Plan Review Notes
Plan Review Notes For Permit 14040379
Permit Number 14040379
Review Stop B
Sequence Number 1
Notes
Date Text
2014-04-18 07:01:24BUILDING PLAN REVIEW
 PERMIT: 14040379
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS RENE YERNANDEZ CELL 561-568-4182
 TEL: (561)689-8880
  
 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: FRIDAY/ APRIL 18/ 2014
 ACTION: DENIED
  
 NOTE SOILS REPORTS WERE SUBMITTED UNDE RTHE FOUNDATION
 PERMIT, SOILS REPORT BY TIERRA SOURH FLORIDA
 REPORT # 7111-13-202
 PREPARED BY TIERRA SOUTH FLORIDA, INC
 DATED AUGUST 16, 2013
 THIS REPORT SHALL BE CONSIDERED PART OF THE CONTRACT
 DOCUMENTS FOUNDATION-DESIGN IS BASED ONA A SOIL BEARING
 PRESSURE OF 3000 PSF.
  
 1) THE PLANS INDICATE THIS PROJECT BE TILT WALL
 REQUIRING A RESIDENT INSPECTOR. THREE (3) SETS OF ALL
 PLANS AND SUBMITTALS. 2010 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 2010 EDITION 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:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION (TILT WALL)
  
 1A) 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. AT THE COMPLETION OF THE
 CONSTRUCTION WORK OR PROJECT, SUCH INSPECTORS SHALL
 SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING
 OFFICIAL, STATING THAT THE WORK WAS DONE IN COMPLIANCE
 WITH THIS CODE AND IN ACCORDANCE WITH THE PERMITTED
 DRAWING. FINAL INSPECTION SHALL BE MADE BY THE BUILDING
 OFFICIAL BEFORE A CERTIFICATE OF OCCUPANCY OR
 CERTIFICATE OF COMPLETION IS ISSUED; AND CONFIRMATION
 INSPECTIONS MAY BE MADE AT ANY TIME TO MONITOR
 ACTIVITIES AND RESIDENT INSPECTORS.
  
 1B) ONLY (2) SETS OF PLANS WERE SUBMITTED, (3) ARE
 REQUIRED FOR RESIDENT INSPECTOR PROGRAMS. 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 2010 EDITION 110.3.9
  
 2) NEITHER SHEET A101 BUILDING DATA HEADING NOR LIFE
 SAFETY SHEET A-001 NOR A-002 LIFE SAFETY SHEETS
 INDICATE THE MINIMUM CRITERIA FOR PLAN REVIEW:
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION 110.3.9
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 :107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 2A) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
 2B) OCCUPANCY GROUPS IF SEPERATED OR NON SEPERATED
 FBC-B 508.3 VERSES 508.4.
 2C) IF FIRE SPRINKLERED OR NOT TABLE 503
 2B) WHAT AREA INCREASES WERE TAKEN 506.2 (FRONTAGE) AND
 OR 506.3 (FIRE SPRINKLER)
 2E) FOR EACH OCCUPANCY TYPE/ OCCUPANCY LOAD TABLE
 1004.1.1.
 2F) PLUMBING FIXTURE COUNT OF EACH OCCUPANCY TYPE AND
 OCCUPANCY LOAD FBC-P TABLE 403.1.
 2G) FLOOR LOADING OF MEZZANINE FBC-B TABLE 1607.1 (36)
 LIGHT 125 LBS. OR HEAVY 250 LBS.
  
 3) SHEET A-001 THE MAIN BUILDING SHOWROOMS A BUSINESS
 OCCUPANCY SHOWS A CONFERANCE ROOM WITH 2 EXIT DOORS.
 ADJACENT TO THIS AREA IS A EXIT ACCESS CORRIDOR AND
 DOOR OPENING # 1-129B (SEE SHEET A-113) THIS DOOR
 SWINGS INTO THE COORIDOR, THE OCCUPANT LOAD IS GREATER
 THAN 50 AND SHOULD BE A OUTSWING DOOR. 2010 FBC-B
 1008.1.2.
  
 4) SHEET A-001 & A-113 NEITHER OF THESE SHEETS ACTUALLY
 STATE THE OCCUPANCY FOR THE SERVICE DRIVE, IT WOULD
 APPEAR THIS AREA WOULD BE DECLARED EITHER A AUTO
 STORAGE, A UTILITY OCCUPANCY CAN ONLY BE FOR PRIVATE
 RESIDENTIAL GARGES MEETING THE DEFINITION. WITH THE S-2
 STORAGE REQUIREMENT, THE DOOR # 1-129B WILL BE LEADING
 INTO A MORE HAZARDOUS OCCUPANCY.
  
 2010 FBC-B 1014.2 EGRESS THROUGH INTERVENING SPACES.
 EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH
 THIS SECTION. 1.EGRESS FROM A ROOM OR SPACE SHALL NOT
 PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,
 EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA
 SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A
 GROUP H OCCUPANCY AND PROVIDE A DISCERNIBLE PATH OF
 EGRESS TRAVEL TO AN EXIT.
 EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
 ADJOINING OR INTERVENING ROOMS OR SPACES IN A GROUP H,
 S OR F OCCUPANCY WHEN THE ADJOINING OR INTERVENING
 ROOMS OR SPACES ARE THE SAME OR A LESSER HAZARD
 OCCUPANCY GROUP.
  
 5A) SHEET A-001 & A-113 NEITHER OF THSES SHEETS
 INDICATE OCCUPANCY SEPERATION WALLS INCOMPLIANCE WITH
 2010 FBC-B TABLE 508.4 FOR B & S2 PARKING GARAGES
 (SERVICE DRIVE) SEE 3.11.3 S-2 PARKING GARAGES,
 REQUIRING A 1 HOUR SEPERATION.
 707.3.8 SEPARATED OCCUPANCIES.
 WHERE THE PROVISIONS OF SECTION 508.4 ARE APPLICABLE,
 THE FIRE BARRIER SEPARATING MIXED OCCUPANCIES SHALL
 HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT
 INDICATED IN TABLE 508.4 BASED ON THE OCCUPANCIES BEING
 SEPARATED.
  
 5B) 406.6.1 GENERAL.
 REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 THE FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1
 THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR
 FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION
 406.5.
  
  
 6A) SHEET A-001 & A-113 THE OCCUPANCY SEPARATION
 BETWEEN THE SERVICE DRIVE (PARKING GARAGE) S-2 AND THE
 AUTOMOBILE REPAIR GARAGE (F-1) IS MISSING SEE THE
 OPENING PROTECTIVES FOUND UNDER 2010FBC-B T 715.4 UNDER
 THE HEADING OTHER FIRE BARRIERS. 3/4 HOUR FIRE BARRIER.
 FBC-B TABLE 508.4. REQUIRES A 1 HOUR FIRE SEPERATION
 FOR SPRINKLERED BUILDINGS. 406.6.1 GENERAL. REPAIR
 GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
 FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1
 THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR
 FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION
 406.5. 2010 FL FIRE PREVENTION CODE TABLE
 6.1.1.4.4.1(B) ALSO 1 HOUR FIRE SEPARATION, REPAIR
 GARAGES ARE CLASSIFIED AS SPECIAL PURPOSE INDUSTRIAL
 GARAGES.
  
 6B) SHEET A-001 & A-113 THE OCCUPANCY SEPARATION
 BETWEEN THE SERVICE DRIVE (PARKING GARAGE) S-2 AND THE
 AUTOMOBILE REPAIR GARAGE (F-1) IS MISSING SEE THE
 OPENING PROTECTIVES FOUND UNDER 2010FBC-B T 715.4 UNDER
 THE HEADING OTHER FIRE BARRIERS. 3/4 HOUR FIRE BARRIER.
  
 7) MEZZANINE SHEETS A-001, A-111, A-114, A-122 & A-124
 ALL THESE SHEETS INDICATE A MEZZANINE. SEE DEFITION OF
 MEZZANINE AREA LIMITATIONS. 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.
 EXCEPTIONS:
 1. THE AGGREGATE AREA OF MEZZANINES IN BUILDINGS AND
 STRUCTURES OF TYPE I OR II CONSTRUCTION FOR SPECIAL
 INDUSTRIAL OCCUPANCIES IN ACCORDANCE WITH SECTION 306.4
 SHALL NOT EXCEED TWO-THIRDS OF THE FLOOR AREA OF THE
 ROOM.
  
 PLEASE PROVIDE THE AREA OF THE PART STORAGE AREA AND
 THE AREA TO BE OPEN AREA 31,32,AND 33 TO SEE IF
 EXCEPTION 1 WILL QUALIFY THIS AREA AS A MEZZANINE. THE
 OTHER ISSUE THAT WILL BE IMPORTANT TO KNOW IS WHAT
 MATERIAL THE FLOOR WILL BE MADE OF, THE PLANS ONLY
 STATE STEEL MEZZANINE BY SPECIALITY ENGINEER, IS THIS A
 SOLID FLOOR OR GRATING TYPE FLOORING?
  
 8) SHEET -114 STAIR # 3 DOES NOT INDICATE WALL TYPE
 MISSING WALL TAG IDENTIFICATION. 2010 FBC-B 1022.1.
  
 9) PLEASE INDICATE COMPLIANCE WITH 2010 FBC-B 406.6.3
 VENTILATION FOR THE REPAIR GARAGE AND FOR THE CAR
 DETAIL AREA.
  
 10A) SHEET A119 DETAIL 2 & 3 BOTH INDICATE ROOF DRAINS
 WITHIN THE STAIRWELLS. SHEET A314 & A315 BOTH DETAIL 3
 INDICATE THE ROOF DRAIN WITHIN THE STAIRWELL AS WELL AS
 P2.12 SANITARY VENT, PLEASE REVIEW 2010 FBC-B 1022.4
 PENETRATIONS. PENETRATIONS INTO AND OPENINGS THROUGH AN
 EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT
 EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH
 SECTION 713. THERE SHALL BE NO PENETRATIONS OR
 COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT,
 BETWEEN ADJACENT EXIT ENCLOSURES.
  
 10B) THE STAIRWELL DIAGRAMS DO NOT SHOW A HANDRAIL ON
 BOTH SIDES OF THE STAIRWELL. 2010 FBC-B TAIRWAYS SHALL
 HAVE HANDRAILS ON EACH SIDE AND SHALL COMPLY WITH
 SECTION 1012.
  
 11) SHEET A201, A202 & A203 SHOW CURTAIN WALL TYPE
 CONSTRUCTION, NO PRODUCT APPROVALS WERE SUBMITTED FOR
 THIS GLAZING SYSTEM. 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)(C) CURTAIN WALLS
  
 12) SHEET A201, A202 & A508 ALL SHOW ACM PANELS SHOW
 COMPLIANCE WITH 2010 FBC-B:
 1407.1.1 PLASTIC CORE.
 THE PLASTIC CORE OF THE MCM SHALL NOT CONTAIN FOAM
 PLASTIC INSULATION AS DEFINED IN SECTION 2602.1.
  
 12A) 1407.2 EXTERIOR WALL FINISH. MCM USED AS EXTERIOR
 WALL FINISH OR AS ELEMENTS OF BALCONIES AND SIMILAR
 PROJECTIONS AND BAY AND ORIEL WINDOWS TO PROVIDE
 CLADDING OR WEATHER RESISTANCE SHALL COMPLY WITH
 SECTIONS 1407.4 THROUGH 1407.14.
  
 12B) 1407.3 ARCHITECTURAL TRIM AND EMBELLISHMENTS. MCM
 USED AS ARCHITECTURAL TRIM OR EMBELLISHMENTS SHALL
 COMPLY WITH SECTIONS 1407.7 THROUGH 1407.14.
  
 12C) 1407.4 STRUCTURAL DESIGN. MCM SYSTEMS SHALL BE
 DESIGNED AND CONSTRUCTED TO RESIST WIND LOADS AS
 REQUIRED BY CHAPTER 16 FOR COMPONENTS AND CLADDING.
  
 12D) 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN
 ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING
 OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF
 CHAPTER 16 FOR WIND LOADS. 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)(C) PANEL WALLS
  
 12E) 1407.6 WEATHER RESISTANCE.MCM SYSTEMS SHALL COMPLY
 WITH SECTION 1403 AND SHALL BE DESIGNED AND CONSTRUCTED
 TO RESIST WIND AND RAIN IN ACCORDANCE WITH THIS SECTION
 AND THE MANUFACTURER?S INSTALLATION INSTRUCTIONS.
 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)(C)
 PANEL WALLS
  
 12F) 1407.7 DURABILITY. MCM SYSTEMS SHALL BE
 CONSTRUCTED OF APPROVED MATERIALS THAT MAINTAIN THE
 PERFORMANCE CHARACTERISTICS REQUIRED IN SECTION 1407
 FOR THE DURATION OF USE.
  
 12G) 1407.8 FIRE-RESISTANCE RATING. WHERE MCM SYSTEMS
 ARE USED ON EXTERIOR WALLS REQUIRED TO HAVE A
 FIRE-RESISTANCE RATING IN ACCORDANCE WITH SECTION 705,
 EVIDENCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL
 THAT THE REQUIRED FIRE-RESISTANCE RATING IS MAINTAINED.
 EXCEPTION: MCM SYSTEMS NOT CONTAINING FOAM PLASTIC
 INSULATION, WHICH ARE INSTALLED ON THE OUTER SURFACE OF
 A FIRE-RESISTANCE-RATED EXTERIOR WALL IN A MANNER SUCH
 THAT THE ATTACHMENTS DO NOT PENETRATE THROUGH THE
 ENTIRE EXTERIOR WALL ASSEMBLY, SHALL NOT BE REQUIRED TO
 COMPLY WITH THIS SECTION.
  
 12H) 1407.9 SURFACE-BURNING CHARACTERISTICS. UNLESS
 OTHERWISE SPECIFIED, MCM SHALL HAVE A FLAME SPREAD
 INDEX OF 75 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450
 OR LESS WHEN TESTED IN THE MAXIMUM THICKNESS INTENDED
 FOR USE IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 12I) 1407.10 TYPE I, II, III AND IV CONSTRUCTION. WHERE
 INSTALLED ON BUILDINGS OF TYPE I, II, III AND IV
 CONSTRUCTION, MCM SYSTEMS SHALL COMPLY WITH SECTIONS
 1407.10.1 THROUGH 1407.10.4, OR SECTION 1407.11.
  
 12J) 1407.10.1 SURFACE-BURNING CHARACTERISTICS. MCM
 SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND
 A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 WHEN
 TESTED AS AN ASSEMBLY IN THE MAXIMUM THICKNESS INTENDED
 FOR USE IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 13) SHEETS A201, A202 & A203 ALL SHOW THE USE OF A RAIN
 SCEEN WALL AS WELL AS A508 PLEASE PROVIDE
 MANUFACTURERES SPECIFICATIONS FOR THIS SYSTEM,
 MATERIAL,HOW ITWILL BE FASTENED TO THE TILT UP PANELS
 AND TESTING FOR WIND DESIGN POSITIVE AND NEGATIVE
 PRESSURES. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS: (31)(D) SYSTEMS & PRODUCTS INTRODUCED AS A
 RESULT FROM NEW TECHNOLOGY.
  
 14A) SHEET A118 & A315 BOTH INDICATE PER-ENGINEEERED
 A/C STANDS PLEASE SHOW COMPLIANCE WITH: 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)(G)
 PRE-ENGINEERED A/C STANDS.
  
 14B) 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..
  
 15A) SHEET S-2.3 NOTES FOR PRECAST JOIST ROOF NOTES
 INDICATES THE STEEL AND THICKNESS OF THE ROOF DECK, THE
 ROOF DECK IS THE ROOF FOR THE AUTO REPAIR GARAGE BELOW,
 PLEASE PROVIDE COMPLIANCE WITH 2010FBC-B 1503.1
 GENERAL. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF
 COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN
 ACCORDANCE WITH THE PROVISIONS OF THIS CHAPTER. ROOF
 COVERINGS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE
 WITH THIS CODE AND THE APPROVED MANUFACTURER?S
 INSTRUCTIONS SUCH THAT THE ROOF COVERING SHALL SERVE TO
 PROTECT THE BUILDING OR STRUCTURE.
  
 SHEET A-118.1 NOTE 121 INDICATES TTHE USE OF VULKEM 350
 NF BY TREMCO. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS: (31)(D) ROOFING PRODUCTS AND ASSEMBLIES.
  
 15B) FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE
 FOR SUPERVISING AND REVIEWING ALL PROJECT DATA,
 REPORTS, SHOP DRAWINGS ETC.. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS &
 CLADDING
  
 16) SHEET A105 THE VACUUM BUILDING DOES NOT INDICATED
 TO BE A OPEN OR PARTIALLY OPEN DESIGN, SHEET S5.1 DOES
 NOT PROVIDE THE WIND DESIGN CRITERIA FOR THIS BUILDING
 OR PRESSURES.
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 16.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
 16.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
 16.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
 16.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
 16.5) COMPONENTS & CLADDING PRESSURES POSITVE &
 NEGATIVE TABLE 1609.2(2) .
  
 NO PRODUCT INFORMATION IS PROVIDED FOR THIS BUILDING
  
 17) SHEET A107 CAR WASH HAS A DIFFERENT ROOF HEIGHT
 THAN THE MAIN BUILDING AND WILL NEED A PRESSURE CHART
 SIMILAR TO THAT ON SHEET S-5.1 FOR THIS MEAN ROOF
 HEIGHT.
  
 18) THIS SAME SHEET SHOW 2 FUEL TANKS BUT THERE IS NO
 INFORMATION FOR THE TANKS SINGLE WALL OR DOUBLE WALL,
 TYPE OF MATERIALS LEAK SENSORS. THE TANKS THEMSELVES
  
 19) IMPACT FEES WERE NOT PAID ON FOUNDATION PERMIT,
 OWNER/ DEVELOPER HAD REQUESTED P B C IMPACT FEES TO BE
 PAID ON THE BUILDING PERMIT. MR SWOOPE & BO ROBERT
 BROWN BOTH AGREED THE BUILDING PERMIT SET OF PLANS TO
 BE REVIEWED BY P B COUNTY IMPACT FEE OFFICE FOR
 ASSESSMENT BEFORE THE BUILDING PERMIT CAN BE ISSUED.
  
 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.
  
 20): 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]
  
  
  
  
  


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