Plan Review Notes
Plan Review Notes For Permit 06090625
Permit Number 06090625
Review Stop B
Sequence Number 1
Notes
Date Text
2006-10-10 16:55:41BUILDING PLAN REVIEW
 PERMIT: 06090625
 ADD: 425 24TH ST
 CONT: SOUTHERN CONSTRUCTION SYSTEMS
  
 TEL: (561)662-2755
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 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)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.
  
 3 ) SEE ATTACHMENT, CITY OF WPB GIS
 INDICATES THERE ARE TWO LOTS , NOT ONE. THE SITE PLAN
 INDICATES ALSO INDICATES SEPERATE LOTS AND
 ONLY 9'-10" BETWEEN BUILDINGS,BUT NO
 DIMENSION FROM THE PROPERTY LINE TO EACHBUILDING. THE
 PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL BOUNDARY
 LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 THE LIFE SAFETY PLAN INDICATES AN ADDITION
 THAT CROSSES THE LOT LINE, FORMING ONE BUILDING.
  
 4) PLEASE INDICATE COMPLIANCE WITH AREA
 TABLE 503.PROVIDE AREA INCREASES (506.3)
 TO SHOW COMPLIANCE
 WITH TABLE 503.
  
 5) NOTE:) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY 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.
  
 6 ) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS. ANY PERSONS WHO FAILS TO COMPLY
 TO REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 7) SHEET D-1 NORTH WALL OF THE EXISTING BUILDING
 INDICATES NEW OPENINGS IN WALL. THE SURVEY INDICATES
 THE BUILDING TO BE ANYWHERE FROM
 2.5' TO 2.8' AWAY FROM THE
 PROPERTY LINE. PLEASE SEE TABLE 704.8 FOR PROTECTED AND
 NONPROTECTED OPENINGS, 0'-3' THE TABLE STATES NO
 OPENINGS ARE ALLOWED.
  
 8) LS-1 DOOR# 108 SWINGS OVER THE PROPERTY LINE. 3202.2
 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN HEIGHT.
 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE
 AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE
 PROHIBITED EXCEPT AS PROVIDED FOR IN SECTIONS 3202.2.1
 THROUGH 3202.2.3 . DOORS AND WINDOWS SHALL NOT OPEN OR
 PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 9) LS-1 DOOR# 118 ALSO IS MISSING A LANDING ON THE
 EXTERIOR
 SIDE. 1008.1.5 LANDINGS AT DOORS. LANDINGS SHALL HAVE
 A
 WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE
 DOOR,
 WHICHEVER IS THE GREATER. DOORS IN THE FULLY OPEN
 POSITION
 SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7
 INCHES
 (178 MM). WHEN A LANDING SERVES AN OCCUPANT LOAD OF 50
 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE
 LANDING
 TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. LANDINGS
 SHALL HAVE
 A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT
 LESS THAN
 44 INCHES (1118 MM).
  
 10)LS-1 THE SOUTHWEST CORNER OF THE BUILDING
 INDICATES A
 NEW ADDITION, A TICKET BOOTH, JUST WEST OF THIS AREA IS
 WHAT APPEARS
 TO BE A FENCED IN AREA WITH EITHER GATES OR DOORS. THEY
 OPPOSE
 EACH OTHER. THERE IS TWO ISSUES:
  
 10A)1008.1.2 EGRESS DOORS SHALL BE SIDE-SWINGING.
 DOORS
 SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE
 SERVING AN
 OCCUPANT LOAD OF 50 OR MORE PERSONS .
  
 10B) 11-4.13.7 TWO DOORS IN SERIES.
 THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS
 IN SERIES SHALL BE 48 INCHES (1219 MM) PLUS THE WIDTH
 OF ANY
 DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL
 SWING
 EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE
 BETWEEN THE DOORS [SEE FIGURE 11-26 (A)].
  
 11A) LS-1 THE OTHER ISSUE IS WILL THERE BE MULTIPLE
 EVENTS
 OCCURING AT THIS SITE AT THE SAME TIME?
  
 11B)THE MAIN COMMUNITY HALL DOES HAVE A FOYER, PLEASE
 PROVIDE
 A QUEUING PLAN THAT WILL NOT EMPEDE EXITING. 1024.4
 FOYERS AND LOBBIES. IN GROUP A-1 OCCUPANCIES, WHERE
 PERSONS ARE ADMITTED TO THE BUILDING AT TIMES WHEN
 SEATS ARE NOT AVAILABLE AND ARE ALLOWED TO WAIT IN A
 LOBBY OR
 SIMILAR SPACE, SUCH USE OF LOBBY OR SIMILAR SPACE SHALL
 NOT
 ENCROACH UPON THE REQUIRED CLEAR WIDTH OF THE MEANS
 OF
 EGRESS. SUCH WAITING AREAS SHALL BE SEPARATED FROM
 THE
  
 REQUIRED MEANS OF EGRESS BY SUBSTANTIAL PERMANENT
 PARTITIONS
 OR BY FIXED RIGID RAILINGS NOT LESS THAN 42 INCHES
 (1067 MM)
 HIGH. SUCH FOYER, IF NOT DIRECTLY CONNECTED TO A PUBLIC
 STREET
 BY ALL THE MAIN ENTRANCES OR EXITS, SHALL HAVE A
 STRAIGHT
 AND UNOBSTRUCTED CORRIDOR OR PATH OF TRAVEL TO EVERY
 SUCH
 MAIN ENTRANCE OR EXIT.
  
 12)IN REVIEWING THE LS-1 SHEET AND SHEET SP-1 THE
 OCCUPANT LOAD
 TABLE IT APPEARS THAT THE LOADS WERE NOT DERIVED FROM
 TABLE 1004.1.2.
 THE BUSINESS OCCUPANCIES ARE LOW. CONFERENCE ROOM#
 133 HAS
 ZERO, THE LOUNGE HAS ZERO OCCUPANT LOAD AS WELL AS
 STORAGE AREAS.
 THE COMMUNITY BOARD ROOM COULD ALSO BE FIGURED WITH A
 LOAD
 OF 7 SQ FT / PERSON.PLEASE PROVIDE A NEW ANYLSIS OF
 THE OCCUPANT
 LOADING.
  
 13) THE LIFESAFETY PLAN INDICATES A FOYER AND OTHER
 CORRIDORS THAT
 SERVE THE A-1 ASSEMBLY OCCUPANCY BUT WIWTHOUT RATED
 CORRIDORS WITH
 CEILINGS. TABLE 1016.1 FOR SPRINKLERED BUILDINGS
 REQUIRES
 RATED CORRIDORSFOR ASSEMBLY OCCUPANCIES WITH AN
 OCCUPANT
 LOAD GREATER THAN 30.
  
 14) LS-1 THE CORRIDOR DOOR NOT IDENTIFIED BY DOORS 157
 & 158SWINGS
 AGAINST EGRESS. 1008.1.2 DOORS SHALL SWING IN THE
 DIRECTION
 OF EGRESS TRAVELWHERE SERVING AN OCCUPANT LOAD OF 50
 OR MORE PERSONS.
  
 15)LS-1 STUDIO 1 & 2, THE EGRESS FOR EACH UNIT WORKS
 WHEN THE UNITS
 ARE FIGURED SEPERATELY BUT WHEN THE OCCUPANT LOAD IS
 COMBINEDTO
 FORM A SINGLE LARGE ROOM, THE OCCUPANT LOAD IS GREATER
 THAN 50 REQUIRING TWO EXITS
 TO BE 1/3 THE DIAGONAL OF THE ROOM SERVED . 1014.2.1.
  
 16) LS-1 ROOM# 129IS LABELED FILE STORAGE, 1013.2
 EGRESS THROUGH INTERVENING SPACES.
 EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH
 ADJOINING OR INTERVENING ROOMS OR
 AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS ARE
 ACCESSORY TO THE AREA SERVED;
 ARE NOT A HIGH-HAZARD OCCUPANCY AND PROVIDE A
 DISCERNIBLE PATH OF EGRESS TRAVEL TO AN
 EXIT. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE
 ROOMS, CLOSETS OR SPACES USED FOR
 SIMILAR PURPOSES. AN EXIT ACCESS SHALL NOT PASS
 THROUGH A ROOM THAT CAN BE LOCKED TO
 PREVENT EGRESS. MEANS OF EGRESS FROM DWELLING UNITS OR
 SLEEPING AREAS SHALL NOT LEAD
 THROUGH OTHER SLEEPING AREAS, TOILET ROOMS OR
 BATHROOMS.
  
 17) LS-1THE EXISTINGELECTRIC ROOM SHOWS AN EXIT
 THROUGH THE ROOM
 WHICH SHOULD BE LOCKED.1013.2.
  
 18)LS-1 THE DOUBLE ENTRY DOORS AT THE SOUTHEAST
 PORTION OF THE BUILDING
 SWING OVER THE PROPERTY LINE. 3202.2 ENCROACHMENTS
 ABOVE GRADE AND BELOW
 8 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND
 BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE PROHIBITED
 EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3 . DOORS AND WINDOWS
 SHALL NOT OPEN OR
 PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 19)LS-1 THIS SAME AREA INDICATES THE USE OF A
 VERTICAL LIFT. PLEASE SUBMIT
 THE MANUFACTURERS SPECSIN ACCORDANCE WITH ASME
 A17.1.
 (WHEELCHAIR LIFTS) ARE USED, THEY SHALL COMPLY WITH
 SECTIONS 11-4.2.4 ,
 11-4.5 , 11-4.27 , AND ASME A17.1, SAFETY CODE FOR
 ELEVATORS AND
 ESCALATORS , SECTION XX, 1990.
  
 20) LS-1 PLANS INDICATE USE OF AN OVERHEAD DOOR# 163,
 THIS IS A PORTION OF A
 1 HR RATED EXIT ACCESS CORRIDOR, ONLY SWING DOORS .
 1008.1.2 DOOR SWING .
 EGRESS DOORS SHALL BE SIDE-HINGED SWINGING.SECURITY
 GRILLES CAN NOT
 BE USED FOR ASSEMBLY OCCUPANCY.
 NOTE, SECURUTY GRILLES :IN GROUPS B, F, M, R AND S,
 HORIZONTAL SLIDING OR
 VERTICAL SECURITY GRILLES ARE PERMITTED AT THE MAIN
 EXIT AND SHALL BE OPENABLE
 FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL
 KNOWLEDGE OR EFFORT
 DURING PERIODS THAT THE SPACE IS OCCUPIED. THE GRILLES
 SHALL REMAIN SECURED
 IN THE FULL-OPEN POSITION DURING THE PERIOD OF
 OCCUPANCY BY THE GENERAL PUBLIC.
 WHERE TWO OR MORE MEANS OF EGRESS ARE REQUIRED, NOT
 MORE THAN ONE-HALF OF
 THE EXITS OR EXIT ACCESS DOORWAYS SHALL BE EQUIPPED
 WITH HORIZONTAL SLIDING OR
 VERTICAL SECURITY GRILLES.
  
 21)LS-1 EAST END OF BUILDING THE RAMP INDICATES ONLY
 A 6" INCLINE, WHEREAS THE ELEVATIONS
 INDICATE A GREATER CHANGE IN GRADE. NEITHER THIS SHEET
 OR A-6 INDICATE THE CHANGE IN GRADE?
 NOTE IF THERE IS A CHANGE IN GRADE GREATER THAN 30" AN
 INTERMEDIATE LANDING WILL BE REQUIRED.
  
 22) SHEET A-6RAMP AND STAIR FLOOR PLAN INDICATEA
 LANDING , BUT THE LANDING IS NOT CENTERED
 TO COMPLY WITH MANUVERING SPACES IN 11-4.13.6 AND 60"
 CLEAR IN 1010.6.3.
  
 23) SHEET A-6 RAMP AND STAIR GAURDRAIL INEEDS TO COMPLY
 WITH:
 1012.3 OPENING LIMITATIONS. OPEN GUARDS SHALL HAVE
 BALUSTERS OR
 ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER (102
 MM) SPHERE
 CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34
 INCHES
 (864 MM). FROM A HEIGHT OF 34 INCHES (864 MM) TO 42
 INCHES
 (1067 MM) ABOVE THE ADJACENT WALKING SURFACES, A
 SPHERE
 8 INCHES (203 MM) IN DIAMETER SHALL NOT PASS.
  
 24)SHEET A-6THE FLOOR PLAN OF THE STAIR AND RAMP,
 DOORWAY& LANDING,
 BLOCKS THE EXIT STAIRS. 1008.1.5.
  
 25)LS-1 MEZZANINE ALTERNATING STAIR.1009.10
 ALTERNATING TREAD DEVICES.
 ALTERNATING TREAD DEVICES ARE LIMITED TO AN ELEMENT OF
 A MEANS OF EGRESS
 IN BUILDINGS OF GROUPS F, H AND S FROM A MEZZANINE NOT
 MORE THAN 250
 SQUARE FEET (23 M 2 ) IN AREA AND WHICH SERVES NOT MORE
 THAN THREE
 OCCUPANTS; IN BUILDINGS OF GROUP I-3 FROM A GUARD
 TOWER, OBSERVATION
 STATION OR CONTROL ROOM NOT MORE THAN 250 SQUARE FEET
 (23 M 2 ) IN AREA
 AND FOR ACCESS TO UNOCCUPIED ROOFS.
  
 26)LS-1 HALLWAY# 122 IS TO BE A 1 HR RATED CORRIDOR
 TABLE 1016.1. PLEASE
 PROVIDE THE ASSEMBLY FOR THE WOOD FLOOR, WALLS &
 CEILING.
  
 27)LS-1 NORTHEAST CORNER OF THE BUILDING A WOMENS
 RESTROOM, NOT IDENTIFIED
 HAS A INSWING DOOR. THIS DOOR SWINGS INTO THE REQUIRED
 CLEAR FLOOR SPACE
 REQUIRED FOR FIXTURES.11-4.22.2 DOORS. ALL DOORS
 TO ACCESSIBLE
 TOLIET ROOMS SHALL COMPLYWITH 11-4.13. DOORS SHALL
 NOT SWING INTO
 CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE.
  
 28)LS-1 DOOR # 117 MISSING THE 18" CLEARENCE LATCH
 SIDE OF DOOR.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARANCES
 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 CLEARANCES SHALL BE
 CLEAR & LEVEL.
  
 29) LS-1 PROPOSED COFFEE SHOP, WILL THE PATRONS BE ABLE
 TO GO INSIDE OR JUST UP TO THE WINDOW?
 PLANS DO NOT PROVIDE THE SILL HEIGHT?11-5.2 COUNTERS
 AND BARS.
 WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34
 INCHES (865 MM) IN HEIGHT FOR CONSUMPTION BY CUSTOMERS
 SEATED ON STOOLS OR STANDING AT THE COUNTER, A PORTION
 OF THE MAIN COUNTER WHICH IS 60 INCHES (1525 MM) IN
 LENGTH MINIMUM SHALL BE PROVIDED IN COMPLIANCE WITH
 SECTION 11-4.32 OR SERVICE SHALL BE AVAILABLE AT
 ACCESSIBLE TABLES WITHIN THE SAME AREA.
  
 30) ON THE INTERIOR SIDE OF THE COFFEE SHOP THERE IS A
 6" DIFFERENCE IN GRADE, HOW WILL VERTICAL ACCESSIBILITY
 BE ACCOMPLISHED?
 11-4.1.6(K)(III)
  
 31) A-1, PROPOSED 2ND FLOOR SHOWS NO MEANS OF
 EGRESS,TO
 THE LOFT OR MEZZANINE LEVEL . PLANAS DO NOT INDICATE IF
 THIS IS EXISTING OR NEW WORK.
 PLANS DO NOT PROVIDE IF THIS STORAGE AREA IS DESIGNED
 AS LIGHT 125 PSF OR HEAVY 250PSF?
  
 32) SHEET A-7 TICKET BOOTH INDICATES A SECTION 4/ A13
 NO SUCH SECTION? PLEASE
 PROVIDE A SECTION THROUGH THE TICKET COUNTER INDICATE
 THE HEIGHT PLEASE?
  
 33)SHEET A-8 OVERHEAD DOOR DETAIL, PLANS INDICATE
 THIS IS TO BE A 2HR RATED WALL ,
 HOW WILL THIS UNIT MAKE THE RATING? AGAIN THIS IS OVER
 A EXIT ACCESS CORRIDOR.
  
 34) 1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 35A)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
  
 35B) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS : YKK AP"YHS"MISSING FLORIDA COVER
 SHEET AND ONLY THE FRONT PAGE OF NOA SUBMITTED.B)
 DOORS: YKK AP"35H" MISSING THE FLORIDA COVER SHEET
 PLUS THE TECHNICAL DRAWINGS.
 C)DOORS : NANA WALL SYSTEM - CREATE LOCAL APPROVAL
 ONCE THE
 TECHNICAL DRAWINGS ARE SUBMITTED IF PRESSURES ARE
 OK.
 D) DOORS FLEMING MISSING FLORIDA COVERSHEET AND
 REPORTS.
 E) ROLL UP DOOR: WAYNE DALTON HIGHLIGHT WHICH DOOR OR
 SYSTEM
 THAT WILL BE USED.
 F) ROOFING ASSEMBLIES: JPS ELASTOMERICS) THIS ROOF
 IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN
 ROOF HEIGHT.
  
 X___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 _X__ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
 CONTRACTOR FAILED TO SUBMIT THE NOAPLUS
 FAILED TO INDICATE WHICH SUBSYSTEM IS TO BE USED._X__
 THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 _X__THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 36)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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