Plan Review Notes
Plan Review Notes For Permit 05041760
Permit Number 05041760
Review Stop B
Sequence Number 1
Notes
Date Text
2005-06-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05041760
 ADD: XXX W. EXECUTIVE CENTER DR.
 (74-43-43-20-00-000-3010)
 CONT: THE WEITZ CO.
 TEL: (561)686-5511
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) ADDRESS TO BE DETERMINED BY CITY MIS
 DEPARTMENT, JOHN HIGGINS 822-1239.
  
 2) PERMIT APPLICATION CORRECT THE PCN TO
 (74-43-43-20-00-000-3010) OR PROVIDE
 ADDITIONAL INFORMATION.
  
 3) LOW VALUE, CALCULATED VALUE IS:
 $9,907,170.00 SEE ADDITIONAL FEES.
  
 4) 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 OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
 S-7 SHORING NOTES, SHORING TO BE SET
 BY CONTRACTOR BUT THE THRESHOLD
 INSPECTOR TO SIGN OFF FOR APPROVAL.
  
 5) WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 6) W.P.B. AMENDMENT 105.13.4.4 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.
  
 7) 903.8.2 FLOR ST STATUTE 553.895(2)
 ALL RESIDENTIAL BUILD. 3 OR MORE STORIES
 TALL WHETHER DESIGNATED AS TOWNHOUSE,
 CONDOMINIUMS, "APARTMENT HOUSES,
 TENEMENTS, GARDEN APARTMENTS OR BY ANY
 OTHER NAME SHALL BE SUPPLIED BY FIRE
 SPRINKLERS MEETING NFPA 101.
  
 8) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS:
 A) THE REPORT SUBMITTED DOES HAVE A
 RAISED SEAL BUT THE SIGNATURE IS COPIED.
 B) TEST BORING SHEETS COPIED NOT SIGNED
 OR SEALED.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 9) SURVEY OR SITE PLAN WITH THE
 FOOTPRINT LOCATED ON PROPERTY,WITH
 DIMENSIONS TO THE PROPERTY LINES,
 TABLE 600,% OF ALLOWABLE OPENINGS.
  
 10) 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.
  
 11) HANSON PROFESSIONAL SERVICES TO
 COMPLY WITH CERTIFICATE OF AUTHORIZATION
 NUMBER TO BE ON PLANS, THE ADDRESS
 LISTED WITH THE STATE OF FL IS
 SPRINGFIELD, ILL. 481.219 F.S.
 CERTIFICATE OF AUTHORIZATION.THE TITLE
 BLOCK FOR ANY SHEET BEARING THE NAME OF
 AN ARCHITECT PRACTICING UNDER A
 FICTITIOUS NAME, A CORPORATION, OR A
 PARTNERSHIP, OFFERING ARCHITECTURAL
 SERVICES, SHALL INCLUDE THE CERTIFICATE
 OF AUTHORIZATION NUMBER.
  
 12)A-0.1 CONSTRUCTION TYPE INDICATES THE
 BUILDING TO BE A TYPE IV, UNPROTECTED,
 FULLY SPRINKLERED STRUCTURE, HOWEVER
 SHEET A-3.0 INDICATES TOP OF BUILDING TO
 BE 71.66' WITH 6 STORIES. THIS IS IN
 EXCESS OF THE ALLOWABLE 55' AND 5
 STORIES ALLOWED UNDER TABLE 500.
 FOOTNOTE "H" DOES NOT ALLOW FOR A STORY
 INCREASE.THIS IS A TYPE II
 CONSTRUCTION. SEE TABLE 500 AND 604.
  
 13A) PROVIDE: 11-4.1.2(1) AT LEAST ONE
 ACCESSIBLE ROUTE COMPLYING WITH 11-4.3
 SHALL PROVIDED WITHIN THE BOUNDARY OF
 THE SITE FROM PUBLIC TRANSPORTATION
 STOPS, ACCESSIBLE PARKING SPACES,
 PASSENGER LOADING ZONES IF PROVIDED, AND
 PUBLIC STREETS OR SIDEWALKS, TO AN
 ACCESSIBLE BUILDING ENTRANCE.
  
 13B) PROVIDE: 11-4.1.3(1) AT LEAST ONE
 ACCESSIBLE ROUTE COMPLYING WITH 11-4.3
 SHALL CONNECT ACCESSIBLE BUILDING OR
 FACILITY ENETRANCES WITH ALL ACCESSIBLE
 SPACES AND ELEMENTS WITHIN THE BUILDING
 OR FACILITY.
  
 14)11-4.6.2 LOCATION. ACCESSIBLE PARKING
 SPACES SERVING A PARTICULARBUILDING
 SHALL BE LOCATED ON THE SHORTEST SAFELY
 ACCESSIBLE ROUTE OFTRAVEL FROM
 ADJACENT PARKING TO AN ACCESSIBLE
 ENTRANCE.IN PARKINGFACILITIES THAT
 DO NOT SERVE A PARTICULAR BUILDING,
 ACCESSIBLE PARKINGSHALL BE LOCATED ON
 THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL
 TO ANACCESSIBLE PEDESTRIAN ENTRANCE
 OF THE PARKING FACILITY.IN BUILDINGS
 WITHMULTIPLE ACCESSIBLE ENTRANCES
 WITH ADJACENT PARKING, ACCESSIBLE
 PARKING SPACES SHALL BE DISPERSED AND
 LOCATED CLOSEST TO THE ACCESSIBLE
 ENTRANCES. EACH PARKING SPACE MUST BE NO
 LESS THAN 12 FEET WIDE.
  
 15) PROVIDE COMPLIANCE WITH HEAD ROOM
 BENEATH STAIRS- A BARRIEER TO WARN BLIND
 OR VISUALLY IMPAIRED PERSONS SHALL BE
 PROVIDED.11-4.4.2.SEE SHEET A-7.0 .
  
 16A) 11-9.1.2 PLANS INDICATE 120
 SLEEPING UNITS, 11-9.1.2 REQUIRES 2
 ROOMS WITH ROLL IN SHOWERS, PROVIDE
 COMPLIANCE.
  
 16B) FL S. S. 509 A NUMBER OF ROOMS
 EQUALING AT LEAST 5% OF THE GUEST ROOMS
 MINUS THE NUMBER OF "ACCESSIBLE ROOMS"
 REQUIRED BY THE TABLE IN 11-9.1.2 SHALL
 PROVIDE THE ADDITIOINAL SPECIAL
 ACCESSIBILTY FEATURES OF 11-9.2.3
 11-9.2.3 HOTEL, MOTEL AND CONDOMINIUM
 SPECIAL ACCESSIBILITY FEATURE.
 NOTHING IN THIS SECTION SHALL BE
 CONSTRUED AS RELIEVING THE OWNER OF THE
 RESPONSIBILITY OF PROVIDING ACCESSIBLE
 ROOMS IN CONFORMANCE WITH 11-9.1
 11-9.5 OF THE CODE.
  
 IN ALL BUILDINGS, STRUCTURES AND
 FACILITIES LICENSED AS A HOTEL, MOTEL OR
 RESORT CONDOMINIUM PURSUANT TO CHAPTER
 509, FLORIDA STATUTES, A NUMBER
 OF ROOMS EQUALING AT LEAST 5 PERCENT
 OF THE GUEST ROOMS MINUS THE NUMBER
 OF ACCESSIBLE ROOMS REQUIRED BY THE
 TABLE IN 11-9.1.2 SHALL PROVIDE THE
 FOLLOWING ADDITIONAL SPECIAL
 ACCESSIBILITY FEATURES:
  
 11-9.2.3(1) GRAB RAILS IN BATHROOMS
 AND TOILET ROOMS WHICH COMPLY
 WITH ?11-4.16.4 OF THIS CODE.
  
 11-9.2.3(2) ALL BEDS IN DESIGNED
 ACCESSIBLE GUEST ROOMS SHALL BE
 OPEN-FRAME TYPE TO PERMIT PASSAGE OF
 LIFT DEVICES.
  
 11-9.2.3(3) ALL STANDARD WATER
 CLOSET SEATS SHALL BE AT A HEIGHT OF
 15 INCHES, MEASURED VERTICALLY FROM
 THE FINISH FLOOR TO THE TOP OF THE
 SEAT, WITH A VARIATION OF PLUS OR
 MINUS 1/2 INCH.A PORTABLE OR
 ATTACHED RAISED TOILET SEAT SHALL BE
 PROVIDED IN ALL DESIGNATED
 PERMANENT DISABILITY ACCESSIBLE
 ROOMS.
  
  
 17) 11-9.3.1 GENERAL. IN SLEEPING ROOMS
 REQUIRED TO COMPLY WITH THISSECTION,
 AUXILIARY VISUAL ALARMS SHALL BE
 PROVIDED AND SHALL COMPLY WITH
 ?11-4.28.4.VISUAL NOTIFICATION
 DEVICES SHALL ALSO BE PROVIDED IN
 UNITS, SLEEPING ROOMS AND SUITES TO
 ALERT ROOM OCCUPANTS OF INCOMING
 TELEPHONE CALLS AND A DOOR KNOCK OR
 BELL.
  
 18) 11-9.1.4(1) IN ORDER TO PROVIDE
 PERSONS WITH DISABILITIES A RANGE OF
 OPTIONS EQUIVALENT TO THOSE AVAILABLE
 TO OTHER PERSONS SERVED BY THE
 FACILITY, SLEEPING ROOMS AND SUITES
 REQUIRED TO BE ACCESSIBLE BY
 11-9.1.2 SHALL BE DISPERSED AMONG THE
 VARIOUS CLASSES OF SLEEPING
 ACCOMMODATIONS AVAILABLE TO PATRONS OF
 THE PLACE OF TRANSIENT LODGING.
 FACTORS TO BE CONSIDERED INCLUDE ROOM
 SIZE, COST, AMENITIES PROVIDED, AND
 THE NUMBER OF BEDS PROVIDED.
  
 19) 11-9.4 OTHER SLEEPING ROOMS AND
 SUITES. DOORS AND DOORWAYS DESIGNED TO
 ALLOW PASSAGE INTO AND WITHIN ALL
 SLEEPING UNITS OR OTHER COVERED UNITS
 SHALL COMPLY WITH 11-4.13.5. CLEAR
 WIDTH.
  
 20A) 11-4.10.5 RAISED AND BRAILLE
 CHARACTERS ON HOISTWAY ENTRANCES.
  
 20B) 11-4.10.12(2) TACTILE, BRAILLE, AND
 VISUAL CONTROL INDICATORS.
  
 21) 11-4.30 SIGNAGE.?11-4.30.1
 GENERAL. SIGNAGE REQUIRED TO BE
 ACCESSIBLE BY ?11-4.1 SHALL COMPLY WITH
 THE APPLICABLE PROVISIONS OF ?11-4.30.
  
  
  
 22)SHEET A-1.0 HAWTHORN ROOMPROVIDE
 USEAGE, FOR THIS REVIEW CONSIDERED AS
 RESTRAUNT OCC LOAD 2104/15= 141
 OCCUPANTS REQUIRES (2) EXITS, 1/3 THE
 DISTANCE OF THE ROOM APART, 1004.1.4
 WHERE 2 OR MORE EXITS OR EXIT ACCESS
 DOORS ARE REQUIED, AT LEAST 2 OF THE
 EXIT OR EXIT ACCESS DOORS SHALL BE
 PLACED A DISTANCE APART EQUAL TO NOT
 LESS THAN 1/2 OF THE LENGTH OF THE
 MAXIMUM OVERALL DIAGONAL DIMENSION OF
 THE BUILDING OR AREA TO BE SERVED,
 (1/3RD DISTANCE FOR FIRE SPRINKLERED
 BUILDINGS).
  
 23)SHEET A-1.0,/A- 6.3 TRIM CIRCULAR
 COLUMN WRAP, CHAIRAIL AND 8" CROWN
 MOLDING, PROVIDE ADDITIONAL DETAILS SEE
 803.4 FOAM PLASTICS. FOAM PLASTICS SHALL
 NOT BE USED AS INTERIOR FINISH.4
 EXECPTIONS.
  
 24) SHEET A-1.0705.2.4.1 GENERAL.
 REFUSE AND LAUNDRY CHUTES, ACCESS AND
 TERMINATION ROOMS AND INCINERATOR ROOMS
 SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 705.2.4.2 THROUGH 705.2.4.6.INDICATE
 COMPLIANCE
  
 25) SHEET A-1.0 705.2.4.4 TERMINATION
 ROOM. REFUSE AND LAUNDRY CHUTES SHALL
 DISCHARGE INTO AN ENCLOSED TERMINATION
 ROOM COMPLETELY SEPARATED FROM THE
 REMAINDER OF THE BUILDING BY
 CONSTRUCTION AND OPENING PROTECTIVES
 IN ACCORDANCE WITH TABLE 705.1.2.
 REFUSE CHUTES SHALL NOT TERMINATE IN AN
 INCINERATOR ROOM. INDICATE COMPLIANCE
  
 26) SHEET A-1.2/ A-1.3705.2.4.3
 REFUSE AND LAUNDRY CHUTE ACCESS ROOMS.
 ACCESS OPENINGSFOR REFUSE AND
 LAUNDRY CHUTES SHALL BE LOCATED IN ROOMS
 OR COMPARTMENTSCOMPLETELY ENCLOSED
 BY CONSTRUCTION AND OPENING PROTECTIVES
 IN ACCORDANCE WITH TABLE 705.1.2.
 ACCESS OPENINGS TO REFUSE AND LAUNDRY
 CHUTES SHALL NOT BE LOCATED IN EXIT
 ACCESS CORRIDORS OR EXIT ENCLOSURES.
 INDICATE COMPLIANCE.
  
 27) ALL RATED CORRIDORS, ETC:
 704.2.1.4 CORRIDOR PARTITIONS, SMOKE
 STOP PARTITIONS, HORIZONTAL EXIT PART-
 ITIONS, EXIT ENCLOSURES, AND FIRE
 RATED WALLS REQUIRED TO HAVE PROTECTED
 OPENINGS SHALL BE EFFECTIVELY AND
 PERMANETLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO THE
 AUTHORITY HAVING JURISDICTION. SUCH IDEN
 TIFICATION SHALL BE ABOVE ANY DECORATIVE
 CEILING CEILING AND IN CONCEALED SPACES.
 SUGGESTED WORDING" FIRE & SMOKE BARRIER
 PROTECT ALL OPENINGS".
  
 28) 1016.4 STAIR IDENTIFICATION. AN
 APPROVED SIGN SHALL BE LOCATED AT EACH
 FLOOR LEVEL LANDING IN ALL ENCLOSED
 STAIRWAYS OF BUILDINGS FOUR OR MORE
 STORIES IN HEIGHT.THE SIGN SHALL
 INDICATE THE FLOOR LEVEL AND THE
 AVAILABILITY OF ROOF ACCESS FROM THAT
 STAIRWAY AND AN IDENTIFICATION OF THE
 STAIRWAY.THE SIGN SHALL ALSO STATE THE
 FLOOR LEVEL OF AND DIRECTION TO
 EXIT DISCHARGE.THE SIGN SHALL BE
 LOCATED APPROXIMATELY 5 FT (1524 MM)
 ABOVE THE FLOOR LANDING IN A POSITION
 WHICH IS READILY VISIBLE WHEN THE
 DOOR IS IN THE OPEN OR CLOSED POSITION.
  
 29) SHEET A-1.3 INDICATES A EXIT ONTO
 THE ROOF DOOR 615B/ 615 A, SEE 1006.2.2
 FOR REQUIRED ROOF-OVER BALCONY, PORCH OR
 GALLERY.
  
 30) SHEET A-1.3 DETAIL A-5.2 DETAIL# 4
 INDICATES A USE OF A RAISED WALKABLW
 DECK AND HANDRAIL. PROVIDE DETAILS FOR
 GAURDRAIL, INDICATE COMPLIANCE WITH:
  
 30A)11015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR
 ORNAMENTAL PATTERN SUCH THAT A 4-INCH
 (102 MM) DIAMETER SPHERE CANNOT PASS
 THROUGH ANY OPENING UP TO A HEIGHT OF 34
 INCHES.A BOTTOM RAIL OR CURB
 SHALL BE PROVIDED THAT WILL REJECT THE
 PASSAGE OF 2-INCH (51 MM) DIAMETER
 SPHERE.
  
 30B)1608.2.2.1 GUARDRAIL SYSTEMS SHALL
 BE DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB (890 N)
 APPLIED AT ANY POINT AND IN ANY
 DIRECTION AT THE TOP OF THE GUARDRAIL.
  
 30C)1608.2.2.2 GUARDRAIL SYSTEMS LOCATED
 OTHER THAN WITHIN DWELLING UNITS SHALL
 BE DESIGNED AND CONSTRUCTED FOR A LOAD
 OF 50 PLF (730 N/M) APPLIED HORIZONTALLY
 AT THE REQUIRED GUARDRAIL HEIGHT AND A
 SIMULTANEOUS LOAD OF 100 PLF (1459 N/M)
 APPLIED VERTICALLY DOWNWARD AT THE TOP
 OF THE GUARDRAIL.
  
 30D) 1608.2.2.3 THE GUARDRAIL SYSTEM
 SHALL ALSO BE DESIGNED ANDCONSTRUCTED TO
 RESIST A 200 LB (890 N) CONCENTRATED
 HORIZONTAL LOAD APPLIED ON A 1 SQ FT
 AREA (0.093 M^2) AT ANY POINT IN THE
 SYSTEM INCLUDING INTERMEDIATE RAILS OR
 OTHER ELEMENTS SERVING THIS PURPOSE.
  
 31) SHEET A-1.3 ROOM 621 A MULTI-PURPOSE
 ROOM WITH AN OCC LOAD OF 260 (ASSEMBLY
 OCCUPANCY) REQUIRES A 2HR RATED WALL/
 WITH 1 1/2 HR RATED DOORS, SEE TABLE
 705.1.2.
  
 32A) SHEET A-1.3 CONFERENCE ROOM
 INDICATES A 1 HR RATED WALL, PROVIDE
 INFORMATION ON THE RATING OF WINDOW NEXT
 TO DOOR.TABLE 705.1.2.
  
 32B)THIS SAME WINDOW TO BE SAFETY GLASS,
 HAZARDOUS AREA. FL BLD CODE 2405.2
 HAZARDOUS LOCATION PROVIDE SAFETY GLASS
 FOR THIS LOCATION.
  
 33) SHEET A-4.1 DETAIL 3 INDICATES THE
 USE OF ELEVATED SLABS & CMU. 2111.1.9*
 LOCAL AMENDMENT, WHERE EXTERIOR WALL
 MASONARY UNITS BEAR ON A CONCRETE FLOOR
 SURFACE, A 1.5" RECESS SHALL BE PROVIDED
 TO MINIMIZE WATER INTRUSION INTO
 FINISHED AREAS.
  
 34) SHEET A-5.0 DETAIL# 6, THE CANOPY
 DETAIL INDICATES THE CEILING OF THE
 CANOPY TO BE CONSTRUCTED OF STUCCO ON
 5/8" CEMENT BOARD. PROVIDE ADDITIONAL
 INFORMATION. THE STO PRODUCT APPROVAL
 SUBMITTED UNDER LIMITATIONS 3.1 "THIS
 SYSTEM IS NOT TO BE USED ON HORIZONTAL
 SURFACES.
  
 35) THE PLANS ALSO INDICATE THE USE OF
 EFIS SYSTEMS FOR THE EXTERIOR WALLS,
  
 35A) THE SUBMITTED STO EFIS REPORT
 INDICATES THAT IT WAS TESTED WITH STUDS
 AND PLYWOOD SUBSTRATE, PROVIDE TEESTING
 REPORT FOR THE ASSEMBLY THAT WILL BE
 USED FOR TYPE II BUILDING, SECTION 604
 NONCOMBUSTIBLE EXTERIOR WALLS.
  
 35B) SHOW COMPLIANCE WITH :2603.6
 EXTERIOR WALLS OF BUILDINGS OF ANY
 HEIGHT. EXTERIOR WALLS OF
 BUILDINGS OF TYPES I, II, III, IV AND V0
 CONSTRUCTION OF ANY HEIGHT SHALL
 COMPLY WITH ?2603.6.1 THROUGH ?2603.6.7.
  
 35C)1404.1.1 ARCHITECTURAL TRIM ON
 BUILDINGS OF TYPE I, II AND IV
 CONSTRUCTION NOT MORE THAN THREE STORIES
 OR 40 FT (12.2 M) HIGH MAY BE OF
 TYPE VI CONSTRUCTION, AND MAY BE OF TYPE
 VI CONSTRUCTION ON ALL BUILDINGS
 OF TYPE III, V AND VI CONSTRUCTION.
 TRIM SHALL BE SECURED TO THE WALL
 WITH METAL OR OTHER APPROVED BRACKETS OR
 FASTENERS.WHEN ARCHITECTURAL
 TRIM IS LOCATED ALONG THE TOP OF
 EXTERIOR WALLS, IT SHALL BE COMPLETELY
 BACKED BY THE EXTERIOR WALL AND SHALL
 NOT EXTEND OVER THE TOP OF EXTERIOR
 WALLS.
  
 36) S-7 CODE DESIGN NOTES INDICATE THAT
 THIS 6 STORY STRUCTURE WAAS DESIGNED TO
 ASCE 7-98, EXPOSURE "C". PROVIDE THE
 POSITIVE AND NEGATIVE PRESSURES FOR
 WALLS, INTERIOR AND END ZONES FOR THE
 EFIS APPLICATION,1606.1.1./ CHAPTER 6
 ASCE 7-98.
  
 37) IN READING THE ICC REPORT SUBMITTED
 FOR 5/8" DENS-GLASS GOLD THE REPORT
 STATES (7.4)IT IS PERMITTED WHERE THE
 DESIGN WIND PRESSURES DO NOT EXCEED
 21.7 PSF.
  
 38) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 39) PRODUCT APPROVAL- ROOFING JOHN
 MANVILLE MODIFIED BITUMEN ROOF SYSTEMS,
 THIS REPORT THIS REPORT HAS (8)
 APPLICATIONS SOME INSULATEDAND OTHERS
 NON-INSULATED. DEPENDING ONWHICH REPORT
 USED, THE PRESSURES MAY HAVE LIMITATION
 7 OR 9 NOT ALLOWING INCREASES. HIGHLIGHT
 THE REPORT TO BE USED.!!!!!!
  
 40) CURRIES EXTERIOR DOORS THE
 6'X7'DOORS LOCATED IN END ZONE 5 WILL
 REQUIRE -121PSF, SUBMITTED REPORTS LOW
 PRESSURE OR REPORTS ARE EXPIRED. SEE
 DOORS 130B & 137B.CURRIES 747 16 GA LOW
 PRESSURE REPORT ONLY GOOD FOR -62.
  
 41) RESAM AES AUTO DOORS- LOW PRESSURE
  
 42) PGT HORIZONTAL ROLLER WINDOWHR-810:
 LOW PRESSURES IN ZONE# 5, MISSING FL
 COVERSHEET.
  
 43) MISSING REPORTS FOR WALL LOUVER,
 NO FL COVERSHEET.
  
 44) EXTERIOR GUARDRAILS, MISSING PRODUCT
 APPROVALS & FL COVERSHEET.
  
 45) FIXED WINDOWS, ABOVE AUTOMATIC
 SLIDING DOORS, NO REPORT,OR FL COVER
 SHEET.
  
 46A) HORIZONTAL MULLION OVER FRONT
 HORIZONTAL SLIDING ENTRY DOOR. NO REPORT
 NOR FL COVERSHEET.
  
 46B) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 46C) 1707.4.5.2 MULLIONS SHALL BE
 DESIGN- ED TO TRANSFER THE DESIGN
 PRESSURE LOADS APPLIED BY THE WINDOW OR
 DOOR ASSEMBLIES TO THE ROUGH OPENING
 SUBTRATE.
  
 47) 3003.6.1 VENTS. HOISTWAYS OF ELEVA-
 TORS SERVING MORE THAN 3 FLOORS SHALL BE
 PROVIDED WITH MEANS OF VENTING SMOKE AND
 HOT GASES TO THE OUTER AIR IN CASE OF
 FIRE.
  
 48) 3003.6.3 THE AREA OF THE VENTS SHALL
 BE NOT LESS THAN 3 SQ FT FOR EACH
 ELEVATOR CAR, WHICHEVER IS GREATER.
  
 49) 3003.7.1 ACCESS TO MACHINE ROOMS AND
 MACHINERY SPACES. A PERMANENT, SAFE AND
 CONVENIENT MEANS OF ACCESS TO ELEVA- TOR
 MACHINE ROOMS AND OVERHEAD MACHINERY
 SPACES SHALL BE PROVIDED FOR AUTHORIZED
 PERSONAL. THE MEANS OF ACCESS SHALL NOT
 BE THROUGH RESTROOMS, DRESSING ROOMS,
 OR TENANT ( INCLUDING OWNER-OCCUPIED)
 SPACES.
  
 50) 3003.4.1 IN ALL STRUCTURES THAT ARE
 MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE
 BOTTOM TERMINAL LANDING AND THE
 TOP TERMINAL LANDING EXCEEDS 25 FEET
 (7.6 M) MUST BE CONSTRUCTED TO
 CONTAIN AT LEAST ONE PASSENGER LEVATOR
 THAT IS OPERATIONAL AND WILL
 ACCOMMODATE AN AMBULANCE STRETCHER 76
 INCHES (1931 MM) LONG AND 24 INCHES
 (610 MM) WIDE IN THE HORIZONTAL
 POSITION.THIS ELEVATOR SHALL BE
 IDENTIFIED.
  
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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