Plan Review Notes
Plan Review Notes For Permit 16070837
Permit Number 16070837
Review Stop B
Sequence Number 1
Notes
Date Text
2016-08-09 15:41:59BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070837
 ADD: 309/317 N. ROSEMARY AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: 305-456-7252
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SUN. AUGUST 07/2016
 ACTION: DENIED
  
 1) PLEASE NOTE AN ADDRESSING PLAN REVIEW STOP WILL BE
 ADDED TO THE PLAN REVIEW CYCLE TO ASSIGN A SITE
 ADDRESS. IT APPEARS ON THE PALM BCH. COUNTY PROPERTY
 APPRAISERS WEBSITE THERE ARE 3 ACTUAL PROPERTIES THAT
 WILL BE MAKING UP THIS SITE.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION OF THE
 PROJECT. PLEASE CONTACT MR. ORIO FOR AN SITE ADDRESS.
 CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/
 INFORMATION TECHNOLOGY
 TEL: 561-494-1040.
 E-MAIL: [email protected]
  
 2) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/2014,
 AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO
 OR GREATER THAN $750,000
 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3) THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR
 THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST
 HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC
 FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE ,
 IRRIGATION, AUGER CAST PILE AND OR FOUNDATION OR
 STRUCTURE ONLY PERMIT WILL BE SEPARATE REVIEWS AND
 ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE LIST AND SUBTRACT THESE LINE ITEMS AND THEIR
 VALUE FROM THE OVERALL BUILDING VALUE OF $4,088000.00.
 THE REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF
 THE BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DOES NOT WANT TO COLLECT TWICE FOR THE VALUE
 OF THESE SUB-PERMITS NOT COVERED UNDER THE PRIME OR
 MASTER PERMIT.
  
 4)THIS BUILDING IS A THRESHOLD BUILDING / FL S. S.
 553.71(7) ?THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT,
 OR WHICH HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000
 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN
 500 PERSONS.
  
 4A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 4B) 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 INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 4C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 4D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 4E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 4F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 4G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 4H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 4I) 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.
  
 5) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE
 PROVIDE COMPLIANCE WITH: 2014 FBC-B 3306.5 BARRIERS.
 BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN
 HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY
 NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE
 ENTIRE LENGTH OF THE CONSTRUCTION SITE.
  
 6) 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY SHALL BE
 PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY
 CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE
 GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK TO BE
 FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH
 TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE
 SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.
 WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING
 SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE
 WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL
 IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD
 BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE
 WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED?
  
 7) 2014 FBC-B 3306.7 COVERED WALKWAYS. COVERED WALKWAYS
 SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438
 MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY
 OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL
 TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT
 ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE
 LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE.
  
 8) PLEASE PROVIDE COMPLIANCE WITH: POLLUTION PREVENTION
 PLAN. 2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING
 PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM
 DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION
 WORK. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF
 AND EROSION DURING CONSTRUCTION OR DEMOLITION
 ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION
 TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS
 OF ADJOINING BUILDINGS ADVISING THEM THAT THE
 EXCAVATION IS TO BE MADE AND THAT THE ADJOINING
 BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL
 BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE
 SCHEDULED STARTING DATE OF THE EXCAVATION.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 109.3.10 IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE
 PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS
 PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO CONSENT
 BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS &
 CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER.
 THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
 OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,
 DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ.
 FT. OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 9) PLEASE PROVIDE DETAILS SHOWING HOW COMPLIANCE WITH
 2014 FBC-B 3306.9 ADJACENT TO EXCAVATIONS.
 EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR
 LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A
 BARRIER NOT LESS THAN 6 FEET (1829 MM) IN HEIGHT. WHERE
 LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT
 LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE
 BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE
 STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN
 CHAPTER 16. SHEET A2.01A & S-1 SHOW PILING RIGHT
 ADJACENT TO THE PROPERTY LINE SEE COLUMN 1 AND ROW A .
  
 10A) PLEASE PROVIDE DETAILS SHOWING COMPLIANCE WITH
 2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC
 AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE
 DURING CONSTRUCTION AND DEMOLITION WORK. PROTECTION
 SHALL BE PROVIDED FOR FOOTINGS, FOUNDATIONS, PARTY
 WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. WITH THE
 EXCAVATION AND AUGER CAST PILE HOW WILL THE BUILDING TO
 THE SOUTH BE PROTECTED FROM SETTLEMENT?
 SHEET A2.01A & S-1 SHOW PILING RIGHT ADJACENT TO THE
 PROPERTY LINE SEE COLUMN 1 AND ROW A .
  
 10B) 2014 FBC-B 3307.1 THE PERSON MAKING OR CAUSING AN
 EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO
 THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT
 THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING
 BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL
 BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE
 SCHEDULED STARTING DATE OF THE EXCAVATION. SHEET A2.01A
 & S-1 SHOW PILING RIGHT ADJACENT TO THE PROPERTY LINE
 SEE COLUMN 1 AND ROW A .
  
 11) WHEN EXCAVATING WILL THE EXCESS SOILS BE STORED ON
 SITE? 2014 FBC-B 3304.1.2 SURCHARGE. NO FILL OR OTHER
 SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY
 BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE
 IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED
 BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR
 FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION
 SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED
 AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER
 MOVEMENT.
  
 12) PLEASE DOCUMENT COMPLIANCE WITH: 2014 FBC-B 3313.1
 WHERE REQUIRED. AN APPROVED WATER SUPPLY FOR FIRE
 PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE
 MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES
 ON THE SITE. PLEASE PROVIDE WHERE THIS CONNECTION WILL
 BE MADE.
  
 13) NOTICE: 2014 FBC-B [F] 3311.1 WHERE REQUIRED. IN
 BUILDINGS REQUIRED TO HAVE STANDPIPES BY SECTION
 905.3.1, NOT LESS THAN ONE STANDPIPE SHALL BE PROVIDED
 FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE
 INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE
 THAN 40 FEET (12 192 MM) IN HEIGHT ABOVE THE LOWEST
 LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE
 SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS
 AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH
 STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES
 TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF
 CONSTRUCTION HAVING SECURED DECKING OR FLOORING.
  
 14A) 2014 FBC-B [F] 3309.1 WHERE REQUIRED. ALL
 STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH
 NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER
 IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS
 THAN ORDINARY HAZARD AS FOLLOWS:
 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
 COMBUSTIBLE MATERIALS HAVE ACCUMULATED.
 2. IN EVERY STORAGE AND CONSTRUCTION SHED.
 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE
 PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE
 STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
  
 14B) 2014 FBC-B 3309.2 FIRE HAZARDS. THE PROVISIONS OF
 THIS CODE AND THE FLORIDA FIRE PREVENTION CODE SHALL BE
 STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS
 ATTENDANT UPON CONSTRUCTION OPERATIONS.
  
 15) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 109.3.10.1 HURRICANE PROTECTION. IT
 SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION
 RELATED MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE
 OR OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24
 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO COMPLY TO REMOVE OR
 SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS
 WITHIN 24 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED
 SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN
 ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO
 VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE
 PURSUANT TO SECTION 113 OF THIS CHAPTER.
  
 16) SHEET L.S.101:
 16A) FIRE PROTECTION GENERAL NOTES # 1 GC TO INSTALL
 FIRE/ SMOKE DETECTION SYSTEM AS APPLICABLE CODES FOR
 USE AND OCCUPANCY. PLEASES BE SPECIFIC TO THE 2014
 FBC-B.
  
 16B) UNDER THE HEADING CONSTRUCTION TYPE/ OCCUPANCY THE
 BUILDING CONSTRUCTION TYPE IS LISTED AS A TYPE IIB/ R1
 OCCUPANCY TYPE. THE TYPE OF AUTOMATIC FIRE SPRINKLER
 SYSTEM IS NOT MENTIONED IN THE CONSTRUCTION TYPE NOR IN
 THE FIRE PROTECTION PLANS. PLEASE DESIGNATE WHAT TYPE
 OF FIRE SPRINKLER SYSTEM IS DESIGNED FOR THIS BUILDING.
 NOTE TABLE 503 ONLY ALLOWS 4 STORIES FOR A IIA/ R1
 OCCUPANCY. DECLARE THE TYPE OF FIRE SPRINKLERS AND AREA
 INCREASES TAKEN UNDER FBC-B 506.1 AND EQUATION 5-1 FOR
 AREA AND SPRINKLER INCREASES.
  
 16C) BUILDING OCCUPANCY CLASSIFICATION HEADING:
 16C)(1) PLEASE REVIEW BASEMENT RESIDENTIAL CATEGORY &
 OCCUPANCY COUNT. SEE FBC-B TABLE 1004.1.2 FUNCTION
 ACCESSORY STORAGE AREAS AND OCCUPANT LOAD FACTOR 300
 GROSS.
  
 16C)(2) PLEASE REVIEW THE GROUND FLOOR AND THE
 RESIDENTIAL CATEGORY R1. THE LOBBY AREA INCLUDING THE
 DELI AREA ARE ALL CONSIDERED A BUSINESS OCCUPANCY @ 100
 SQ. FT./ OCCUPANT. SEE FBC-B TABLE 1004.1.2. UPDATE
 PLANS.
  
 16 C)(3) PLEASE PROVIDE THE TOTAL SQ. FT. OF THE
 BUILDING AREA AND REVISED TOTAL OCCUPANT LOAD FOR THE
 BUILDING.
  
 16D) PLEASE UPDATE BOTH EGRESS REQUIREMENTS AND FIXTURE
 COUNT SINCE THE OCCUPANCY LOADS WILL BE INCREASED.
 FBC-B TABLE 1004.1.2.
  
 16E) THE PLANS INDICATE THIS IS A R1 OCCUPANCY BUT
 PLEASE CONFIRM THAT THE UNITS THEMSELVES ARE TO BE
 CONSIDERED EITHER SLEEPING UNITS OR DWELLING UNITS. THE
 PLANS ARE VAGUE AS TO IF THERE IS TO BE A KITCHEN OR
 KITCHENETTE. IF THE SUITES ARE TO BE CONSIDERED A
 DWELLING UNIT THEN COMPLIANCE WITH THE FOLLOWING 3 CODE
 SECTIONS WOULD BE REQUIRED FOR BUILDING TYPE IIA/ R1-
 IF (DWELLING UNIT).
 FOR TILE, STONE, MARBLE AND WOOD FLOORING ALL NEED TO
 HAVE HAD THE SOUND UNDERLAYMENT TESTED FLOOR ASSEMBLIES
 TO THE FOLLOWING STANDARDS AND MEET THE QUALIFICATIONS
 LISTED UNDER EACH OF THE STANDARDS FOR A 8 INCH
 CONCRETE FLOOR ASSEMBLY/ NO DROPPED CEILING:
 PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:
  
 16E)(1) FBC-B 2014 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.
  
 16E)(2) FBC-B 2014 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.
  
 16E)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 16F) PLEASE REVIEW THE TRAVEL DISTANCE FROM THE
 FURTHEST POINT IN THE LAUNDRY. THIS POINT IS TO BE
 TAKEN FROM THE FURTHEST POINT IN THE LAUNDRY ROOM AND
 THEN THE TRAVEL ROUTE TO BE TAKEN 1 FOOT FROM THE WALL
 LINE FURNITURE OR EQUIPMENT TO THE EXIT DOOR WAY.
 COMMON PATH OF TRAVEL, FBC-B TABLE 1014.3. STORAGE
 OCCUPANCY < 30 OCCUPANCY ALLOWS FOR 100 FT. TRAVEL
 DISTANCE/ SPRINKLERED BUILDING.
  
 16F) THE LIFE SAFETY SHEET IS SILENT AS TO THE FIRE
 RATING REQUIREMENTS FOUND IN FBC-B TABLE 601 & 602.
  
 704.2 COLUMN PROTECTION. WHERE COLUMNS ARE REQUIRED TO
 HAVE PROTECTION TO BE FIRE-RESISTANCE RATED, THE ENTIRE
 COLUMN SHALL BE PROVIDED INDIVIDUAL ENCASEMENT
 PROTECTION BY PROTECTING IT ON ALL SIDES FOR THE FULL
 COLUMN LENGTH, INCLUDING CONNECTIONS TO OTHER
 STRUCTURAL MEMBERS, WITH MATERIALS HAVING THE REQUIRED
 FIRE-RESISTANCE RATING. WHERE THE COLUMN EXTENDS
 THROUGH A CEILING, THE ENCASEMENT PROTECTION SHALL BE
 CONTINUOUS FROM THE TOP OF THE FOUNDATION OR
 FLOOR/CEILING ASSEMBLY BELOW THROUGH THE CEILING SPACE
 TO THE TOP OF THE COLUMN.
  
 704.3 PROTECTION OF THE PRIMARY STRUCTURAL FRAME OTHER
 THAN COLUMNS. MEMBERS OF THE PRIMARY STRUCTURAL FRAME
 OTHER THAN COLUMNS THAT ARE REQUIRED TO HAVE PROTECTION
 TO ACHIEVE A FIRE-RESISTANCE RATING AND SUPPORT MORE
 THAN TWO FLOORS OR ONE FLOOR AND ROOF, OR SUPPORT A
 LOAD-BEARING WALL OR A NONLOAD-BEARING WALL MORE THAN
 TWO STORIES HIGH, SHALL BE PROVIDED INDIVIDUAL
 ENCASEMENT PROTECTION BY PROTECTING THEM ON ALL SIDES
 FOR THE FULL LENGTH, INCLUDING CONNECTIONS TO OTHER
 STRUCTURAL MEMBERS, WITH MATERIALS HAVING THE REQUIRED
 FIRE-RESISTANCE RATING.
  
 704.4 PROTECTION OF SECONDARY MEMBERS. SECONDARY
 MEMBERS THAT ARE REQUIRED TO HAVE A FIRE-RESISTANCE
 RATING SHALL BE PROTECTED BY INDIVIDUAL ENCASEMENT
 PROTECTION, BY THE MEMBRANE OR CEILING OF A HORIZONTAL
 ASSEMBLY IN ACCORDANCE WITH SECTION 711, OR BY A
 COMBINATION OF BOTH.
  
 17) SHEET A2.01B BASEMENT LEVEL;
 17A) THE LAUNDRY TERMINATION ROOM, LAUNDRY ROOM ARE IN
 THE SAME ROOM. THE PLANS DO NOT INDICATE WHERE THE
 LAUNDRY TERMINATION ROOM ENDS AND WHERE THE CORRIDOR
 BEGINS. THE PLANS DO NOT INDICATE WHERE THE DIRTY
 LAUNDRY CARTS ARE GOING TO BE STORED EITHER. THE PLANS
 ALSO SHOW THE SAME LAUNDRY TERMINATION ROOM AS THE
 LAUNDRY ROOM. THE PLANS ARE SILENT AS TO WHERE THE
 CLEAN LINENS ARE TO BE STORED, NOR DO THE PLANS
 INDICATE WHAT WILL BE STORED IN THE BASEMENT LEVEL
 STORAGE ROOM. THIS WHOLE AREA NEEDS TO SHOW HOW
 COMPLIANCE WITH ALL THESE CONCERNS ARE GOING TO BE
 ADDRESSED.
 PLEASE SEE FBC-B 1014.2 EGRESS THROUGH INTERVENING
 SPACES. EGRESS THROUGH INTERVENING SPACES SHALL COMPLY
 WITH THIS SECTION. 4. EGRESS SHALL NOT PASS THROUGH
 STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR
 PURPOSES.
  
 17B) 2014 FBC-B 713.13.4 TERMINATION ROOM. REFUSE,
 RECYCLING, AND LAUNDRY CHUTES SHALL DISCHARGE INTO AN
 ENCLOSED ROOM SEPARATED FROM THE REMAINDER OF THE
 BUILDING BY FIRE BARRIERS CONSTRUCTED IN ACCORDANCE
 WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED
 IN ACCORDANCE WITH SECTION 711, OR BOTH.
  
 17C) 713.13.4 TERMINATION ROOM. OPENINGS INTO THE
 TERMINATION ROOM SHALL BE PROTECTED BY OPENING
 PROTECTIVES HAVING A FIRE PROTECTION RATING EQUAL TO
 THE PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE. 2 HOUR
 SHAFT ENCLOSURES REQUIRE 1 ? HOUR OPENING PROTECTIVES
 TABLE 716.5.
  
 17D) 713.13.4 TERMINATION ROOM. DOORS SHALL BE SELF- OR
 AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE IN
 ACCORDANCE WITH SECTION 716.5.9.3. DOOR NOT SHOWN ON
 THE PLANS.
  
 17E)LAUNDRY CHUTE DETAILS. SEE SHEET A6.05 THESE
 DETAILS SEEM TO BE TAKEN FROM A DETAIL SHEET PAGE 2 AND
 3 WHERE THEY ARE NOTE SHOWN. NOTES 1,2,3,8,9,12 & 13.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 17F) PLEASE NOTE IN THIS DETAIL THE 2 HOUR FIRE RATED
 SHAFT IS NOT SHOWN. IT IS NOT CLEAR IF THE SHAFT
 CONTINUES DOWN INTO THE TERMINATION ROOM AND THE 1 ?
 HOUR PROTECTIVE IS THE NOTE(3) DISCHARGE DOOR. THE
 PLANS DO NOT INDICATE ANY FIRE RATING.
  
 17G)(1) THE PLANS ARE NOT CLEAR WITH NOTE 7 AND NOTE 12
 IF THESE ARE A SEPARATE ITEM NOT DEALING WITH THE
 REQUIREMENTS FOR 713.13.6 AUTOMATIC SPRINKLER SYSTEM.
 AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE
 INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2.
 17G)(2) FBC-B 903.2.11.2 RUBBISH AND LINEN CHUTES. AN
 AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE
 TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL
 ROOMS. CHUTES SHALL HAVE ADDITIONAL SPRINKLER HEADS
 INSTALLED AT ALTERNATE FLOORS AND AT THE LOWEST INTAKE.
 WHERE A RUBBISH CHUTE EXTENDS THROUGH A BUILDING MORE
 THAN ONE FLOOR BELOW THE LOWEST INTAKE, THE EXTENSION
 SHALL HAVE SPRINKLERS INSTALLED THAT ARE RECESSED FROM
 THE DROP AREA OF THE CHUTE AND PROTECTED FROM FREEZING
 IN ACCORDANCE WITH SECTION 903.3.1.1. SUCH SPRINKLERS
 SHALL BE INSTALLED AT ALTERNATE FLOORS, BEGINNING WITH
 THE SECOND LEVEL BELOW THE LAST INTAKE AND ENDING WITH
 THE FLOOR ABOVE THE DISCHARGE. CHUTE SPRINKLERS SHALL
 BE ACCESSIBLE FOR SERVICING.
  
 17H) THE SOILED LINEN WHERE TO STORE? VERSES THE CLEAN
 LINEN ROOMS. TABLE 509 INCIDENTAL USES.
  
 17I) INTERIOR WALLS DO NOT HAVE IDENTIFICATION TAGS
 IDENTIFYING WALL TYPES. 107.3.5.1.1 MINIMUM COMMERCIAL
 PLAN REVIEW REQUIREMENTS. (4) FIRE RESISTANT
 CONSTRUCTION.
  
 18) SHEET A2.01A. GROUND FLOOR;
 18A) THIS FLOOR DOES HAVE WALL IDENTIFICATION TAGS.
 WALL TYPES ARE FOUND ON SHEET A8.03.
 THERE ARE (2) ISSUES WITH THE WALL TYPES FOUND ON THIS
 SHEET.
  
 18A)(1) FOR THE METAL STUD FIRE RATED WALLS THESE WALL
 TYPES LIST A UL FIRE RATING AND HOUR RATING. WHAT THE
 DESIGNER OF RECORD DIDN?T INCLUDE WAS A SHEET THAT
 GIVES EACH OF THE WALL ASSEMBLY BREAK DOWNS AS IN THE
 UL LISTING BOOK. THE INSPECTORS NEED THIS INFORMATION
 TO VERIFY THE WALLS WERE BUILT CORRECTLY ACCORDING TO
 THE WALL ASSEMBLY AS TESTED. FBC-B 703.2
 FIRE-RESISTANCE RATINGS.
  
 18B) PLEASE SHOW THE MASONRY WALLS 4 INCH / 2 HR. RATED
 WITH THE CENTER CAVITY. THE DESIGN # 906 IS FOR 6INCH
 BLOCK EITHER HOLLOW OR SOLID BUT NOT FOR A 4 INCH BLOCK
 WALL. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. FBC-B
 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (INCHES) OF
 BEARING OR NONBEARING CONCRETE MASONRY WALLS.
  
 18C) THE L. S. SHEET NOR THE GROUND FLOOR SHOW THE
 PARKING GARAGE AS DESIGNED OPEN OR ENCLOSED. THE PLANS
 DO NOT APPEAR TO MAKE THE REQUIREMENTS FOR AN OPEN
 PARKING GARAGE UNDER SECTION FBC-B 406.5.2 AND WILL
 NEED TO MEET THE REQUIREMENTS FOR 406.6.2 VENTILATION
 AND 406.6.3 AUTOMATIC SPRINKLER SYSTEM.
 THE M1.1 SHEET ALSO DOES NOT SHOW ANY MECHANICAL
 EQUIPMENT FOR MECHANICAL EQUIPMENT. THERE SEAMS TO BE A
 OPENING MISSING IN THE GARAGE CEILING (HIDDEN DASHED
 LINE) ON THE GRID LINE C/ 5 THAT GOES VERTICALLY
 THROUGH TO THE ROOF. IF THE DESIGNERS INTENT IS O TAKE
 CREDIT FOR THE 3 VERTICAL OPENS IN THE CEILING AS WELL
 AS THE ONE ON GRID LINE C/5 AS EQUAL TO CROSS
 VENTILATION FOR AN OPEN PARKING GARAGE, THEN
 CALCULATIONS WILL BE NEEDED TO PROVIDE CODE COMPLIANCE
 UNDER SECTION 104.11 ALTERNATE MATERIALS, DESIGN AND
 METHODS OF CONSTRUCTION AND EQUIPMENT. A LETTER TO THE
 BUILDING OFFICIAL WOULD ALSO NEED TO FOLLOW ASKING THIS
 DESIGN TO BE REVIEWED UNDER 104.11 ALTERNATE MATERIALS,
 DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT.
  
 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE
 NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR
 ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE,
 SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED
 SOURCES.
  
 18D) THE NORTH PROPERTY LINE THERE IS A GATE MARKED #
 3, THIS MOTORIZED GATE SHOWS IN THE OPEN POSITION ON
 BOTH THE GRADE PLAN AND LIFE SAFETY SHEET LS1.01. WHEN
 YOU LOOK AT THE ELEVATION SHEET A3.04 WHEN THE GATE IS
 IN THE CLOSED POSITION IT BLOCKS THE MEANS OF EGRESS
 FROM THE NORTH STAIR TOWER.
  
 2014 FBC-B 1008.2 GATES. GATES SERVING THE MEANS OF
 EGRESS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF
 THIS SECTION. GATES USED AS A COMPONENT IN A MEANS OF
 EGRESS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR
 DOORS.
 2014 FBC-B 1008.1.2 DOOR SWING. EXCEPTION 9. IN OTHER
 THAN GROUP H OCCUPANCIES, MANUALLY OPERATED HORIZONTAL
 SLIDING DOORS ARE PERMITTED IN A MEANS OF EGRESS FROM
 SPACES WITH AN OCCUPANT LOAD OF 10 OR LESS.
  
 DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL
 WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT
 LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY.
  
 18E) THIS SAME AREA THERE IS A DELIVERY SERVICE AREA 10
 FT. X 25 FT. PLEASE SHOW WHERE THE EXIT DISCHARGE PATH
 OF EGRESS WILL OCCUR SINCE THE DELIVERY LANE IS 10 FEET
 WIDE AND FROM THE BUILDING TO THE PROPERTY LINE
 THERE IS ONLY 11 FEET .
  
 1027.4.1 WIDTH. THE MINIMUM WIDTH OF EGRESS COURTS
 SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT
 SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES (1118 MM),
 EXCEPT AS SPECIFIED HEREIN. EGRESS COURTS SERVING GROUP
 R- 3 AND U OCCUPANCIES SHALL NOT BE LESS THAN 36 INCHES
 (914 MM) IN WIDTH. THE REQUIRED WIDTH OF EGRESS COURTS
 SHALL BE UNOBSTRUCTED TO A HEIGHT OF 7 FEET (2134 MM).
  
 1027.4.2 CONSTRUCTION AND OPENINGS. WHERE AN EGRESS
 COURT SERVING A BUILDING OR PORTION THEREOF IS LESS
 THAN 10 FEET (3048 MM) IN WIDTH, THE EGRESS COURT WALLS
 SHALL HAVE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED
 CONSTRUCTION FOR A DISTANCE OF 10 FEET (3048 MM) ABOVE
 THE FLOOR OF THE COURT. OPENINGS WITHIN SUCH WALLS
 SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
 PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
  
 18F) THE SOUTH STAIRWAY THE WALKWAY IS NOT DIMENSIONED
 AS TO WIDTH. PLEASE NOTE THE STORAGE DOORS 121 BEING 3
 FOOT WIDE DOORS. SEE SECTION 1005.7.1 DOORS. DOORS IN
 ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY
 MORE THAN ONE-HALF THE REQUIRED EGRESS PATH.
  
 18G) THE GATE # 101 IS A OUT SWING GATE AND HAS LESS
 THAN 18 INCHES ON THE PULL SIDE OF THE LATCH. SEE 2014
 ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES.
  
 18H) PLEASE REVIEW THE ENTRY INTO THE PARKING GARAGE
 SOUTH SIDE OF THE BUILDING THERE IS A MOTORIZED GATE.
 THE LOCATION OF THE GATE MOTOR WILL BLOCK ACCESS FOR
 PEOPLE EXITING THE GARAGE TO THE PUBLIC WAY, THE GATE
 IN THE CLOSED POSITION WOULD STILL HAVE TO HAVE A FRAME
 WORK OVER THIS EXIT DISCHARGE. WHEN THE GATE IS IN THE
 OPEN POSITION THE GATE FRAMEWORK WOULD EXTEND PAST THE
 PROPERTY LINE. THE SECOND ISSUE IS FOR THIS WALKWAY TO
 BE ACCESSIBLE THERE CANNOT BE A STEP FROM THE GARAGE UP
 TO THE LANDING FOR THE VERTICAL EXIT.
 THIS IS THE ONLY EXIT OUT OF THE GARAGE. 2014
 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS
 SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
  
 18I) THERE SEEMS TO BE A DISCREPANCY IN PLANS WITH THE
 LOCATION OF GATE # 101. PLEASE ALSO SEE THE SOUTH
 ELEVATION A4.03 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 18J) GATE # 103 SWINGS BACK IN THE FLOW OF EGRESS.
 FBC-B 1008.2 GATES. GATES SERVING THE MEANS OF EGRESS
 SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THIS
 SECTION. GATES USED AS A COMPONENT IN A MEANS OF EGRESS
 SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR DOORS.
 1008.1.2 DOOR SWING. DOORS SHALL SWING IN THE DIRECTION
 OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA
 CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A
 GROUP H OCCUPANCY.
  
 18K) THE PLANS DO NOT INDICATE A CUT SECTION THROUGH
 THE FRONT COUNTER FOR REGISTERING. PLEASE SHOW HOW
 COMPLIANCE WITH ACCESS. CODE 904.3.2 COUNTER & 904.4
 SALES AND SERVICE COUNTERS. , 904.3.3 CHECK WRITING
 SURFACES & WHERE PROVIDED, CHECK WRITING SURFACES SHALL
 COMPLY WITH 902.3.
  
 19) SHEET A2.02 THE SECOND FLOOR LEVEL:
 19A) THE ACCESSIBLE SUITE # 2 IS MISSING THE 18 INCHES
 ON THE INTERIOR SIDE OF THE MAIN ENTRY DOOR. SEE 2014
 ACCESS. CODE 404.2.4.
  
 19B) THE ACCESSIBLE SUITE SHOWS A DETAIL # 1/ A7.2
 SHOULD INCLUDE THE KITCHENETTE UNIT SINCE IT IS WITHIN
 THE DETAIL, NOT INCLUDED. PLEASE PROVIDE ELEVATION
 DETAILS FOR THE KITCHENETTE AREA AND COMPLIANCE WITH;
 ACCESS. CODE 606.3 HEIGHT. LAVATORIES AND SINKS SHALL
 BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR
 COUNTER SURFACE 34 INCHES (865 MM) MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING
 WITH 305, POSITIONED FOR A FORWARD APPROACH, AND KNEE
 AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
  
 19C) THE ACCESSIBLE SUITE DOES NOT INDICATE HOW
 COMPLIANCE WITH 242.2 ACCESSIBLE SWIMMING POOLS ARE
 GOING TO BE ACHIEVED. SEE EXCEPTION 1 REQUIREMENT.
 WHERE A SWIMMING POOL HAS LESS THAN 300 LINEAR FEET OF
 SWIMMING POOL WALL, NO MORE THAN ONE ACCESSIBLE MEANS
 OF ENTRY SHALL BE REQUIRED PROVIDED THAT THE ACCESSIBLE
 MEANS OF ENTRY IS A SWIMMING POOL LIFT COMPLYING WITH
 1009.2 OR SLOPED ENTRY COMPLYING WITH 1009.3.
  
 19D) THIS IS GOING TO BE A COMMENT FOR ALL UNITS NOT
 JUST THE ACCESSIBLE UNIT. THE PLANS SHOW SLIDING GLASS
 DOORS THAT LED FROM WITHIN THE SUITE OUT TO THE TERRACE
 DECK. THE COMPLETE OPENING BEING 14 FOOT 10 INCHES WIDE
 DIVIDE BY 3 EQUALS OR EACH PANEL 4 FT. 11 ? INCHES
 APPROXIMATELY. THIS SIZE DOOR CAN BE USED IN A MEANS OF
 EGRESS WHEN THE OCCUPANT LOAD IS 10 OR LESS, 1008.1.2
 EXCEP. #9. THE DOOR IS 19/32 IN. LAMINATED GLASS.
 2014 FBC-B 1008.1.3 DOOR OPENING FORCE. THE FORCE FOR
 PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS,
 OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22
 N). FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND
 FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN
 SUBJECTED TO A 15-POUND (67 N) FORCE. THE DOOR SHALL BE
 SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N)
 FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION
 WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.
 FOR THE ACCESSIBLE UNIT THE OPENING FORCE FOR THE
 SLIDING GLASS DOOR WILL BE FBC-ACCESS. CODE 404.2.9
 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A
 MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE
 ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR
 PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL
 BE AS FOLLOWS: 2. SLIDING OR FOLDING DOORS: 5 POUNDS
 (22.2 N) MAXIMUM.
  
 19E) THE OTHER ISSUE COMMON TO ALL UNITS WITH THE
 SLIDING DOOR TO THE POOL DECK IS: 404.2.7 DOOR AND GATE
 HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER
 OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH
 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34
 INCHES (865 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS
 ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE
 SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.
 EXCEPTIONS: 2. ACCESS GATES IN BARRIER WALLS AND FENCES
 PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED
 TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON
 SELF-LATCHING DEVICES AT 54 INCHES (1370 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE
 SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES
 AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR
 INTEGRAL COMBINATION LOCK.
  
 THE DOORS ARE TO BE SELF-CLOSING AND SELF-LATCHING.
 FBC-B 454.1.3.1.9 ACCESS THROUGH THE BARRIER OR FENCE
 FROM DWELLING UNITS, SUCH AS HOMES, APARTMENTS, MOTEL
 ROOMS AND HOTEL ROOMS, SHALL BE THROUGH SELF-CLOSING,
 SELF-LATCHING LOCKABLE GATES OF 48 INCH (1219 MM)
 MINIMAL HEIGHT FROM THE FLOOR OR GROUND WITH THE LATCH
 LOCATED A MINIMUM OF 54 INCHES (1372 MM) FROM THE
 BOTTOM OF THE GATE OR AT LEAST 3 INCHES (76 MM) BELOW
 THE TOP OF THE GATE ON THE POOL SIDE. IF THE
 SELF-CLOSING, SELF-LATCHING GATE IS ALSO SELF-LOCKING
 AND IS OPERATED BY A KEY LOCK, ELECTRONIC OPENER OR
 INTEGRAL COMBINATION LOCK, THEN THE OPERABLE PARTS OF
 SUCH LOCKS OR OPENERS SHALL BE 34 INCHES MINIMUM (864
 MM) AND 48 INCHES MAXIMUM (1219 MM) ABOVE THE FINISHED
 FLOOR OR GROUND.
  
 19F) PLEASE NOTE THE SLIDING GLASS DOOR, THE THRESHOLD
 INDICATES ONLY TO BE ? INCH HIGH. 404.2.5 THRESHOLDS.
 THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH
 (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN
 LEVEL AT DOORWAYS SHALL COMPLY WITH ACCESS. CODE 302
 AND 303. HOW WILL WATER INTRUSION BE HANDLED IN A
 HURRICANE?
  
 19G) COMMON COMMENT FOR ALL FLOORS. THE SHAFT WALLS FOR
 THE LAUNDRY CHUTE DO NOT HAVE WALL IDENTIFICATION TAGS.
 FBC-B 713.4 FIRE-RESISTANCE RATING. SHAFT 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.
  
 19H) COMMON COMMENT FOR ALL FLOORS. PLEASE SEE DOOR # 8
 TO THE HOSE KEEPING ROOM IN THE DOOR SCHEDULE MISSING
 THE FIRE RATING. FBC-B 713.13.3 REFUSE, RECYCLING AND
 LAUNDRY CHUTE ACCESS ROOMS.
 ACCESS OPENINGS FOR REFUSE, RECYCLING AND LAUNDRY
 CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS
 ENCLOSED BY NOT LESS THAN 1-HOUR FIRE BARRIERS
 CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR
 HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH
 SECTION 711, OR BOTH. OPENINGS INTO THE ACCESS ROOMS
 SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
 PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. DOORS
 SHALL BE SELF- OR AUTOMATIC-CLOSING UPON THE DETECTION
 OF SMOKE IN ACCORDANCE WITH SECTION 716.5.9.3.
  
 20) THE ACCESSIBLE SUITE SHOWS A DETAIL # 1/ A7.2. THE
 ACCESSIBLE BATHROOM:
 20A) THIS SHEET STATES MANY TIMES ON THE SHEET THIS IS
 A ADA COMPLIANT. PLEASE NOTE THE DESIGN MAYBE ADA
 COMPLIANT BUT THE STATE OF FLORIDA USES THE 2014
 FLORIDA ACCESSIBILITY CODE THAT HAS BEEN APPROVED BY
 THE DEPARTMENT OF JUSTICE. THE FLORIDA ACCESSIBILITY
 CODE IS A MORE STRINGENT CODE THAN THE ADA. PLEASE
 REVIEW THE CLEAR FLOOR SPACE REQUIRED FOR THE WATER
 CLOSET.
 2014 FBC-ACCESS. CODE 604.3.2 OVERLAP. THE REQUIRED
 CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO
 OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS,
 DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS,
 SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND
 CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING
 SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE
 LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.
 604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE
 60 INCHES (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM
 THE SIDE WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 20B) DETAIL D NOTE 11 INDICATES BACKING IS REQUIRED FOR
 ADAPTABLE BATHROOMS. TABLE 224.2 WILL REQUIRE AT LEAST
 ONE GUESTROOM/ BATHROOM TO COMPLY WITH GUEST ROOM WITH
 MOBILITY FEATURES, 609.8 STRUCTURAL STRENGTH. ALLOWABLE
 STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN
 A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED
 AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING
 DEVICE, OR SUPPORTING STRUCTURE.
  
 20C) PLEASE NOTE ON THE GRAB BAR DIMENSIONS THE 2014
 FBC-ACCESSIBILITY CODE TAKES THE DIMENSIONS FROM THE
 TOP OF THE GRASPING SURFACE NOT CENTERLINE. 609.4.
  
 20D) TOWEL BARS ARE NOT DIMENSIONED BUT SHOULD BE IN
 THE REACH RANGES FOR EITHER FORWARD OR SIDE APPROACH
 SEE FBC-ACCESS. CODE 308.1.
 20E) COAT HOOKS AND SHELVING TO COMPLY WITH 604.2.
  
 20F) THE STEAM SHOWER IN THE ACCESSIBLE GUEST UNIT WILL
 ALSO NEED TO SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS.
 CODE ;
 20F)(1) 612.2 BENCH. WHERE SEATING IS PROVIDED IN
 SAUNAS AND STEAM ROOMS, AT LEAST ONE BENCH SHALL COMPLY
 WITH 903. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR
 SPACE REQUIRED BY 903.2. EXCEPTION: A READILY REMOVABLE
 BENCH SHALL BE PERMITTED TO OBSTRUCT THE TURNING SPACE
 REQUIRED BY 612.3 AND THE CLEAR FLOOR OR GROUND SPACE
 REQUIRED BY 903.2.
  
 20F)(2) 612.3 TURNING SPACE. A TURNING SPACE COMPLYING
 WITH 304 SHALL BE PROVIDED WITHIN SAUNAS AND STEAM
 ROOMS.
  
 21) SHEET A2.07 THESE COMMENTS WILL BE COMMON TO ALL
 FLOORS 2-5;
 21A) NOTE # 14 INDICATES THE USE OF TREX DECK TERRACE
 AND CEILING. THERE IS NO PRODUCT INFORMATION FOR THE
 TREX DECK SYSTEM. PLEASE PROVIDE THE MANUFACTURERS
 SPECIFICATION, IF THIS IS A COMBUSTIBLE PRODUCT AND IF
 SO THE FLAME SPREAD AND TO WHAT STANDARD THE PRODUCT
 WAS TESTED TOO? SEE FBC-B SECTION 603 COMBUSTIBLE
 MATERIAL IN TYPE I AND II CONSTRUCTION. 603.1 ALLOWABLE
 MATERIALS.
  
 21B) THERE ARE NO PLANS FOR THE TREX DECK DROP CEILING
 ASSEMBLY. TYPE OF FRAMING, MATERIAL, SPACING, SIZE OF
 FRAMING MEMBERS, ANCHORAGE TO THE DECK ABOVE IF STIFF
 BACKS ARE REQUIRED. 107.3.5 MINIMUM PLAN REVIEW
 CRITERIA FOR BUILDINGS. 107.3.5.1 COMMERCIAL BUILDINGS:
 DROPPED EXTERIOR CEILING ASSEMBLIES.
  
 21C) DETAILS 3 & 4 BOTH INDICATE THE USE OF INSULATION
 IN BOTH THE MECHANICAL PLENUM AS WELL AS THE DROPPED
 CEILING WITHIN THE TYPICAL SUITE. THE PLANS DOES NOT
 DECLARE WHAT TYPE OF INSULATION IS GOING TO BE
 INSTALLED? IS THIS INSULATION GOING TO BE FOR BOTH
 SOUND AND THERMAL VALUES? SEE FBC-B 720.1 & 720.2.
  
 21D) DETAILS 3 & 4 WITHIN THE SUITE SHOW A DROPPED
 CEILING ASSEMBLY, FASTENED TO THE CONCRETE DECK ABOVE
 AS WELL AS A DROPPED CEILING ASSEMBLY WITH WHAT MAYBE A
 LIGHT TROUGH. THE INSULATION ABOVE WOULD STILL BE
 WITHIN THE ROOM PROPER. PLEASE PROVIDE ADDITIONAL
 DETAILS AS TO THE TYPE OF FRAMING MATERIALS, ANCHORAGE
 TO THE DECK ABOVE, SIZE OF FRAMING MEMBERS, SPACING OF
 FRAMING MEMBERS THE TYPE OF INSULATION, THE THICKNESS
 AND TYPE OF FINISH MATERIAL FOR THE DROPPED CEILING. .
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS: DROPPED EXTERIOR
 CEILING ASSEMBLIES.
 FBC-B 720.3 EXPOSED INSTALLATION. INSULATING MATERIALS,
 WHERE EXPOSED AS INSTALLED IN BUILDINGS OF ANY TYPE OF
 CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT
 MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE
 THAN 450.
 FBC-B 803.11.2 SET-OUT CONSTRUCTION. WHERE WALLS AND
 CEILINGS ARE REQUIRED TO BE OF FIRE-RESISTANCE-RATED OR
 NONCOMBUSTIBLE CONSTRUCTION AND WALLS ARE SET OUT OR
 CEILINGS ARE DROPPED DISTANCES GREATER THAN SPECIFIED
 IN SECTION 803.11.1, CLASS A FINISH MATERIALS, IN
 ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, SHALL BE
 USED.
  
 21E) PLEASE NOTE THE PLANS DO NOT ADDRESS THE FRAMING
 MEMBERS FOR THE POOL DECK. SHEET S-13 SECTION SHOWS
 3X12?S AT 16 INCHES ON CENTER. THIS BUILDING IS
 CLASSIFIED AS A BUILDING TYPE IIA.
  
 FBC-B SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II
 CONSTRUCTION. 603.1 ALLOWABLE MATERIALS. EXCEPTION; 12.
 STAGES AND PLATFORMS CONSTRUCTED IN ACCORDANCE WITH
 SECTIONS 410.3 AND 410.4, RESPECTIVELY.
 410.4 PLATFORM CONSTRUCTION. PERMANENT PLATFORMS SHALL
 BE CONSTRUCTED OF MATERIALS AS REQUIRED FOR THE TYPE OF
 CONSTRUCTION OF THE BUILDING IN WHICH THE PERMANENT
 PLATFORM IS LOCATED. PERMANENT PLATFORMS ARE PERMITTED
 TO BE CONSTRUCTED OF FIRE-RETARDANT-TREATED WOOD FOR
 TYPES I, II AND IV CONSTRUCTION WHERE THE PLATFORMS ARE
 NOT MORE THAN 30 INCHES (762 MM) ABOVE THE MAIN FLOOR,
 AND NOT MORE THAN ONE-THIRD OF THE ROOM FLOOR AREA AND
 NOT MORE THAN 3,000 SQUARE FEET (279 M2) IN AREA. WHERE
 THE SPACE BENEATH THE PERMANENT PLATFORM IS USED FOR
 STORAGE OR ANY PURPOSE OTHER THAN EQUIPMENT, WIRING OR
 PLUMBING, THE FLOOR ASSEMBLY SHALL BE NOT LESS THAN
 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. WHERE THE
 SPACE BENEATH THE PERMANENT PLATFORM IS USED ONLY FOR
 EQUIPMENT, WIRING OR PLUMBING, THE UNDERSIDE OF THE
 PERMANENT PLATFORM NEED NOT BE PROTECTED.
  
 21F) THE S-13 SHEET DOES NOT PROVIDE THE TYPE OF
 ANCHORS TO HOLD THE LEDGER BOARD NOR THE TYPE OF
 BUCKETS TO HOLD THE FRAMING MEMBERS. 107.3.5 MINIMUM
 PLAN REVIEW CRITERIA FOR BUILDINGS. 107.3.5.1
 COMMERCIAL BUILDINGS. FLOOR SYSTEMS.
  
 21G) POOLS AND ASSOCIATED EQUIPMENT WILL BE UNDER
 SEPARATE PERMITS FOR EACH UNIT FOR THE RECORDING OF
 INSPECTIONS. 105.1. PERMITS REQUIRED.
  
 22) SHEET A3.03 THE GREEN SCREEN SYSTEM PANELS CAN BE A
 SUBMITTAL THAT COULD QUALIFY AS A DEFERRED SUBMITTAL,
 PLEASE PROVIDE THE WIND DESIGN PARAMETERS FOR THE
 SPECIALTY ENGINEERS CAN DESIGN TO THE PROPER WIND
 SPEED. 107.3.4.2 DEFERRED SUBMITTALS. 2014 FBC-B
 1603.1.4 WIND DESIGN DATA.
  
 23) SHEET A2.05 ROOF PLAN.
  
 23A) THE ROOF DRAINS 2 & 3 BOTH ARE MISSING
 SECONDARY(EMERGENCY OVERFLOW) DRAINS OR SCUPPERS. FBC-B
 1503.4.1.
  
 23B) STAIR TOWER 1 & 2 BOTH SHOW OVERFLOW SCUPPERS BUT
 NO SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
 FBC-B 1503.4.1.
  
 23C) PLEASE PROVIDE DETAILS FOR SCUPPERS AND OVERFLOW
 SCUPPERS, THE BOTTOM OF EACH UNIT IN RELATIONSHIP WITH
 THE ROOF. FBC-B 1503.4.2 SCUPPERS. OVERFLOW SCUPPERS
 ARE SHOWN.
  
 23D) PLEASE PROVIDE A ANCHORING DETAIL FOR THE ROOF TOP
 A/C STANDS FOR THE APPROPRIATE SIZE OF ROOF TOP
 COMPRESSOR. PLEASE ALSO INCLUDE THE ATTACHMENT OF THE
 COMPRESSOR TO THE STAND. FBC-B 2014 FBC-B 1604.4
 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR
 CONNECTIONS SHALL BE DETERMINED BY METHODS OF
 STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM,
 GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH
 SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY
 STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING
 EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS
 CHAPTER. SEE SECTION 1609 FOR WIND LOADS?
  
 23E) PLEASE PROVIDE THE MINIMUM HEIGHT REQUIREMENTS FOR
 THE A/C STANDS IN COMPLIANCE WITH FBC-B TABLE 1509.6.5.
  
 23F) ROOFTOP SKYLIGHTS. SECTION 603 COMBUSTIBLE
 MATERIAL IN TYPE I AND II CONSTRUCTION. 603.1 ALLOWABLE
 MATERIALS. 15. LIGHT-TRANSMITTING PLASTICS AS PERMITTED
 BY CHAPTER
 26. PLEASE PROVIDE COMPLIANCE WITH: 2609.4 AREA
 LIMITATIONS. ROOF PANELS SHALL BE LIMITED IN AREA AND
 THE AGGREGATE AREA OF PANELS SHALL BE LIMITED BY A
 PERCENTAGE OF THE FLOOR AREA OF THE ROOM OR SPACE
 SHELTERED IN ACCORDANCE WITH TABLE 2609.4. CC1 OR CC2?
  
 23G) SHEET A4.03 SHOWS A CUT SECTION THROUGH THE
 SKYLIGHT WITH A CMU CURB. THERE ARE NO DETAILS OF THIS
 CURB IN THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL
 SHEETS. 107.2.1.3 ADDITIONAL INFORMATION IS ENQUIRED.
  
 23H) PLEASE REVIEW NOTES ON THE RIGHT SIDE OF THE PAGE
 1-15 THESE DEAL WITH THE FLOORS BELOW. NEED TO BE
 DELETED. 107.2.1.3 DISCREPANCY IN PLANS.
  
 24) SHEET A6.03, ELEVATOR, PLEASE SHOW COMPLIANCE WITH
 FBC-B 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE
 STRETCHER. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND
 ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24
 INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS
 THAN 5-INCH RADIUS CORNERS, IN THE HORIZONTAL, OPEN
 POSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL
 SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE).
  
 DO NOT QOUTE 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,?
  
 25) SHEET A4.03 PLEASE PROVIDE DETAILS FOR THE EYEBROW,
 ANCHORING AND TYPE OF MATERIALS CONSTRUCTED AT
 ELEVATION 71.416 FT. 1406.2.1 TYPE I, II, III AND IV
 CONSTRUCTION. ON BUILDINGS OF TYPE I, II, III AND IV
 CONSTRUCTION, EXTERIOR WALL COVERINGS SHALL BE
 PERMITTED TO BE CONSTRUCTED OF COMBUSTIBLE MATERIALS,
 COMPLYING WITH THE FOLLOWING LIMITATIONS: 2.
 COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED TO
 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE.
  
 26) SHEET A8.11: DETAILS SHOULD BE TO THE 2014 FLORIDA
 ACCESSIBILITY CODE NOT THE ADA.
  
 26A) THE TOWEL BAR IS INDICATED TO BE 54 INCHES HIGH
 (ADA). MUST BE IN THE REACH RANGES FOR ACCESSIBILITY.
 SEE ACCESS. CODE 308.2.1 UNOBSTRUCTED FORWARD. 308.3.2
 OBSTRUCTED SIDE REACH.
  
 26B) ALL OF THE DETAILS FOR GRAB BARS ARE TAKEN AT THE
 CENTERLINE. PLEASE BE AWARE OF THE 2014
 FBC-ACCESSIBILITY CODE 609.4 THE MEASUREMENTS ARE TO BE
 TAKEN FROM FINISH FLOOR TO THE TOP OF THE GRASPABLE
 SURFACE 33-36 INCHES.
  
 26C) HIGH/ LOW DRINKING FOUNTAIN. 602.4 SPOUT HEIGHT.
 SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND. 602.7 DRINKING FOUNTAINS
 FOR STANDING PERSONS.
  
 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 27) SHEETS S-16 THROUGH S-19 INDICATE POSITIVE AND
 NEGATIVE PRESSURES FOR THE COMPONENTS AND CLADDING. THE
 PLANS DO NOT PROVIDE THE WIND DESIGN CRITERIA NOR DOES
 THE PLANS INDICATE IF THE PRESSURES ARE IN VULT OR
 VASD.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. >60 FT. TALL/
 ASCE 7-10.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 28) PLEASE PROVIDE WHERE ON THE STRUCTURAL SHEETS THE
 PRESSURES FOR ROOF ZONES 1, 2 & 3. MISSING IN THE
 PLANS. 2014 FBC-B 1603.1.4 WIND DESIGN DATA. >60 FT.
 TALL/ ASCE 7-10.
  
 29) FOR THE PRODUCT APPROVALS WITH GLAZED OPENINGS AND
 MULLIONS , PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE THE SUBMITTED PRODUCT APPROVALS THERE ARE TO MANY
 VARIABLE, CIRCLE TO IDENTIFY EACH COMPONENT. COMPONENTS
 & CLADDING.
  
 30) THE NOA 15-0731.06 MIAMI ROLLING DOOR SUBMITTED
 REPORT GOOD FOR +/- 65 SHEET S-18 SHOWS PRESSURES OF
 -87, VASD OR VULT NOT GIVEN ON THE SHEET. ALL PRODUCT
 APPROVALS ARE IN VASD. 1609.3.1 WIND SPEED CONVERSION
 VULT TO VASD.
  
 31) .(2) ROOFING APPROVALS WERE SUBMITTED FOR THIS
 REVIEW.
 CARLISLE MIRASEAL FLUID APPLIED WATERPROOFING MEMBRANE
 NOA 13-0129.22
 CARLISLE CCW-500-R HOT APPLIED LIQUID MEMBRANE NOA
 12-0801.01
 IN BOTH APPROVALS THERE ARE MULTIPLE SUB-SYSTEMS AND
 ASSOCIATED PRESSURES. IN NEITHER REPORT WAS A
 SUB-SYSTEM AND ASSOCIATED PRESSURES INDICATED. ALSO IN
 BOTH REPORTS LIMITATION # 9 IS INDICATED NO ENHAANCED
 FASTENING CAN OCCUR. THE PLANS DO NOT INDICATE ROOF TOP
 PRESSURES FOR ZONES 1,2 & 3. PLEASE PROVIDE PRESSURES
 IN VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. 2014
 FBC- B 1603.1.4 WIND DESIGN DATA.
  
 32) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
 33) 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.
  
 34) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  


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