Plan Review Notes
Plan Review Notes For Permit 14061217
Permit Number 14061217
Review Stop B
Sequence Number 1
Notes
Date Text
2014-07-16 15:33:32BUILDING PLAN REVIEW
 PERMIT: 14061217
 ADD: 335 CLEMATIS ST
 CONT: TBD
 TEL: (561)856-6655/ NEYITA
  
 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.
  
 1ST REVIEW
 DATE: WED. JULY 17/ 2014
 ACTION: DENIED
  
 1) THE SURVEY INDICATES THE PROPOSED BUILDING WILL NEED
 EITHER A UNITY OF TITLE OR A REPLAT. 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 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]
  
 2) THIS BUILDING IS CONSIDERED A THRESHOLD BUILDING.
 THRESHOLD INSPECTION PLAN 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.
  
 2A) COMPLIED, 109.3.6.1 SUBMITTED A WRITTEN THRESHOLD
 PLAN.
  
 2B) 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 PR 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.
  
 2C) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST 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 AGREEMENT FORMS
 MUST BE SIGNED BY ALL INTERESTED PARTIES AND RETURNED
 TO THE BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE. .
 CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR
 PROGRAM AT (561)805-6666 OR E-MAIL: [email protected] FOR
 FURTHER INFORMATION.
  
 2D) 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 REQUIED.
  
 2E) THE CONTRACTOR OF RECORD 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]
  
 2F) 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.
  
 2G) 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.
  
 3) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B SECTION
 3304 SITE WORK:
 3A) 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) (7.2
 KN/M2).
  
 3B) 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. OPENINGS IN SUCH BARRIERS SHALL BE PROTECTED BY
 DOORS WHICH ARE NORMALLY KEPT CLOSED.
  
 3C) 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC AND
 PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING
 CONSTRUCTION, REMODELING AND DEMOLITION WORK.
 PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS,
 PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. 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.
  
 3D) 3305.1 FACILITIES REQUIRED. SANITARY FACILITIES
 SHALL BE PROVIDED DURING CONSTRUCTION, REMODELING OR
 DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, PLUMBING.
  
 3E) F] 3309.1 WHERE REQUIRED.
 ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR
 DEMOLITION 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.
  
 3F) 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.
  
 3G) [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.
  
 3H) [F] 3312.1 COMPLETION BEFORE OCCUPANCY.
 IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS
 REQUIRED BY THIS CODE, IT SHALL BE UNLAWFUL TO OCCUPY
 ANY PORTION OF A BUILDING OR STRUCTURE UNTIL THE
 AUTOMATIC SPRINKLER SYSTEM INSTALLATION HAS BEEN TESTED
 AND APPROVED, EXCEPT AS PROVIDED IN SECTION 111.3.
  
 4) 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 A 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.
  
 5) 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 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.
  
 5) SHEET S11.1 FOUNDATION NOTE # 1 ARDAMAN & ASSOCIATES
 HAS COMPLETED A SOILS REPORT DATED MAY 14/ 2014. PLEASE
 SUPPLY THE BUILDING DEPARTMENT WITH (3) ORIGINAL SIGNED
 & SEALED REPORTS. 1803.3 BASIS OF INVESTIGATION. SOIL
 CLASSIFICATION SHALL BE BASED ON OBSERVATION AND ANY
 NECESSARY TESTS OF THE MATERIALS DISCLOSED BY BORINGS,
 TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE IN
 APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE MADE
 AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
 STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
 THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
 CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
 EXPANSIVENESS.
  
 6) SHEET A0.16:
 6A) MISC. NOTES INDICATE 5 SETS OF SHOP DRAWINGS ARE TO
 BE SUBMITTED. THE CITY WILL REQUIRE 3 SETS SINCE THIS
 IS A THRESHOLD BUILDING BUR WILL NOT STAMP THE OTHER
 SETS.
  
 6B) THE DESIGNER OF RECORD DECLARE ONLY MIAMI-DADE
 NOA'S ARE TO BE SUBMITTED ON THIS PROJECT. WITH THIS
 NOTE ON THE PLANS IF THE CONTRACTOR SUBMITS A FLORIDA
 APPROVAL THEY WIL BE DENIED. NOTE THE DESIGNER OF
 RECORD IS REQUIRED TO REVIEW ALL PRODUCT APPROVALS
 BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC
 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.
  
 6C) CARPENTRY NOTE # 5 PLYWOOD SHEATHING NOTE DOES NOT
 INDICATE THAT SHEATHING BE FIRE RETARDANT TREATED
 PLYWOOD.
 603.1 ALLOWABLE MATERIALS.
 COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS
 OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING
 APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1
 THROUGH 603.1.3:
 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING.
  
 7) SHEET A1.00 LIFE SAFETY SHEET:
 7A) THE ZONING SHEET A0.01 INDICATES THIS TO BE A 10
 STORY WITH A MEZZANINE LEVEL. ON THIS SHEET THERE IS A
 DEFINITION OF MEZZANINE LEVEL FOR ZONING USE. SHEET
 A1.00 CONSTRUCTION TYPE LIST ALLOWED BUILDING HEIGHT AS
 12 STORIES AND THE ACTUAL HEIGHT BEING BUILT AS A 10
 STORY BUILDING.
 THIS WILL ACTUALLY BE CONSIDRED A 12 STORY BUILDING.
 THE DIFINITION OF MEZZANIE UNDER THE 2010 FBC-B 505.2
 EXCEPTION # 2, THE MEZZANINE IS LIMITED TO 1/2 OF THE
 ROOM SIZE NOT THE FLOOR PLATE, ADDING ONE STORY OF
 FLOOR AND THE ROOFTOP POOL DECK IS THE 12TH FLOOR OR
 LEVEL. SEE 2010 FBC-B 1509.2.3 USE LIMITATION.
 PENTHOUSES OR BULKHEADS USED FOR PURPOSES OTHER THAN
 PERMITTED BY THIS SECTION SHALL CONFORM TO THE
 REQUIREMENTS OF THIS CODE FOR AN ADDITIONAL STORY.
  
 7B) OCCUPANT LOAD TABLES ALL INDICATE FRACTIONS OF
 OCCUPANTS. THE OCCUPANTS FOR EACH ROOM ARE TO BE
 ROUNDED UP, THERE ARE NOT FRACTIONS OF PEOPLE IN THESE
 ROOMS. 2010 FBC-B TABLE 1004.1.1. ALSO SEE BOAF
 INFORMAL INTERPRETATION 5479 TUES. 12/18/2007. WITH
 THIS INCREASE IN OCCUPANTS THIS MAY AFFECT THE PLUMBING
 FIXTURE COUNT.
  
 7C) OCCUPANT LOAD TABLE DOES NOT INCLUDE ETHER THE POOL
 OR POOL DECK LOADS. SEE 2010 FBC-B TABLE 1004.1.1.
  
 7D) THE WALL LEGEND INDICATES THE USE OF A 2 HOUR RATED
 BLOCK PER UL-U905, SHEET A9.02 THIS DETAIL IS NOT
 INCLUDED IN THIS SHEET. 2010 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. 2010
 FBC-B 703.2 FIRE RESISTANCE RATINGS.
  
 7E) EMERGENCY POWER NOTES DON'T SHOW COMPLIANCE WITH
 2010 FBC-B [F] 403.4.8.1 EMERGENCY POWER LOADS.
 THE FOLLOWING ARE CLASSIFIED AS EMERGENCY POWER LOADS:
 403.4.8.1:
 (3.) EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEMS;
  
 (4.) AUTOMATIC FIRE DETECTION SYSTEMS;
  
 (5.) FIRE ALARM SYSTEMS; AND
  
 (6.) ELECTRICALLY POWERED FIRE PUMPS.
  
 7F)(1) FIRE PUMP) THE LIFE SAFETY SHEET LEVEL 1 DOES
 NOT INDICATE COMPLIANCE WITH 403.3.2 WATER SUPPLY TO
 REQUIRED FIRE PUMPS.
 7F)(2) 2 REQUIRED MAINS. REQUIRED FIRE PUMPS SHALL BE
 SUPPLIED BY CONNECTIONS TO A MINIMUM OF TWO WATER MAINS
 LOCATED IN DIFFERENT STREETS. SEPARATE SUPPLY PIPING
 SHALL BE PROVIDED BETWEEN EACH CONNECTION TO THE WATER
 MAIN AND THE PUMPS. EACH CONNECTION AND THE SUPPLY
 PIPING BETWEEN THE CONNECTION AND THE PUMPS SHALL BE
 SIZED TO SUPPLY THE FLOW AND PRESSURE REQUIRED FOR THE
 PUMPS TO OPERATE.
  
 7G) THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
 COMPLIANCE WITH [F] 403.4.5 FIRE COMMAND. A FIRE
 COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
 PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.
  
 7H) THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
 COMPLIANCE WITH 403.5.5 LUMINOUS EGRESS PATH MARKINGS.
 LUMINOUS EGRESS PATH MARKINGS SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 1024. 1024.2 MARKINGS WITHIN
 EXIT ENCLOSURES.
 EGRESS PATH MARKINGS SHALL BE PROVIDED IN EXIT
 ENCLOSURES, INCLUDING VERTICAL EXIT ENCLOSURES AND EXIT
 PASSAGEWAYS, IN ACCORDANCE WITH SECTIONS 1024.2.1
 THROUGH 1024.2.6. 1024.2.1 STEPS. A SOLID AND
 CONTINUOUS STRIPE SHALL BE APPLIED TO THE HORIZONTAL
 LEADING EDGE OF EACH STEP AND SHALL EXTEND FOR THE FULL
 LENGTH OF THE STEP. OUTLINING STRIPES SHALL HAVE A
 MINIMUM HORIZONTAL WIDTH OF 1 INCH (25 MM) AND A
 MAXIMUM WIDTH OF 2 INCHES (51 MM). THE LEADING EDGE OF
 THE STRIPE SHALL BE PLACED AT A MAXIMUM OF 1/2 INCH
 (12.7 MM) FROM THE LEADING EDGE OF THE STEP AND THE
 STRIPE SHALL OVERLAP THE LEADING EDGE OF THE STEP BY
 NOT MORE THAN 1/2 INCH (12.7 MM) DOWN THE VERTICAL FACE
 OF THE STEP.
  
 7I) THE LIFE SAFETY PLANS DO NOT INDICATE THE USE OF
 ANY OF THE DEPICTED ROOMS, OCCUPANT LOADS, OR EXITS,
 FIRE COMMAND ROOM, FIRE PUMP ROOM, ELECTRIC ROOM AND OR
 VAULT, GENERATOR ROOM, ELEVATOR MACHINE ROOM, LAUNDRY &
 TRASH ROOMS, & DOMESTIC WATER PUMP ROOM. THIS IS A
 COMMON COMMENT FOR ALL LIFE SAFETY FLOOR PLANS>
 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:
 107.3.5.1.1 BUILDING
 FIRE ACCESS
 FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV)
 LOCATION OF GREASE INTERCEPTORS
 OCCUPANCY GROUP
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT SIGNAGE & DIRECTIONALS
 EXIT DISCHARGE
  
 7J) THE EXIT STAIRWAY THAT HAS ITS EXIT DISCHARGE ONTO
 CLEMATIS, ALSO INCORPORATES A VESTIBULE AND A ELEVATOR
 WITHIN THE VESTIBULE. PLEASE SEE 2010 FBC-B
 1022.3ELEVATORS SHALL NOT OPEN INTO EXIT ENCLOSURES.
 THE ARGUEMENT CAN BE MADE THAT THIS AREA IS ONLY BEING
 USED AS A VESTIBULE, 1027.1 EXCEPTION # 2 .4 THE
 VESTIBULE IS ONLY FOR MEANS OF EGRESS AND EXITS
 DIRECTLY TO THE OUTSIDE.
  
 7K) MISSING INFORMATION: [F] 403.4.1 SMOKE DETECTION.
 SMOKE DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH
 SECTION 907.2.13.1.
  
 7L) MISSING INFORMATION: [F] 403.4.2 FIRE ALARM SYSTEM.
 A FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE
 WITH SECTION 907.2.13.
  
 7M) [F] 403.4.3 EMERGENCY VOICE/ALARM COMMUNICATION
 SYSTEM. AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907.5.2.2.
  
 7N) [F] 403.4.4 EMERGENCY RESPONDER RADIO COVERAGE.
 EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN
 ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE. [F]
 915.1 GENERAL. EMERGENCY RESPONDER RADIO COVERAGE SHALL
 BE PROVIDED IN ALL NEW BUILDINGS IN ACCORDANCE THE
 FLORIDA FIRE PREVENTION CODE.
  
  
 7O) 403.4.6 SMOKE REMOVAL. SMOKE CONTROL SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 909.
  
 7P) MISSING INFORMATION: [F] 403.4.5 FIRE COMMAND. A
 FIRE COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
 PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.
  
 7Q) MISSING INFORMATION: 403.6 ELEVATORS.
 ELEVATOR INSTALLATION AND OPERATION IN HIGH-RISE
 BUILDINGS SHALL COMPLY WITH CHAPTER 30 AND SECTIONS
 403.6.1 AND 403.6.2.
  
 7Q) 403.6.1 FIRE SERVICE ACCESS ELEVATOR.
 IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120 FEET
 (36 576 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT
 VEHICLE ACCESS, A MINIMUM OF ONE FIRE SERVICE ACCESS
 ELEVATOR SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
 3007.
 3007.4 FIRE SERVICE ACCESS ELEVATOR LOBBY.
 THE FIRE SERVICE ACCESS ELEVATOR SHALL OPEN INTO A FIRE
 SERVICE ACCESS ELEVATOR LOBBY IN ACCORDANCE WITH
 SECTIONS 3007.4.1 THROUGH 3007.4.4.
  
 EXCEPTION: WHERE A FIRE SERVICE ACCESS ELEVATOR HAS TWO
 ENTRANCES ONTO A FLOOR, THE SECOND ENTRANCE SHALL BE
 PERMITTED TO OPEN INTO AN ELEVATOR LOBBY IN ACCORDANCE
 WITH SECTION 708.14.1.
  
 3007.4.1 ACCESS.
 THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL HAVE
 DIRECT ACCESS TO AN EXIT ENCLOSURE.
  
 3007.4.2 LOBBY ENCLOSURE.
 THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
 ENCLOSED WITH A SMOKE BARRIER HAVING A MINIMUM 1-HOUR
 FIRE-RESISTANCE RATING, EXCEPT THAT LOBBY DOORWAYS
 SHALL COMPLY WITH SECTION 3007.4.3.
  
 EXCEPTION: ENCLOSED FIRE SERVICE ACCESS ELEVATOR
 LOBBIES ARE NOT REQUIRED AT THE STREET FLOOR.
  
 3007.4.3 LOBBY DOORWAYS.
 EACH FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
 PROVIDED WITH A DOORWAY THAT IS PROTECTED WITH A
 3/4-HOUR FIRE DOOR ASSEMBLY COMPLYING WITH SECTION
 715.4. THE FIRE DOOR ASSEMBLY SHALL ALSO COMPLY WITH
 THE SMOKE AND DRAFT CONTROL DOOR ASSEMBLY REQUIREMENTS
 OF SECTION 715.4.3.1 WITH THE UL 1784 TEST CONDUCTED
 WITHOUT THE ARTIFICIAL BOTTOM SEAL.
  
 3007.4.4 LOBBY SIZE.
 EACH ENCLOSED FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL
 BE A MINIMUM OF 150 SQUARE FEET (14 M2) IN AN AREA WITH
 A MINIMUM DIMENSION OF 8 FEET (2440 MM).
  
 7R) THERE WILL BE NO ADDITIONAL COMMENTS ON THE OTHER
 LIFE SAFETY SHEETS BECAUSE AS LISTED UNDER COMMENT 7I
 PLANS ARE LACKING REQUIRED ELEMENTS FOR MINIMUM
 CRITERIA FOR A COMMERCIAL PLAN REVIEW 107.3.5.1.
  
 8) SHEET A2.00:
 8A) FPL VAULT WILL REQUIRE 3 HR FIRE RATING WALL TAGS
 INDICATE 2 HR. PER 2008 NEC 110.31.A & 3 HR OPENING
 PROTECTIVES 2010 FBC-B 715.4.
  
 8B) FPL VAULT EXTERIOR DOORS HARDWARE SCHEDULE (A)
 ENTRY KEY LOCK & DEAD BOLT. 2010 FBC-B 1008.1.10 PANIC
 & FIRE EXIT HARDWARE REQUIREMENTS, ELECTRICAL ROOMS
 WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER 6
 FEET (1829 MM) WIDE THAT CONTAIN OVERCURRENT DEVICES,
 SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT OR EXIT
 ACCESS DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE OR
 FIRE EXIT HARDWARE. THE DOORS SHALL SWING IN THE
 DIRECTION OF EGRESS TRAVEL.
  
 8C) FPL VAULT BOLLARDS ON THE EXTERIOR NEEDS TO HAVE
 PROTECTION BOLLARDS TO ENSURE SAFE PASSAGE TO THE
 PUBLIC WAY. 1027.6. NO VEHICLES TO BE ABLE TO PARK OR
 UNLOAD IN FRONT OF THE DOORWAY OBSTRUCTING ACCESS TO
 THE PUBLIC WAY.
  
 8D) STAIRWELL # 2 THE NORTH & EAST WALLS NO WALL TAGS
 PROVIDING FIRE RATING, 2010 FBC-B 1022.1. 2HR FIRE
 RATING.
  
 8E) STAIRWELL # 2 THE EXTERIOR DOOR # 109 NEEDS TO HAVE
 PROTECTION BOLLARDS TO ENSURE SAFE PASSAGE TO THE
 PUBLIC WAY. 1027.6. NO VEHICLES WOULD BE ABLE TO PARK
 OR UNLOAD INFRONT OF THE DOORWAY OBSTRUCTING ACCESS TO
 THE PUBLIC WAY.
  
 8F) ROOM # 101 TRASH ROOM SOUTH WALL THERE IS NO WALL
 IDENTIFICATION TAG. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 8G) ROOM # 103 DIRTY LINENS AND LINEN SHUTE ROOM. LINEN
 CHUTE TERMINIATION DETAILS ARE NOT INCLUDED IN DETAIL
 #1 SHEET A5.12. 708.13.1 REFUSE 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
 715.
  
 8H) LINEN CHUTE DETAIL # 1 SHEET A5.12 PLEASE PROVIDE
 COMPLIANCE WITH FIRE SPRINKLER REQUIREMENTS: F]
 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 EXTENDING THROUGH THREE OR MORE FLOORS
 SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED WITHIN
 SUCH CHUTES AT ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL
 BE ACCESSIBLE FOR SERVICING.
  
 8I) DOOR 127 & 132 FRONT LOBBY DOORS WILL BE THE DOORS
 USED FROM THE 3RD FLOOR RESTARUART FOR EGRESS PURPOSES
 WILL REQUIRE PANIC HARDWARE,
 1008.1.10 PANIC AND FIRE EXIT HARDWARE.
  
 8J) ELEVATOR HOISTWAY WALL TAG "L" INDICATES THE USE OF
 1'-0" OF CONRETE WALLS NOTE WILL NEED CLAFIFICATION OF
 WET AREAS TO USE 3 5/8 INCH STUDS AND DENSEGLASS, IS
 THIS OVER AND ABOVE THE 12 INCH WALL OR INSTEAD OF?
 CLARIFICATION, ADDITIONAL INFORMATION IS REQUIRED.
 107.2.1.3.
  
 8K) ELEVATOR PUBLIC AND BACK OF HOUSE SERVICE ELEVATORS
 DETAIL # 2 SHEET A5.12 DOES NOT SHOW A SUMP PIT FOR THE
 ELEVATORS, S1 DOES SHOW SUMP PITS FOR BOTH ELEVATOR
 HOISTWAYS, DISCREPANCY IN PLANS.
  
 8L) STAIRWELL # 3 WEST WALL THERE IS NO WALL
 IDENTIFICATION TAGS 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED. 1022.1 EXIT ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE
 CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN 1
 HOUR WHERE CONNECTING LESS THAN FOUR STORIES. COMMON
 COMMENT FOR ALL FLOORS.
  
 8M) STAIRWELL # 3 COMMON WALL WITH ELEVATOR SHAFT NO
 WALL IDENTIFICATION TAG. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. 1022.1 EXIT ENCLOSURES SHALL
 HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS
 WHERE CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN
 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES.
  
 8N) NOTICE RETAIL SPACE 131 THE MEZZANINE AREA IS TO
 THE MAXIMUM, NO WALLS CAN BE PUT IN UNDER A TENANT
 BUILD OUT, BEWARE OF AREA LIMITATION, SEE SECTION 505.2
 AREA LIMITATION. THE AGGREGATE AREA OF A MEZZANINE OR
 MEZZANINES WITHIN A ROOM SHALL NOT EXCEED ONE-THIRD OF
 THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE
 LOCATED. THE ENCLOSED PORTION OF A ROOM SHALL NOT BE
 INCLUDED IN A DETERMINATION OF THE FLOOR AREA OF THE
 ROOM IN WHICH THE MEZZANINE IS LOCATED. IN DETERMINING
 THE ALLOWABLE MEZZANINE AREA, THE AREA OF THE MEZZANINE
 SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE ROOM.
  
 8O) 914.1 SHAFTWAY MARKINGS.
 VERTICAL SHAFTS SHALL BE IDENTIFIED AS REQUIRED BY
 SECTIONS 914.1.1 AND 914.1.2.
  
 8O)(1) [F] 914.1.1 EXTERIOR ACCESS TO SHAFTWAYS.
 OUTSIDE OPENINGS ACCESSIBLE TO THE FIRE DEPARTMENT AND
 THAT OPEN DIRECTLY ON A HOISTWAY OR SHAFTWAY
 COMMUNICATING BETWEEN TWO OR MORE FLOORS IN A BUILDING
 SHALL BE PLAINLY MARKED WITH THE WORD ?SHAFTWAY? IN RED
 LETTERS AT LEAST 6 INCHES (152 MM) HIGH ON A WHITE
 BACKGROUND. SUCH WARNING SIGNS SHALL BE PLACED SO AS TO
 BE READILY DISCERNIBLE FROM THE OUTSIDE OF THE
 BUILDING.
  
 8O)(2) [F] 914.1.2 INTERIOR ACCESS TO SHAFTWAYS.
 DOOR OR WINDOW OPENINGS TO A HOISTWAY OR SHAFTWAY FROM
 THE INTERIOR OF THE BUILDING SHALL BE PLAINLY MARKED
 WITH THE WORD ?SHAFTWAY? IN RED LETTERS AT LEAST 6
 INCHES (152 MM) HIGH ON A WHITE BACKGROUND. SUCH
 WARNING SIGNS SHALL BE PLACED SO AS TO BE READILY
 DISCERNIBLE.
  
 EXCEPTION: MARKINGS SHALL NOT BE REQUIRED ON SHAFTWAY
 OPENINGS THAT ARE READILY DISCERNIBLE AS OPENINGS ONTO
 A SHAFTWAY BY THE CONSTRUCTION OR ARRANGEMENT.
  
 8O)(3) [F] 914.2 EQUIPMENT ROOM IDENTIFICATION.
 FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN
 APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR
 AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES
 OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL
 ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE
 DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE
 PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE
 CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED
 AND READILY VISIBLE.
  
 8P) FIRE PUMP ROOM THE EXTERIOR DOORS 112 WILL ALSO
 NEED BALLARDS TO PROTECT THIS ROOM FOR ACCESS IN
 EMERGENCY SITUATIONS. 913.2 PROTECTION AGAINST
 INTERRUPTION OF SERVICE.
  
 9) SHEET A2.01 MEZZANINE LEVEL/ TRUE 2ND FLOOR:
 9A) MISSING WALL TAGS BETWEEN THE GENERATOR ROOM WALL
 M-10 &M-09. 403.4.7.1.
  
 9B) MISSING WALL TAGS BETWEEN M-01 & M-02. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED.
  
 9C) MISSING WALL TAGS BETWEEN M-03 & M-04. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED.
  
 9D) WALL TAGS MISSING BETWEEN M-11 & M15, M-12 & M-16
 AND M-14 & M-16.
  
 9E) WALL TAG MISSING BETWEEN THE ELEVATOR LOBBY &
 RETAIL MEZZANINE.
  
 10) SHEET A2.02 / 2ND FLOOR LEVEL:
 10A) THE GYM WINDOWS IDENTIFICATION TAG AA DOES NOT
 INDICATE A FIRE RATING, THIS BEING A 1 HOUR FIRE RATED
 WALL ASSEMBLY WILL REQUIRE A 3/4 HOUR OPENING
 PROTECTIVE. SEE 2010 FBC-B SECTION 715.5
 FIRE-PROTECTION-RATED GLAZING.
 GLAZING IN FIRE WINDOW ASSEMBLIES SHALL BE
 FIRE-PROTECTION RATED IN ACCORDANCE WITH THIS SECTION
 AND TABLE 715.5. GLAZING IN FIRE DOOR ASSEMBLIES SHALL
 COMPLY WITH SECTION 715.4.7. FIRE-PROTECTION-RATED
 GLAZING SHALL BE TESTED IN ACCORDANCE WITH AND SHALL
 MEET THE ACCEPTANCE CRITERIA OF NFPA 257 OR UL 9.
 FIRE-PROTECTION-RATED GLAZING SHALL ALSO COMPLY WITH
 NFPA 80. OPENINGS IN NONFIRE-RESISTANCE-RATED EXTERIOR
 WALL ASSEMBLIES THAT REQUIRE PROTECTION IN ACCORDANCE
 WITH SECTION 705.3, 705.8, 705.8.5 OR 705.8.6 SHALL
 HAVE A FIRE-PROTECTION RATING OF NOT LESS THAN 3/4
 HOUR.
  
 10B) DOOR 219 LINEN/ LAUNDRY CHUTE ACCESS ROOM DOOR IS
 MISSING SELF- OR AUTOMATIC-CLOSING UPON THE DETECTION
 OF SMOKE IN ACCORDANCE WITH SECTION 715.4.8.3. COMMON
 STATEMENT FOR ALL FLOORS.
  
 11) SHEET A2.03:
 11A) THE PLANS DO NOT DEPICT ANY SHAFTS IN TTHE KITCHEN
 AREA FOR THE FUTURE KITCHEN EXHAUST & HOOD SYSTEM.
 708.2 SHAFT REQUIED.
  
 11B) ELEVATOR LOBBY # 3, IT APPEARS THERE IS A GLASS
 PANEL, NOT IDENTIFIED. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED. SAFETY GLASS IS REQUIRED.
 2010 FBC-B 2406.4.
  
 11C) AREAS THAT ARE MISSING WALL IDENTIFICATION TAGS,
 RETROOM, COMMON AREAS WITH KITCHEN, FLEX ROOMS WITH
 RATED CORRIDOR, FLEX SPACE & RESTARUANT, WALLS AT DOOR
 313 & DOOR 317 AND STORAGE AREAS 300 & 301. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 12) SHEET A2.11:
 12A) NOTE # 23 INDICATES THE USE OF WOOD TRELLIS,
 PLEASE REVIEW 2010 FBC-B 603.1 ALLOWABLE USES OF
 COMBUSTIBLE MATERIALS.
  
 B) NOTES 21 & 22 DEAL WITH A PERMINATELY AFFIXED ROOF
 LADDER TO ROOF AND NOTE 22 A 24 X 24 INCH ROOF TOP
 SCUTLE HOLE. PLEASE REVIEW BOTH: 1009.13 & 1009.14.
 1009.13 STAIRWAY TO ROOF.
 IN BUILDINGS FOUR OR MORE STORIES ABOVE GRADE PLANE,
 ONE STAIRWAY SHALL EXTEND TO THE ROOF SURFACE, UNLESS
 THE ROOF HAS A SLOPE STEEPER THAN FOUR UNITS VERTICAL
 IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). IN BUILDINGS
 WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF FROM THE
 TOP STORY SHALL BE PERMITTED TO BE BY AN ALTERNATING
 TREAD DEVICE.
  
 1009.14 STAIRWAY TO ELEVATOR EQUIPMENT.
 ROOFS AND PENT-HOUSES CONTAINING ELEVATOR EQUIPMENT
 THAT MUST BE ACCESSED FOR MAINTENANCE ARE REQUIRED TO
 BE ACCESSED BY A STAIRWAY.
  
 1009.13.2 PROTECTION AT ROOF HATCH OPENINGS.
 WHERE THE ROOF HATCH OPENING PROVIDING THE REQUIRED
 ACCESS IS LOCATED WITHIN 10 FEET (3049 MM) OF THE ROOF
 EDGE, SUCH ROOF ACCESS OR ROOF EDGE SHALL BE PROTECTED
 BY GUARDS INSTALLED IN ACCORDANCE WITH THE PROVISIONS
 OF SECTION 1013.
  
 13)PLEASE PROVIDE 3 SETS OF PRODUCT APPROVALS FOR EACH
 OF THE FOLLOWING COMPONENTS AND OR CLADDING.
 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 & WATERPROOFING FOR
 SLABS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 14) 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..
  
 15) SHEET S1 INDICATES THE WIND DESIGN CRITERIA WHICH
 IS CORRECT. SHEET S11.5 INDICATES THE POSITIVE AND
 NEGATIVE PRESSURES FOR THIS BUILDING WHICH ARE EXTREMLY
 LOW, THE 2010 FBC-B GIVE PRESSURES UP TO AND
 MULTIPLIERS TO 60 FT. EVEN AT 60 FT , "C" EXPOSURE THE
 PRESSURES ARE HIGHERE THAN WHAT IS PROPOSED ARE LOW FOR
 10 SQ FT OF ROOF AREA AND WALL AREA. IF A WIND TUNNEL
 TEST WAS COMPLETED PLEASE PROVIDE (3) SETS OF SIGNED &
 SEALED ORIGINALS.
  
 ONCE THE PRESSURES ARE DETERMINED TO BE CODE COMPLIANT,
 THE DESIGNER OF RECORD OR CONTRACTOR CAN REQUEST IN
 WRITING THAT THE PRODUCT APPROVALS BE A DEFERRED
 SUBMITTAL, GIVING THEM TIME TO BID THE PROJECT OUT AND
 ONLY HAVE TO SUBMIT THE ACTUAL PRODUCTS THAT WILL BE
 INSTALLED WITHIN THE BUILDING. 107.3.4.2. DEFERRED
 SUBMITTALS.
  
 16) SHEET A7.01 DETAIL # 2 ENLARGED HANDICAPPED
 BATHROOM WITH A STANDARD ACCESSIBLE SHOWER AND A
 TRANSFER SEAT ON THE BACK WALL. THE PLANS SHOW A 30 X48
 INCH SPACE FOR THE WHEEL CHAIR AS DEPICTED THE PERSON
 IN THE WHEELCHAIR WILL NOT BE ABLE TO MAKE THE
 TRANSFER. THE WHEEL CHAIR IS INFRONT OF THE SEAT.
 TRANSFER TYPE SHOWER COMPARTMENTS NEEDS 12 INCHES
 BEHIND THE SEAT SO THE OCCUPANT OF THE WHEEL CHAIR WILL
 BE ABLE TO TRANSFER ACROSS TO THE SHOWER SEAT. SEE 2010
 FBC-ACCESSIBILITY CODE 608.2.1 AND THE SAME FIGURE.
 SHOWN IN THE PICTURE IS A 3X3 FOOT SHOWER BUT THE
 TRANSFER FROM THE WHEEL CHAIR TO THE SEAT WILL BE THE
 SAME REQUIREMENT.
  
 17) SHEET A7.02:
 17A) THERE WAS A SLIGHT CHANGE IN THE 2010
 FBC-ACCESSIBILITY CODE IN HEIGHT OF GRAB BARS, DEPICTED
 IN THE PLANS IS A MAXIMUM OF 36 INCHES CENTERLINE, THE
 2010 FBC-ACCESSIBILITY CODE NOW MEASURES THE 33-36
 INCHES TO THE TOP OF THE BAR, TOP OF GRIPPING SURFACE.
 609.4.
  
 17B) THE BABY CHANGING TABLE PLEASE PROVIDE THE HEIGHT
 OF THE HANDLE AT TTHE TOP OF THE TABLE. IT APPEARS TO
 BE APPROX. 5'-6" IN HEIGHT?
 SHOW COMPLIANCE WITH REACH RANGES 2010
 FBC-ACCESSIBILITY CODE 308.308.2.1 & 308.3.1.
  
 18) SHEET A8.01 THE TYPICAL SHOWER CURB DETAIL
 INDICATES AN OPTION AS TO CODE COMPLIANCE FOR SHOWER
 PAN MATERIALS 417.5.2.1 - 417.5.2.5.
 2010 ADMINISTRATIVE CODE 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. SUCH INFORMATION SHALL BE
 SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION...
  
 19A) SHEET A8.02 DETAIL # 1-2 BOTH INDICATE THE USE OF
 PLYWOOD SHEATHING ON LIGHT GAUGE METAL STUDS. PLEASE
 PROVIDE COMPLIANCE WITH 2010 FBC-B
 603.1 ALLOWABLE MATERIALS.
 COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS
 OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING
 APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1
 THROUGH 603.1.3:
 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING. L
  
 19B) SHEET A8.02 SAME DETAILS DOES NOT INDICATE THE
 THICKNESS OF THE PLYWOOD NOR DOES THE PLANS PROVIDE THE
 TYPE OF FASTENER AND SIZE OF FASTENER TO BE USED IN
 SECURINGTHE PLYWOOD TO THE METAL STUDS. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 20) SHEET A8.03 DETAIL 1 & 2 TYPICAL BALCONY, SHOWS A
 BALISTER & HANDRAIL SYSTEM HEIGHT OF 42 INCHES FINISH
 NOTE THIS IS A MINIMUM HEIGHT, ONE DETAIL SHOWS THE
 FINISH FLOOR BENEATH THE BOTTOM RAIL AT 42 INCHES THE
 OTHER SHOWS THE BOTTOM RAIL SITTING ON THE ROUGH SLAB
 AT A HEIGHT OF 44". 2010 FBC-B 1013.2 HEIGHT. PLEASE
 PROVIDE WHICH TYPE OF INSTALATION WILL BE USED ON THIS
 PROJECT. DISCREPANCY IN PLANS. 107.2.1.3 ADDITIONAL
 INFORMATIO IS REQUIED.
 PLEASE ALSO NOTE THE 3 RD FLOOR IS TO BE DESIGNED FOR A
 FUTURE RESTARAUNT, BE AWARE OF 1013.2 WHERE FIXED
 SEATING MAY BE A HEIGHT FACTOR IN THE GUARD RAIL.
  
 21) SHEET S1 AND S11.1 BOTH INDICATE THE USE OF AUGER
 CAST PILE, PLEASE PROVIDE WHAT AGENCY/ INSPECTION
 SERVICE WILL BE RESPONSIBLE FOR THEOBSERVING & RECORD
 KEEPING OF THE AUGER CAST PILE ASWELL AS LOAD TESTING
 TO SECTION 2010 FBC-B 1810.3.3.1.2.
  
 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 & 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]
  
 DEVELOPMENT SERVICES HOME PAGE
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 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
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 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
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