PERIOD, THE BUILDING SHALL BE PLACED UNDER A FIRE
 WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED BY
 EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY."
  
 ADDITIONAL PLAN REVIEW COMMENTS MAY BE GENERATED WHEN
 PLANS ARE RESUBMITTED.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-01-23 Cont ID  
Sent By wjolin Date 2015-01-23 Time 13:54 Rev Time 0.00
Received By wjolin Date 2015-01-21 Time 14:52 Sent To  
Notes
2015-01-21 15:09:13901 45TH STREET
 PERMIT #14120580
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS) CHAPTER 28 - NEW
 HOTELS & DORMITORIES. FOR NON-SEPARATED MIXED USE
 OCCUPANCIES, THE MOST STRINGENT FIRE AND LIFE SAFETY
 REQUIREMENTS OF EACH OCCUPANCY SHALL APPLY TO THE
 BUILDING.
  
 SHEET LS1.0: EXIT ACCESS CORRIDORS IN THE DORM AREA
 LEAD DIRECTLY TO ONLY 1 EXIT. PER 7.5.1.1.1 FIRE RATED
 EXIT ACCESS CORRIDORS SHALL PROVIDE ACCESS TO TWO EXITS
 BY SEPARATE WAYS OF TRAVEL.
  
 SHEET LS1.0: FURNITURE IN DINING #157 AND PATIO #139
 OBSTRUCT EGRESS.
  
 SHEET LS1.0: UPDATE THE NFPA REFERENCES TO THE
 APPROPRIATE EDITION OF THE STANDARDS.
  
 SHEET LS1.0: KITCHENS HAVE AN OCCUPANT LOAD FACTOR OF
 100 PER TABLE 7.3.1.2.
  
 SHEET LS1.0: PROVIDE OCCUPANT LOAD (WITH BREAK DOWN)
 FOR THE ENTIRE BUILDING.
  
 SHEET LS1.0: EXTERIOR DOORS NOT USED AS MEANS OF EGRESS
 SHALL BE CLEARLY LABLED AND INDICATED AS "NO EXIT."
  
 SHEET LS1.0: PATIO #123/DINING #122 DO NOT INDICATE THE
 EXTERIOR DOORS AS EXIT DOORS CREATING A COMMON PATH OF
 TRAVEL BACK INTO THE BUILDING THAT EXCEEDS 20 FEET PER
 SECTION 12.2.5.1.2.
  
 SHEET SP1.0: NEW AND EXISTING DEAD-END FIRE DEPARTMENT
 ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE
 PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE
 APPARATUS TO TURN AROUND.
  
 SHEET A1.0: HOUSEKEEPING AND LAUNDRY ROOM #147 AND #159
 SHALL HAVE A 1-HOUR FIRE RATING PER TABLE 28.3.2.2.2.
  
 SHEET A1.0: EXISTING KITCHEN #111 IS OPEN TO EXISTING
 FIRE RATED EXIT ACCESS CORRIDOR #200 AND NEW CORRIDOR
 #129.
  
 SHEET A1.3: PATIO AREAS DO NOT APPEAR TO BE EQUIPPED
 WITH EXIT SIGNS, EMERGENCY LIGHTS. PATIO DOORS DO NOT
 APPEAR TO BE ON DOOR SCHEDULE AND MAY REQUIRE PANIC
 HARDWARE FOR EXITING.
  
 SHEET A-6.0: FOR NEW AND EXISTING ASSEMBLY OCCUPANCIES
 WITH AN OCCUPANT LOAD OF 100 OR MORE PERSONS (50
 PERSONS PER THE FLORIDA BUILDING CODE), PANIC HARDWARE
 SHALL BE PROVIDED ON DOORS TO RELEASE THE LOCK/LATCH.
 NO OTHER LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT
 BE RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR
 PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE
 AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A
 READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS
 SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK TO BE
 EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW (SUCH
 AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN STYLE LOCK
 IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED LOCK.
 PROVIDE A DOOR SCHEDULE FOR THE EXISTING BUILDING AS
 THESE DOORS MAY REQUIRE PANIC/FIRE EXIT HARDWARE DUE TO
 THE INCREASED BUILDING OCCUPANCY.
  
 SHEET E2.1: NO EXIT SIGN ABOVE EXIT DOOR IN DINING
 #157.
  
 SHEET E2.1: DID NOT LOCATE EMERGENCY LIGHTING FOR PATIO
 #139 AND COVERED ENTRY #136.
  
 SHEET FA1.1: NO CARBON MONOXIDE DETECTORS PROVIDED;
 HOWEVER, PLUMBING SHEET P1.1 INDICATES THE USE OF GAS
 FIRED APPLIANCES.
  
 SHEET FA1.1: INDICTE THE LOCATION OF THE EXISTING FACP.
 THIS BUILDING MAY CREATE A NON-CONFORMITY WHEREBY
 ASSEMBLY OCCUPANCIES WITH AN OCCUPANT LOAD EXCEEDING
 300 PERSONS REQUIRE A VOICE EVACUATION FIRE ALARM
 SYSTEM THROUGHOUT THE BUILDING.
  
 SHEET FA1.1: NO NOTIFICATION APPLIANCE LOCATED IN
 LAUNDRY #159, DINING #122 AND PASSAGE #121. POSSIBLE
 INSUFFICIENT COVERAGE IN DINING #157 AND IN CORRIDORS
 #412 AND #306 BY UTILIZING A WALL MOUNTED APPLIANCE
 WITH THE STROBES LOCATED PERPENDICULAR TO EACHOTHER.
  
 GENERAL: NO CIVIL PLANS (PAVING, WATER, DRAINAGE)
 SUBMITTED. NEW AND EXISTING DEAD-END FIRE DEPARTMENT
 ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE
 PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE
 APPARATUS TO TURN AROUND. PER SECTION 18.2.3.4.1.1
 (NFPA 1), FIRE DEPARTMENT ACCESS ROADS SHALL HAVE A
 SURFACE DESIGNED TO ACCOMMODATE FIRE APPARATUS WEIGHING
 AT LEAST 32 TONS. ACCESS ROADS SHALL HAVE AN
 UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET AND AN
 UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13
 FEET 6 INCHES. PER SECTION 18.2.3.5.3 (NFPA 1), FIRE
 LANES SHALL BE MARKED WITH FREESTANDING SIGNS READING,
 "FIRE LANE - NO PARKING BY ORDER OF THE FIRE
 DEPARTMENT." SIGNS SHALL BE 12? X 18? WITH A WHITE
 BACKGROUND AND RED LETTERS AND SHALL BE A MAXIMUM OF
 SEVEN FEET IN HEIGHT TO THE BOTTOM OF THE SIGN. SIGNS
 SHALL BE WITHIN SIGHT OF THE TRAFFIC FLOW AND BE SPACED
 A MAXIMUM OF 60 FEET APART.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 GENERAL: PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT
 DOORS WITH EXIT SIGNS.
  
 GENERAL: STRUCTURES WITH LIGHT FRAME FLOOR/ROOF TRUSS
 CONSTRUCTION SHALL BE IDENTIFIED WITH A SIGN AFFIXED TO
 THE BUILDING. THE SIGN SHALL FEATURE A MALTESE CROSS
 8-INCHES WIDE AND 8-INCHES TALL AND BE OF A BRIGHT RED
 REFLECTIVE COLOR AND BEAR THE APPROPRIATE LETTER R
 DESIGNATION PER FLORIDA STATUTE 633.027 AND FLORIDA
 ADMINISTRATIVE CODE 69A-60.0081.
  
 FIRE PROTECTION: FOR ISSUANCE OF A GENERAL BUILDING
 PERMIT, SECTION 105.3.1.2(2) OF THE FLORIDA BUILDING
 CODE REQUIRES SEALED FIRE PROTECTION CONSTRUCTION
 DOCUMENTS FOR THE DESIGN OR ALTERATION OF 50 OR MORE
 AUTOMATIC FIRE SPRINKLERS. PER FLORIDA ADMINISTRATIVE
 CODE SECTION 61G15-32.004, FIRE PROTECTION ENGINEERING
 DOCUMENTS SHALL INCLUDE THE POINT OF SERVICE FOR THE
 WATER SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS
 APPLICABLE TO THE PROJECT, CLASSIFICATION OF HAZARD
 OCCUPANCY FOR EACH ROOM OR AREA, SUPPRESSION SYSTEM
 TYPE, DESIGN DENSITIES, WATER SUPPLY DATA (FIRE PUMP
 DATA, HYDRANT FLOW TEST DATA) AND ANY PERFORMANCE BASED
 INFORMATION SUCH AS PRE-ENGINEERED SYSTEMS.
  
 GENERAL: IS THE EXISTING FACILITY TO REMAIN OPERATIONAL
 DURING CONSTRUCTION OF THE ADDITION? IF YES, INDICATE
 THE 1-HOUR FIRE BARRIER TO BE INSTALLED TO SEPARATE THE
 CONSTRUCTION FROM THE OCCUPIED BUILDING. PROVIDE
 DRAWING NOTE INDICATING ALL CONSTRUCTION AND DEMOLITION
 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. PROVIDE
 DRAWING NOTE INDICATING, "FIRE PROTECTION SYSTEMS SHALL
 REMAIN ACTIVE DURING DEMOLITION AND RENOVATION
 ACTIVITIES. IN THE EVENT A FIRE PROTECTION SYSTEM IS
 OUT OF SERVICE FOR MORE THAN 4-HOURS IN A 24-HOUR
 PERIOD, THE BUILDING SHALL BE PLACED UNDER A FIRE
 WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED BY
 EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY."
  
 ADDITIONAL PLAN REVIEW COMMENTS MAY BE GENERATED WHEN
 PLANS ARE RESUBMITTED.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-05-05 Cont ID  
Sent By hmoser Date 2015-05-05 Time 12:55 Rev Time 0.00
Received By hmoser Date 2015-04-20 Time 16:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-04-20 Cont ID  
Sent By cpuell Date 2015-04-20 Time 15:19 Rev Time 0.00
Received By cpuell Date 2015-04-17 Time 10:17 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-04-15 Cont ID  
Sent By cpuell Date 2015-04-15 Time 14:23 Rev Time 0.00
Received By cpuell Date 2015-03-13 Time 15:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-02-02 Cont ID  
Sent By hmoser Date 2015-02-02 Time 15:32 Rev Time 0.00
Received By hmoser Date 2014-12-18 Time 14:38 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2015-03-30 Cont ID  
Sent By jwitmer Date 2015-03-30 Time 07:30 Rev Time 0.00
Received By jwitmer Date 2015-03-30 Time 07:30 Sent To  
Notes
2015-03-30 07:32:08P. B. C. IMPACT FEE ASSESSMENT
 RECEIPTNO: 2015-012-43
 TRACK NO: MU-2015000208-0000
 FEES ASSESSED: $44,139.40
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-01-13 Cont ID  
Sent By jwitmer Date 2015-01-13 Time 16:38 Rev Time 0.00
Received By jwitmer Date 2015-01-13 Time 15:51 Sent To  
Notes
2015-01-13 15:51:08BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-05-05 Cont ID  
Sent By hmoser Date 2015-05-05 Time 12:54 Rev Time 0.00
Received By hmoser Date 2015-05-05 Time 12:54 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-04-15 Cont ID  
Sent By hmoser Date 2015-04-15 Time 09:07 Rev Time 0.00
Received By hmoser Date 2015-04-14 Time 15:24 Sent To  
Notes
2015-04-15 09:07:17PASS PROVISO
 1) PROVIDE CLOTH DRYER INSTALLATION INSTRUCTIONS
 AT FIRST INSPECTION. PER SECTION 304.1 GENERAL
 2010 FBC (M)
 2) AIRHANDLER STAND MUST BE IN SIDE OF
 AUXILIARY DRAIN PAN. PER SECTION 307.2.3
 2010 DBC (M)
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-02-02 Cont ID  
Sent By hmoser Date 2015-02-02 Time 15:32 Rev Time 0.00
Received By hmoser Date 2015-02-02 Time 13:44 Sent To  
Notes
2015-02-02 15:32:05PLAN DENIED
 1) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR
 CLOTH DRYERS
 AND FIRE DAMPERS PER SECTION 304.1 GENERAL 2010 FBC (M)
 2) REFER TO SECTION 501.2 EXHAUST DISCHARGE AND 501.2.1
 LOCATION OF EXHAUST OUTLETS. 2010 FBC (M)
 3) PROVIDE GRILL SIZE ON ALL FRESH AIR GRILLS 107 FBC
 2010
 4) PROVIDE ALL AIR CONDITIONING EQUIPMENT ON THE
 EQUIPMENT
 SCHEDULE IF NEW AND NOT EXISTING.
 5) SHOW LOCATION OF THE CONDENSERS FOR AIR HANDLERS 1
 THROUGH 4
 ON THE PLANS.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-04-24 Cont ID  
Sent By tklarge Date 2015-04-24 Time 09:18 Rev Time 0.00
Received By tklarge Date 2015-04-23 Time 13:39 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-04-14 Cont ID  
Sent By tklarge Date 2015-04-14 Time 14:29 Rev Time 0.00
Received By tklarge Date 2015-04-14 Time 08:13 Sent To  
Notes
2015-04-14 12:31:481) SHT. A-2 - PLEASE EXPLAIN HOW YOU ARRIVED AT THE
 SIZING FOR THE ROOF GUTTERS.TABLE 1106.6 SIZES THE
 GUTTERS BASED ON THE HORIZONTALLY PROJECTED ROOF AREA,
 THE RAINFALL RATE ( 5 INCHES PER HOUR ) AND THE SLOPE
 OF THE GUTTERS.
 2) SHT. A7.1 - DETAIL # 4 0 THE TOILET PAPER DISPENSER
 SHALL BE LOCATED 7 INCHES TO 9 INCHES IN FRONT OF THE
 WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. 2010 FAC SEC.604.7.
 3) SHT.A7.2 - ELEVATIONS #6 & #7 - SHOW THE DISTANCE OF
 THE SIDE GRAB BAR FROM THE REAR WALL AND THE REAR GRAB
 BAR FROM THE SIDE WALL. COMPLY WITH 2010 FAC
 SECS.604.5.1 & 604.5.2.
 4) SHT. A7.2 - DETAIL # 1 - SHOW THE FIXTURE CLEARANCE
 OF THE WATER CLOSET FROM THE SIDE WALL. COMPLY WITH THE
 2010 FAC SEC.604.2.
 5) I COULD NOT FIND ANY CALCULATIONS FOR COMBUSTION
 AIR. THE RESPONSE STATES "SEE KEYNOTE #13 BUT THERE IS
 NO REFERNCED PAGE FOR THIS KEYNOTE TO BE FOUND.
 CLARIFY.SUBMIT COMBUSTION AIR CALCULATIONS PER THE FUEL
 GAS CODE SEC. 304.
 6) SHT. P2.1 - THE DISHWASHERS SHALL BE INDIRECTLY
 WASTED TO THE GREASY WASTE SYSTEM IF THEY ARE
 COMMERCIAL DISHWASHERS.CLARIFY.
 7) SUBMIT SPECIFICATIONS/INSTALLATION DOCUMENTS FOR THE
 KGAVT0601CVT VENT. THE VENT SHALL BE LISTED, LABELED
 AND TESTED PER THE 2010 FGC SEC.502.1. I AM NOT
 FAMILIAR WITH THE CONCENTRIC VENT SYSTEM. SUBMIT
 ADDITIONAL INFORMATION AS TO HOW THE VENT WILL SUPPLY
 THE REQUIRED COMBUSTION AIR PER SEC. 304 OF THE FGC.
 8) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL GAS
 APPLIANCES.APPLIANCES SHALL BE LISTED AND LABELED PER
 THE FGC SEC. 301.3. THE RESPONSE STATES "SEE ATTACHED
 WATER HEATER SPECS.ALL OTHER GAS APPLIANCES TO BE
 PROVIDED BY ARCHITECT." NO SPECS HAVE BEEN PROVIDED FOR
 THE WATER HEATER OR ANY OTHER APPLIANCE. CLARIFY.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-01-02 Cont ID  
Sent By tklarge Date 2015-01-02 Time 07:13 Rev Time 0.00
Received By tklarge Date 2015-01-02 Time 05:08 Sent To  
Notes
2014-12-31 14:15:341) SHT. A2.0 - SUBMIT ROOF DRAINAGE CALCULATIONS. ROOF
 GUTTERS SHALL BE SIZED PER TABLE 1106.6 OF THE 2010
 FL.PLUMBING CODE. INDICATE THE SLOPE OF THE GUTTERS ON
 THE PLAN. THE SIZE OF THE VERTICAL CONDUCTORS SHALL
 COMPLY WITH TABLE 1106.2(1) OR 1106.2(2).
 2) SHT.A7.1ELEV.#3 THE BOTTOM OF THE REFLECTING SURFACE
 OF THE MIRROR SHALL BE A MAX. OF 40 INCHES ABOVE THE
 FINISH FLOOR PER THE2010 FL. ACCESSIBILITY CODE
 SEC.603.3.
 3) SHT.A7.1 - ELEV.#4 - THE GRAB BARS SHALL BE MEASURED
 FROM THE FINISH FLOOR TO THE TOP OF THE GRIPPING
 SURFACE, NOT TO THE CENTERLINE AS SHOWN PER THE FAC
 SEC.609.4.
 4) SHT.A7.1 - ELEV.#4 - THE SEAT HEIGHT SHALL BE 17-19
 INCHES MAX. ABOVE THE FINISH FLOOR MEASURED TO THE TOP
 OF THE SEAT.THE ELEVATION SHOWS THE MEASUREMENT TO THE
 TOP OF THE WATER CLOSET BOWL.FAC SEC.604.4.
 5) SHT.A7.1 - ELEV.# 4 - THE TOILET PAPER DISPENSER
 SHALL BE LOCATED 7-9 INCHES IN FRONT OF THE WATER
 CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER.
 6) SHT. A7.2 - DETAIL #1 - THE HEIGHT OF THE ROBE HOOK
 SHALL COMPLY WITH FAC SEC. 308. THE MAXIMUM HEIGHT
 SHALL BE 48 INCHES ABOVE THE FINISH FLOOR.
 7) SHT. A7.2 - ELEV.#7 - THE SEAT HEIGHT SHALL BE 17-19
 INCHES MAX. ABOVE THE FINISH FLOOR MEASURED TO THE TOP
 OF THE SEAT.THE ELEVATION SHOWS THE MEASUREMENT TO THE
 TOP OF THE WATER CLOSET BOWL.FAC SEC.604.4.
 8) SHT.A7.2 - ELEV.#6 & #7 - SHOW THE DISTANCE OF THE
 SIDE GRAB BAR FROM THE REAR WALL AND THE REAR GRAB BAR
 FROM THE SIDE WALL. COMPLY WITH FAC SEC.604.5.1 &
 604.5.2.
 9) SHT.A7.2 - ELEV.#6 - SHOW THE HEIGHT OF THE LAVATORY
 ABOVE THE FINISH FLOOR. COMPLY WITH FAC SECS.305 & 606.
 10) SHT. A7.2 - ELEV.#1 - SHOW THE FIXTURE CLEARANCE OF
 THE WATER CLOSET FROM THE SIDE WALL. COMPLY W/ FAC SEC.
 604.2.
 11) SHT. A7.2 - ELEV.#5 - SHOW THE HEIGHT OF THE SHOWER
 CONTROLS. COMPLY WITH FAC SEC.608.5.2.
 12) SHT.A8.0 - THE THRESHOLD AT THE SHOWER SHALL BE A
 MAX. OF 1/2/INCH PER THE FAC SEC.608.7.
 13) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE GAS
 APPLIANCES PER THE 2010 FUEL GAS CODE SEC. 304.
 14) SUBMIT VENTING DETAILS FOR THE WATER HEATERS.
 COMPLY WITH FGC SECS.502 & 503. THE PLANS REFER TO THE
 MECHANICAL DRAWINGS FOR VENTING DETAILS BUT THERE ARE
 NO DETAILS ON THE MECHANICAL PLANS.
 15) SUBMIT MANUFACTURER'S SPECS FOR ALL GAS APPLIANCES.
 APPLIANCES SHALL BE LISTED AND LABELED PER THE FGC SEC.
 301.3.
 16) SUBMIT DETAILS FOR THE LINT INTERCEPTORS. COMPLY
 WITH FL.PLUMBING CODE SEC.1003.6.
 17) SHT. P2.1 - THE DISHWASHER AT THE FOOD PREPARATION
 AREA # 158 SHALL DISCHARGE TO THE GREASY WASTE SYSTEM
 PER FPC SEC.1003.3.1.
 18) SUBMIT A CONDENSATE RISER FOR REVIEW. WPB AMEND. TO
 2010 FPC SEC.107.2.1.
 19) SUBMIT GREASE TRAP SIZING CALCULATIONS. COMPLY WITH
 FPC SECS.1003.2, 1003.3.4.
 20) SUBMIT DETAILS FOR THE GREASE TRAP. COMPLY WITH FPC
 SEC.1003.5.2, 1003.5.3.
 21) SHT. P2.1 REFERS TO CIVIL DRAWINGS FOR THE
 CONTINUATION OF THE GREASE AND SANITARY LINES. CIVIL
 DRAWINGS ARE NOT PART OF THIS SUBMITTAL. CLARIFY.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-05-06 Cont ID  
Sent By skennedy Date 2015-05-06 Time 10:46 Rev Time 0.00
Received By skennedy Date 2015-05-05 Time 17:04 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2015-04-22 Cont ID  
Sent By dkittred Date 2015-04-22 Time 09:20 Rev Time 0.00
Received By dkittred Date 2015-04-22 Time 09:06 Sent To  
Notes
2015-04-22 09:26:014/20/15 - NOTATION ADDED TO PLANS SUBMITTED THAT A
 SEPARATE LANDSCAPE PERMIT IS REQUIRED. APPROVAL OF
 PERMIT NO. 14120580 DOES NOT INCLUDE APPROVAL OF
 LANDSCAPING.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 3 Status   Date 2015-04-20 Cont ID  
Sent By dkittred Date 2015-04-20 Time 14:38 Rev Time 0.00
Received By dkittred Date 2015-04-20 Time 11:22 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2015-03-19 Cont ID  
Sent By dkittred Date 2015-03-19 Time 14:59 Rev Time 0.00
Received By dkittred Date 2015-03-19 Time 13:50 Sent To  
Notes
2015-03-24 16:13:53PLANNING AND ZONING COMMENTS: ***FAILED***
  
 3/24/15 (FOR STATUS POSTED ON 3/19/15)
  
 1. SHEET SP1.1 CONTAINING STRIPING, BICYCLING PARKING
 DETAIL, AND DIRECTIONAL SIGN WAS NOT INCLUDED IN THE
 RESUBMITTAL AS INDICATED ON THE COMMENT LETTER. PLEASE
 PROVIDE.
  
 2. SEPARATE PERMIT IS REQUIRED FOR LANDSCAPING. THE
 LANDSCAPING SHEETS WERE RESUBMITTED WITH THE BUILDING
 CONSTRUCTION PERMIT, HOWEVER A SEPARATE PERMIT IS
 REQUIRED. THE FOLLOWING COMMENT WILL NEED TO BE
 ADDRESSED WHEN SUBMITTING A SEPARATE BUILDING PERMIT
 FOR THE LANDSCAPING:
  
 A. MODFICATIONS MADE TO THE LANDSCAPE PLAN NOW SHOW TWO
 TREES PREVIOUSLY INDICATED TO BE RELOCATED ARE NOW
 BEING REMOVED. TREE REMOVAL SHEET NEEDS TO BE UPDATED
 TO CORRECTLY REFLECT THIS CHANGE. PLEASE BE SURE ALL
 CHANGES TO THE PLAN ARE BUBBLED.
  
  
 GENERAL COMMENT:
  
 3. REVISED LIGHT POLE STYLE IS ACCEPTABLE, HOWEVER,
 THERE WAS NO COLOR INDICATED. LIGHT POLES WILL BE
 REQUIRED TO BE BRONZE-FINISHED COLOR CONSISTENT WITH
 THE ST. MARY'S DESIGN GUIDELINES.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-01-16 Cont ID  
Sent By dkittrei Date 2015-01-16 Time 16:45 Rev Time 0.00
Received By dkittred Date 2015-01-13 Time 16:55 Sent To  
Notes
2015-01-16 16:38:08PLANNING AND ZONING COMMENTS: ***FAILED***
  
 1/16/14
  
 ITEMS TO REVISE ON PLANS:
  
 1. SHEET SP1.0 - SITE DATA TABLE INDICATES BICYCLE
 PARKING REQUIRED 1 PER 200 SPACES AND IT SHOULD BE 1
 PER 20 SPACES. PLEASE REVISE.
  
 2. PLEASE SUBMIT SHEET SP1.1 WHICH CONTAINS THE
 STRIPING, BICYCLE PARKING, AND DIRECTIONAL SIGN
 ORIGINALLY APPROVED AS PART OF THE SITE PLAN.
  
 3. SHEET ES1.1 - PROPOSED CONCRETE PARKING LOT LIGHT
 POLES ARE NOT CONSISTENT WITH APPROVED SITE PLAN AND
 MINOR PD AMENDMENT. PLAN WAS APPROVED FOR
 BRONZE-FINISHED SQUARE STRAIGHT POLE WITH RECTANGULAR
 FIXTURES (CONSISTENT WITH THE ST. MARY'S DESIGN
 GUIDELINES). PLEASE REVISE.
  
 4. SUBMIT A COPY OF THE PROPERTY SURVEY.
  
 5. A SEPARATE PERMIT REQUIRED FOR LANDSCAPING. HOWEVER,
 THE FOLLOWING COMMENTS HAVE BEEN MADE REGARDING THE
 SUBMITTED LANDSCAPE PLANS:
  
 A. IN ACCORDANCE WITH THE CONDITIONS OF THE SITE PLAN
 APPROVAL LETTER, THE LANDSCAPE PLAN WILL NEED TO BE
 REVISED TO DEMONSTRATE COMPLIANCE WITH - "THE LIVE OAK
 PROPOSED ON THE SOUTHEAST CORNER OF THE SITE NEEDS TO
 BE LOCATED ON THE NORTH SIDE OF THE SIDEWALK WITHIN THE
 LANDSCAPE PARKING ISLAND UNLESS JUSTIFICATION IS
 PROVIDED FOR ITS LOCATION. ADDITIONALLY, MOVING THE
 TREE MORE NORTHWARD WILL AVOID ANY VISUAL OBSTRUCTIONS
 AT THE TIME THE FUTURE CONNECTION ROAD IS CONSTRUCTED."
  
 B. IN ACCORDANCE WITH THE CONDITIONS OF THE SITE PLAN
 APPROVAL LETTER THE LANDSCAPE PLAN WILL NEED TO BE
 REVISED TO DEMONSTRATE COMPLIANCE WITH - "IT APPEARS
 THAT LOCATIONS FOR THE AC UNITS HAVE BEEN IDENTIFIED ON
 THE PLANS WITH SQUARES, BUT THEY ARE NOT LABELED. SOME
 OF THESE 'SQUARES' HAVE LANDSCAPING PROPOSED OVER TOP
 OF THESE AREAS. PLEASE IDENTIFY THESE SQUARES AND
 CONFLICTS WITH THE LANDSCAPING."
  
 C. LANDSCAPE PLAN INCORRECTLY NOTATES 'PROPOSED
 ADDITION' AND 'EXISTING BUILDING' - THEY SHOULD BE
 REVERSED. PLEASE REVISE.
  
  
 COMMENTS:
  
 6. THE VALUE OF THE NEW CONSTRUCTION EXCEEDS $500,000.
 PURSUANT TO THE ART IN PUBLIC PLACES REGULATIONS (CODE
 OF ORDINANCES, CHAPTER 78, ARTICLE V) AN ART ASSESSMENT
 FOR THE PROJECT IS REQUIRED. PLEASE COMPLETE THE ART IN
 PUBLIC PLACES FORM AVAILABLE IN CONSTRUCTION SERVICES
 OR BY CONTACTING ME.
  
 7. WALKWAY SHOWN OUTSIDE OF THE LEASE AREA ON THE SITE
 PLAN HAS BEEN APPROVED BY ST. MARY'S DURING THE INTIAL
 SITE PLAN REVIEW THROUGH PLANNING AND ZONING.
  
 8. TRAFFIC CONTROL (STOP SIGNS, STOP BARS, ETC.) IS
 BEING REVIEWED BY ENGINEERING THROUGH THE ENGINEERING
 PERMIT.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
2015-01-07 17:03:171/7/15


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