Plan Review Notes
Plan Review Notes For Permit 06040135
Permit Number 06040135
Review Stop B
Sequence Number 1
Notes
Date Text
2006-05-15 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06040135
 ADD: 2208045TH ST
 CONT:O'CONNORS& TAYLOR, INC.
 TEL: (561)863-7349
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2) PLEASE CONTACT LILI URSA MIS
 ADDRESSING TECHNITION FOR THE CORRECT
 ADDRESS. CITY RECORDS INDICATE THE
 CORRECT ADDRESS TO BE 2200 45TH STREET
 FOR THIS PARCEL. CONTACT LILI @ (561)
 805-1239.
  
 THE LETTER FROM THE ARMY CORP OF
 ENGINEERS IS FOR THE PROPERTY LOCATED AT
 2200 45TH ST NOT 2208 45TH STREET.
  
 3) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 4)DLW ARCHITECTS- AA0002714 THE
 CERTIFICATE OF AUTHORIZATION IS NULL &
 VOID SINCE 02/28/2003.
 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.ADD THE NUMBER TO EACH SHEET.
 THIS MAY BE ADDED BY HAND.
  
 5) ALL A-10 SHEETS (PRODUCT APPROVALS)
 THE DESIGN PROFESSIONAL FAILED TO SIGN
 AND SEAL THESE SHEETS.
 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
  
 6) THIS STRUCTURE IS CONCIDERED A
 THRESHOLD BUILDING REQUIRING (3) OF ALL
 DOCUMENTS TO BE SUBMITTED TO THE
 BUILDING DEPARTMENT, PLANS, REVISIONS,
 LETTERS,AND OR SUBMITTALS,ETC
  
 7A) 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.
  
 7B)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
 AGENCY PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING. THE PURPOSE OF
 THE SRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES
 AND SCHEDULES SO THAT THE BUILDING CAN
 BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
 T-0.01INSPECTION PLAN DOESN'T
 INDICATE ANY SHORING OR RESHORING IN THE
 INSPECTION PLAN, NOR LENGTH OF TIME
 SHORING SHOULD BE PLACED THERE.
  
 8) SOILS REPORT SUBMITTED IS A COPY OF
 THE SOILS ENGINEERS' SIGNATURE. NO
 RAISED SEAL.
 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) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PARCELL SHALL AS A PERMIT
 CONDITION, PROVIDE A PROFESSIONALY
 PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 10) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 11) 110.2* W. P. B. ADMINISTRATIVE CODE,
 INFORMATION THAT IS REQUIRED FOR RECORD
 KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
 G) NUMBER OF UNITS
 H) NUMBER OF FLOORS
 I) NUMBER OF BEDROOMS
 J) NUMBER OF ROOMS
 K) NUMBER OF BEDROOMS
 L) SQ. FT. LIV SPACE/ FL
 M) SQ. FT. FOOTPRINT
 N) SQ. FT. UNDER ROOF (TOTAL)
 O) OCCUPANT LOAD
 P) FLOOD ZONE
  
 12) 1609.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 13) WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 14) THE DESIGNER OF RECORD PRINTING THE
 PRODUCT APPROVALS AS PART OF THE PLAN
 MAKES IT DIFFICULT TO SEE WHAT APPROVALS
 ARE PRESENT AND WHICH AREN'T. ALSO NOTE
 IF THE CONTRACTOR CHANGES OUT PRODUCTS
 ( A REVISION) THE PRODUCT APPROVALS
 PRINTED ON THE ARCHITECTURAL SHEETS WILL
 BE CHARGED A BASE FEE OF $50.00 AND
 $10.00 A PAGE WHERE AS THE PRODUCT
 APPROVAL ITSELF IS CHARGED A TOTAL OF
 $60.00.
  
 15) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J".
 PLEASE USE THE 2004 FORMS. IF A DESIGN
 PROFESSIONAL PRODUCES THE ENERGY CALS,
 MUST BE SIGNED AND SEALED.
  
 16A) PLANS DO NOT SHOW AN ACCESSIBLE
 ENTRANCE, PASSENGER LOADING ZONE,
 11-4.1.2(1). FIGURE 10 ACCESS AISLE AT
 PASSENGER LOADING ZONE.
  
 16B) 11-4.1.3(1) AT LEAST ONE ACCESSIBLE
 ROUTE COMPLYING WITH 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDINGS OR FACILITY
 ENTRANCES WITH ALL ACCESSIBLE SPACES AND
 ELEMENTS WITHIN THE BUILDING OR
 FACILITY.
  
 17) A-0.1.1 THE PLANS DO NOT SHOW AN
 ACCESSIBLE ROUTE TO 45TH ST.11-4.1.2(1)
 AN ACCESSIBLE SITE SHALL MEET THE
 FOLOWING MINIMUM REQUIREMENTS:
 (1) AT LEAST ONE ACCESSIBLE ROUTE
 COMPLYING WITH SECTION 11-4.3 SHALL BE
 PROVIDED WITHIN THE BOUNDRY OF THE SITE
 FROM PUBLIC TRANSPORTATION STOPS,
 ACCESSIBLE PARKING SPACES, PASSENGER
 LOADING ZONES IF PROVIDED, AND PUBLIC
 STREETS OR SIDEWALKS, AND ACCESSIBLE
 BUILDING ENTRANCE.
  
 18) SHEET A-0.1.1 INDICATES THERE TO BE
 A TOTAL OF 102 PARKING SPACES REQUIRING
 (5) HANDICAPPED PARKING SPACES NOT 4.
 SEE 11-4.1.2(5) 101-150 +5 ACCESSIBLE
 SPACES.
  
 19) SHEET FP-1 PLANS SUBMITTED BY THOMAS
 TOWMEY, PE NOT 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
  
 20) SHEET FP-6 INDICATES IN (2) SECTIONS
 THAT THE 4" MAIN IS GOING THE LENGTH OF
 THE ATTIC AREA, A-5.1 AND OTHER CUT
 SHEETS INDICATE THE STRUCTURE IS TO HAVE
 A FLAT ROOF WITH ARCHITECTURAL PEDIMENTS
  
 21A) FIRE SPRINKLER PLANS WERE SUBMITTED
 BUT NO CALCULATIONS?
  
 21B) FP-5INDICATES USE OF A CPVC
 SPRINKLER SYSTEM WHICH IS A R-13(FOUR
 STORIES) WHERE AS THE PLAN CALLS OUT FOR
 A FULL 13 SYSTEM.903.3.1.1 NFPA 13
 SPRINKLER SYSTEMS.
  
 22) THE FIRE PUMP STRUCTURE FOUND ON
 FP-1 DOES NOT SHOW UP ON A-0.1.1, OR
 OTHER SHEETS?
  
 23) S2.03 INDICATES A MECHANICAL ROOM
 FOR THE POOL EQUIPMENT BUT NOT ON THE
 SITE PLAN? NOR DOES THE FIRE PUMP ROOM.
  
 24) EMERGENCY GENERATOR PROVIDE
 ADDITIONAL INFORMATION:
 GENERATOR SLAB & ANCHOR REQUIREMENT
 PLEASE PROVIDE SIZE OF GENERATOR(WXL),
 PLUS PROVIDE PLANS WITH THE INFORMATION
 DEPICTING HOLD DOWN BRACKETS, TYPE OF
 FASTENER, AND THE MINIMUM EDGE DISTANCE
 THE DEVICE REQUIRES WITHOUT LOAD
 REDUCTION.
 SECOND, PROVIDE INFORMATION ON THE
 SLAB, THICKNESS, WIDTH AND LENGTH, IF
 WIREMESH, FIBER MESH OR IF STEEL REBAR
 WILL BEUSED.
 THE NEW SLAB AND HOLD DOWN DETAILS:
 104.2.1* ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA
 SHALL BEAR THE NAME AND SIGNATURE OF THE
 PERSON RESPONSIBLE FOR THE DESIGN.
  
 25) SHEET A-0.03 RAMP COMMENT(2) READS
 THAT LANDING LENGTH SHALL BE A MINIMUM
 OF 60" CLEAR. SHOULD READ: 11-4.8.4(2)
 ALL LANDINGS ON RAMPS SHALL BE NOT LESS
 THAN 60" CLEAR, AND THE BPTTOM OF EACH
 RAMP SHALL HAVE NOT LESS THAN 72" OF
 STRAIGHT AND LEVEL CLEARENCE.
  
 26) SHEET A0.05 4.3.3 WIDTH SEE
 EXEMPTION (44") IF PART OF A MEANS OF
 EGRESS.
  
 27) SHEET A1.1 INDICATES A DETAIL SEE
 A6.2 DETAIL# 3. PLANS INDICATE THAT IT
 IS AN ELEC ROOM# 151, BUT THE DETAIL
 INDICATES A STAIRWELL?
  
 28) SHEET A6.1 UL LISSTING WALL LISTING
 SHEET, THE PRINTING IS TO LIGHT,
 ILLEGIBLE.
  
 29)SHEET A1.1 LAUNDRY CHUTE TERMINATION
 ROOM, WALLS ARE TO BE 1HR RATED, A-3.1
 INDICATES A WALL W8 MO SUCH DETAIL?
  
 30) SAME ENLARGED LAUNDRY DETAIL SHEET
 A-3.1 NOW SHOWS THE LAUNDRY CHUTE ROOM
 IN THE LOWWER RIGHT SIDE OF THE LAUNDRY?
  
 31) ELEVATOR TO THE LAUNDRY AREA DOESN'T
 INDICATE ANY DOOR, 1 1/2 HR PROTECTIVES,
 SHAFT OPENING.
  
 32) SHEET A-3.1 LOWER LEFT INDICATES A
 SECTION 5/A3.2A, MISSING, NO SUCH PAGE.
  
 33) A-1 DOOR# C101 & C102 BOTH APPEAR
 NOT TO HAVE 18" CLEAR ON THE LATCH SIDE.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 34) A-1.1/ A-3.1 ROOM# 122, 124& 125.
 SAME FOR ALL SLEEPING UNITS. SEE:
 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING
 ASSEMBLIES SEPARATING DWELLING UNITS
 FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND
 TRANSMISSION CLASS (STC) OF NOT LESS
 THAN 50 (45 IF FIELD TESTED) FOR
 AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90. PENETRATIONS
 OR OPENINGS IN CONSTRUCTION ASSEMBLIES
 FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING,
 VENTILATING OR EXHAUST DUCTS SHALL BE
 SEALED, LINED, INSULATED OR OTHERWISE
 TREATED TO MAINTAIN THE REQUIRED
 RATINGS. THIS REQUIREMENT SHALL NOT
 APPLY TO DWELLING UNIT ENTRANCE DOORS;
 HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 35) 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.
  
 36) A-1.2- A-1.6.THE 2ND THROUGH THE
 6TH FLOORS, ELEVATOR LOBBIES REQUIRED.
 SEE 2004 CODE COMMENTARY. "EFFECTIVELY,
 THE FOLLOWING BUILDINGS THAT CONTAIN
 ELEVATOR OPENINGS INTO A CORRIDOR WOULD
 RECEIVE ELEVATOR LOBBIES:
 FIVE STORY AND HIGHER FULLY SPRINKLERED
 BUILDINGS OF GROUP H,I-1 AND R.
 ALL GROUPI-3 BUILDINGS.
 NONSPRINKLERD BUILDINGS OF ALL GROUPS
 THAT HAVE REQUIRED FIRE-RESISTANCE-RATED
 CORRIDORS, EXCEPT OFFICE BUILDINGS IN
 COMPLIANCE WITH EXCEPTION # 1.
 707.14.1 ELEVATOR LOBBY.
 ELEVATORS OPENING INTO A
 FIRE-RESISTANCE-RATED CORRIDOR AS
 REQUIRED BY SECTION 1016.1 SHALL BE
 PROVIDED WITH AN ELEVATOR LOBBY AT EACH
 FLOOR CONTAINING SUCH A CORRIDOR. THE
 LOBBY SHALL SEPARATE THE ELEVATORS FROM
 THE CORRIDOR BY FIRE PARTITIONS AND THE
 REQUIRED OPENING PROTECTION. ELEVATOR
 LOBBIES SHALL HAVE AT LEAST ONE MEANS OF
 EGRESS COMPLYING WITH CHAPTER 10 AND
 OTHER PROVISIONS WITHIN THIS CODE.
  
 37) PRODUCT APPROVALS:
 37A) KAWNEER DOORS A10.16, FL 629
 NOA 04-0123.02, PLEASE HIGHLIGHT WHICH
 GLAZING SYSTEM IS TO BE USED.
  
 37B) STANLEY AUTO DOOR A10.18, FL 3627
 REPORT NOT FOUND ON THE STATE WEBSITE
 FBC 2004.FOUND FL 5503 & 6249.
  
 37C)SENTRY GLASS (R) & SAF-GLAS POLY
 CARBONATE 11/32" METRO-DADE NOA NO FL
 LISTING, NEEDS TO BE A TESTED ASSEMBLY
 TAS 201 (LARGE MISSLE).
  
 37D) A10.36 BERRIDGE MANUFACTURING
 REPORT SUBMITTED IS FL 489/ 2001 PLANS
 ARE FILED UNDER FBC 2004.SEE NEW
 LISTINGS. HIGHLIGHT SYSTEMS USED.
  
 37E) A10.48 PGT HORIZONTAL SLIDERS,
 FL 242-R1/ FBC 2001, PLANS FILED UNDER
 FBC 2004.
  
 37F) A10.50 PGT FIXED WINDOWS,
 FL 243-R1/ FBC 2001, PLANS FILED UNDER
 FBC 2004.
  
 37G) SIMPSON STRONG-TIE FL 474 2001 FBC,
 PLANS FILED UNDER FBC2004.
  
 37H) JAMES HARDIE BOARD FL 889 2001 FBC
  
 37I) FLAT ROOF NO REPORT SUBMITTED.
 HIGHLIGHT WHICH SUBSYSTEM TO BE USED.
  
 37J) DRYVIT SYSTEMS, NO REPORT
 SUBMITTED.NOTE SEE SYSTEMS LIMITATIONS
 FOR HORIZONTAL USEAGE!
  
 37K) TRUSS ANCHORS, NO REPORT SUBMITTED
  
 37L) DENSEGLASS GOLD- NO REPORT
 SUBMITTED.
  
 38) SHEET A-3.3 DETAIL #9 A5.5 AND
 DETAIL# 10 BOTH DEAL WITH THE PORTACO
 ROOF SHEATHING, WALL AND ROOF SHEATHING.
 THE PLANS ARE NOT CLEAR AS TO WHAT TYPE
 OF MATERIAL WILL BE USED. TABLE 601 FOR
 TYPE IB ROOF CONSTRUCTION FOOTNOTE "C"
 WILL NOT ALLOW FIRE RETARDANT TREATED
 WOOD SINCE THE BUILDING IS OVER (2)
 STORIES TALL.
  
 39) SAME SHEET A5.5 DETAILS 2 & 3 DEAL
 WITH STEEL EXTERIOR FRAMING, WHERE AS
 S-2.01 INDICATES THE USE OF BLOCK.PLEASE
 PROVIDE MORE INFORMATION.
  
 40) A5.5 PLAN OF PORTACO INDICATES THE
 USE OF STEEL C BEAMS FOR ROOF FRAMING
 MEMBERS.S2.02 DETAIL "B" INDICATES A 2X
 PLATE, (SEE 38) AND SIMPSON TRUSS
 ANCHORS. PLANS DO NOT PROVIDE THE
 VERTICAL, HORIZONTAL OR GRAVITY LOADS TO
 BE RESISTED. NOR WHAT TYPE OF FASTENER
 TOBE USED FOR ANCHORS.
  
 41) A5.6 PLANS INDICATE TO SEE
 STRUCTURAL PLANS FOR FRAMING OF PORTACO,
 WHERE?
  
 42) A5.6 PLANS INDICATE THE USE OF 5/8"
 PLYWOOD SHEATHING, SEE COMMENT38 TYPE IB
 BUILDING.
  
 43) TYPE IB BUILDING TABLE 601 REQUIRES
 VARIOUS FIRE RATINGS DEPENDING ON THE
 STRUCTURAL ELEMENT, PROVIDE INFORMATION
 ON CODE COMPLIANCE?
  
 44) A5.5 & A5.6 BOTH SHOW DETAILS OF
 FOAM TRIM, 1406.2.2ARCHITECTURAL TRIM
 THAT EXCEEDS 40 FEET (12 192 MM) IN
 HEIGHT ABOVE GRADE PLANE SHALL BE
 CONSTRUCTED OF APPROVED NONCOMBUSTIBLE
 MATERIALS AND SHALL BE SECURED TO THE
 WALL WITH METAL OR OTHER APPROVED
 NONCOMBUSTIBLE BRACKETS.
  
 45) A6.2 DETAIL# 4 STAIR HANDRAIL
 MISSING EXTENTION AT THE BOTTOM OF
 STAIR.1009.11.5 HANDRAIL EXTENSIONS.
 HANDRAILS SHALL RETURN TO A WALL, GUARD
 OR THE WALKING SURFACE OR SHALL BE
 CONTINUOUS TO THE HANDRAIL OF AN
 ADJACENT STAIR FLIGHT. WHERE HANDRAILS
 ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE
 HANDRAILS SHALL EXTEND HORIZONTALLY AT
 LEAST 12 INCHES (305 MM) BEYOND THE TOP
 RISER AND CONTINUE TO SLOPE FOR THE
 DEPTH OF ONE TREAD BEYOND THE BOTTOM
 RISER.
  
 46) HANDRAIL DISCREPANCY, A6.2DETAIL # 5
 INDICATES A ROUND HANDRAIL WHERE AS
 DETAIL# 1 INDICATES USE OF A 1 1/2" SQ
 ALUM TUBE.1009.11.3 HANDRAIL
 GRASPABILITY.
 HANDRAILS WITH A CIRCULAR CROSS SECTION
 SHALL HAVE AN OUTSIDE DIAMETER OF AT
 LEAST 1.25 INCHES (32 MM) AND NOT
 GREATER THAN 2 INCHES (51 MM) OR SHALL
 PROVIDE EQUIVALENT GRASPABILITY. IF THE
 HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE
 A PERIMETER DIMENSION OF AT LEAST 4
 INCHES (102 MM) AND NOT GREATER THAN
 6.25 INCHES (160 MM) WITH A MAXIMUM
 CROSS-SECTION DIMENSION OF 2.25 INCHES
 (57 MM). EDGES SHALL HAVE A MINIMUM
 RADIUS OF 0.01 INCH (0.25 MM).
  
 47) A6.4 WINDOW DETAILS INDICATE BEING
 FLUSH WITH THE EXTERIOR. WITH THE EFIS
 FINISH THE ANCHORING SCREWS OR TAPCONS
 ARE NOT ATTACHING TO ANY FRAMING?
  
 48) SHEET A-6.5.3 PLANS DO NOT SPECIFY
 THE TYPE OF MATERIAL VARIOUS COMPONENTS
 OF TRIM ARE MADE OF.FOAM PLASTICS THAT
 ARE USED AS INTERIOR FINISH SHALL ALSO
 MEET THE FLAME SPREAD INDEX REQUIREMENTS
 FOR INTERIOR FINISH IN ACCORDANCE WITH
 CHAPTER 8 . FOAM PLASTICS INSTALLED AS
 INTERIOR TRIM SHALL COMPLY WITH SECTION
 2604.2 .
  
 2604.2 INTERIOR TRIM.
 FOAM PLASTIC USED AS INTERIOR TRIM SHALL
 COMPLY WITH SECTIONS 2604.2.1 THROUGH
 2604.2.4 .
  
 2604.2.1 DENSITY.
 THE MINIMUM DENSITY OF THE INTERIOR TRIM
 SHALL BE 20 PCF (320 KG/M 3 ).
  
 2604.2.2 THICKNESS.
 THE MAXIMUM THICKNESS OF THE INTERIOR
 TRIM SHALL BE 0.5 INCH (12.7 MM) AND THE
 MAXIMUM WIDTH SHALL BE 8 INCHES (204
 MM).
  
 2604.2.3 AREA LIMITATION.
 THE INTERIOR TRIM SHALL NOT CONSTITUTE
 MORE THAN 10 PERCENT OF THE AGGREGATE
 WALL AND CEILING AREA OF ANY ROOM OR
 SPACE.
  
 2604.2.4 FLAME SPREAD.
 THE FLAME SPREAD INDEX SHALL NOT EXCEED
 75 WHERE TESTED IN ACCORDANCE WITH ASTM
 E 84. THE SMOKE-DEVELOPED INDEX SHALL
 NOT BE LIMITED.
  
 49) A-6.5.6 DETAIL# 11 DEALS WITH THE
 INSWING RESTROOM DOORS VS FIXTURE CLEAR
 FLOOR SPACE. 11-4.19.3 CLEAR FLOOR
 SPACE.
 A CLEAR FLOOR SPACE 30 INCHES BY 48
 INCHES (760 MM BY 1219 MM) COMPLYING
 WITH SECTION 11-4.2.4 SHALL BE PROVIDED
 IN FRONT OF A LAVATORY TO ALLOW FORWARD
 APPROACH. SUCH CLEAR FLOOR SPACE SHALL
 ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
 AND SHALL EXTEND A MAXIMUM OF 19 INCHES
 (485 MM) UNDERNEATH THE LAVATORY (SEE
 FIGURE 11-32 ). INDICATE A 30"X48" CLEAR
 FLOOR SPACE FOR THE LAV.11-4.22.2 DOORS.
  
 (1)ALL DOORS TO ACCESSIBLE TOILET
 ROOMS SHALL COMPLY WITH SECTION 11-4.13
 . DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE REQUIRED FOR ANY FIXTURE.
  
 50) S-0.01DESIGN CRITERIA WRONG EDITION
 OF THE FBC.
  
 51) S-0.01 WIND LOAD DOES NOT PROVIDE TO
 WHICH EDITION OF ASCE-7 THIS BUILDING
 WAS DESIGNED TOO?
  
 52) S-0.02 WIND DESIGN AGAIN THE WRONG
 CODE EDITION, THE WRONG EDITION OF
 ASCE-7 AND THE WRONG WIND SPEED, SHOULD
 BE 140 MPH ,3 SECOND GUST.
  
 53) S-0.02 OPENING FASTENING CHART
 INDICATES A 130MPH THIS IS A CONVERSION
 FROM 110 MPH FASTEST MILE EQUALS 130MPH
 3 SECOND GUST. PLEASE INDICATE TO WHICH
 METHOD OF TESTING THIS CHART IS IN
 REFRENCE TOO.
  
 54) S-0.03 ROOF END ZONES, THE
 ILLUSTRATON OF THE ROOF IS THE TYPICAL
 SQUARE BOX TAKEN FROM ASCE7-02. PLEASE
 PROVIDE AN ACCURATE DRAWING OF THE
 MULTIPLE END ZONES THAT WILL CONFORM TO
 THIS STRUCTURE.
  
 55) PORTE COCHERE THE T.A.= 50 PLEASE
 REVISIT THIS CALCULATION IF THE LEAST
 DIMENSION OF THE PORT COCHERE IS 30'
 WOULD THE END ZONES BE A TRIBUTARY AREA
 OF 10' NOT 50'?
  
 56) S-1.01 THE ELEVATOR FOUNDATION IS
 NOT SHOWN ON THE FOUNDATION SCHEDULE.
 THERE IS A DETAIL A/ S202 WHICH PROVIDES
 THE WIDTH BUT NOT THE LENGHT OF THE
 FOUNDATION. PLEASE PROVIDE.
  
 57) S-2.03 POOL MECHANICAL ROOM, PART OF
 THIS PERMIT? INDICATE ON APPLICATION AS
 IF ANY OTHER BUILDINGS?
  
 58) S-2.03 POOL MECHANICAL BUILDING
 THERE IS NO INFORMATION AS TO DESIGN?
  
 59) S-2.03 POOL MECH BUILDING, PLAN
 INDICATES ROOF FRAMING MEMBERS 2X4, WHAT
 TYPE OF MATERIAL? SPACING? DECK? LOADS
 TO BE IMPOSED? TYPE OF ROOFING
 ASSEMBLIES?
  
 60) ELEVATOR VENTS:
 3004.2 LOCATION OF VENTS.
 VENTS SHALL BE LOCATED BELOW THE FLOOR
 OR FLOORS AT THE TOP OF THE HOISTWAY,
 AND SHALL OPEN EITHER DIRECTLY TO THE
 OUTER AIR OR THROUGH NONCOMBUSTIBLE
 DUCTS TO THE OUTER AIR. NONCOMBUSTIBLE
 DUCTS SHALL BE PERMITTED TO PASS THROUGH
 THE ELEVATOR MACHINE ROOM PROVIDED THAT
 PORTIONS OF THE DUCTS LOCATED OUTSIDE
 THE HOISTWAY OR MACHINE ROOM ARE
 ENCLOSED BY CONSTRUCTION HAVING NOT LESS
 THAN THE FIRE PROTECTION RATING REQUIRED
 FOR THE HOISTWAY. HOLES IN THE MACHINE
 ROOM FLOORS FOR THE PASSAGE OF ROPES,
 CABLES OR OTHER MOVING ELEVATOR
 EQUIPMENT SHALL BE LIMITED SO AS NOT TO
 PROVIDE GREATER THAN 2 INCHES (51 MM) OF
 CLEARANCE ON ALL SIDES.
  
 3004.3 AREA OF VENTS.
 EXCEPT AS PROVIDED FOR IN SECTION
 3004.3.1 , THE AREA OF THE VENTS SHALL
 NOT BE LESS THAN 3? PERCENT OF THE AREA
 OF THE HOISTWAY NOR LESS THAN 3 SQUARE
 FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR,
 AND NOT LESS THAN 3? PERCENT NOR LESS
 THAN 0.5 SQUARE FOOT (0.047 M 2 ) FOR
 EACH DUMBWAITER CAR IN THE HOISTWAY,
 WHICHEVER IS GREATER. OF THE TOTAL
 REQUIRED VENT AREA, NOT LESS THAN
 ONE-THIRD SHALL BE OF THE PERMANENTLY
 OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON
 DETECTION OF SMOKE FROM ANY OF THE
 ELEVATOR LOBBY SMOKE DETECTORS.
  
 61)3006.5 SHUNT TRIP.
 WHERE ELEVATOR HOISTWAYS OR ELEVATOR
 MACHINE ROOMS CONTAINING ELEVATOR
 CONTROL EQUIPMENT ARE PROTECTED WITH
 AUTOMATIC SPRINKLERS, A MEANS INSTALLED
 IN ACCORDANCE WITH NFPA 72, SECTION
 3?9.4, ELEVATOR SHUTDOWN, SHALL BE
 PROVIDED TO DISCONNECT AUTOMATICALLY THE
 MAIN LINE POWER SUPPLY TO THE AFFECTED
 ELEVATOR PRIOR TO THE APPLICATION OF
 WATER. THIS MEANS SHALL NOT BE
 SELF-RESETTING. THE ACTIVATION OF
 SPRINKLERS OUTSIDE THE HOISTWAY OR
 MACHINE ROOM SHALL NOT DISCONNECT THE
 MAIN LINE POWER SUPPLY.
  
 62) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  


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