Plan Review Notes
Plan Review Notes For Permit 07050239
Permit Number 07050239
Review Stop B
Sequence Number 1
Notes
Date Text
2007-07-26 16:06:35512 SPENCER MEDIA CENTER 070502239
 BUILDING PLAN REVIEW
 PERMIT: 07050239
 ADD: 512 SPENCER DR
 CONT: ANDERSON- MOORE
 TEL: (561)662-1819
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * 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 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.
  
 2) FL S S713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
 .
  
 3) GROUND FLOOR ENGINEERING CALCULATIONS TO HAVE
 ORIGINAL SIGNATURE FORM THE DESIGN PROFESSION, NOT
 RUBBER STAMP OR COLOR COPIES OF SIGNATURE.
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLICRECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002
  
 4) GROUND FLOOR ENGINEERING CALCULATIONS ARE BASED ON
 SSCE 7-98, PLEASE SEE THE REFERENCED STANDARD UNDER THE
 2004 FBC CHAPTER 35 IS ASCE 7-02, PLEASE CORRECT .
  
 5) SHEET A-1 DESCRIPTION OF PROJECT/ CODE :
 5A) BUILDING TYPE: A UNPROTECTED SEE TABLE 601, EITHER
 THE BUILDING CONSIDERED A TYPE I OR TYPE II, IN EITHER
 CASE THE A & B DESIGNATION INDICATES THE AMOUNT OF
 HOURS OF FIRE RESISTANCE RATING REQUIRED FOR STRUCTURAL
 MEMBERS. TABLE 503 WILL PROVIDE THE ALLOWABLE AREAS
 UNDER THE OCCUPANCY CLASSIFICATION. EDUCATIONAL USAGE
 TYPE II-A WILL ALLOW 14,500 SQ FT. THE PLAN INDICATES
 14,997 SQ FT FOR THE FIRST FLOOR. SEE IF ANY FRONTAGE
 INCREASES MAY BE TAKEN, SEE 506.2 IF SO PROVIDE
 CALCULATIONS.
  
 5B) THE SECOND ISSUE IS THE OCCUPANCY TYPE PLANS
 INDICATE **CS** THERE ISN?T ANY TYPE OCCUPANCY
 CLASSIFICATION SEE SECTION 302.1 .
  
 5C) PLEASE INDICATE THE DESIGN INTENT FOR THIS PERMIT.
 PLANS INDICATE FIRE SEPARATION BETWEEN BUILDINGS, 3 HR
 SEPARATION, PLEASE INDICATE IF THIS AN ADDITION TO THE
 EXISTING BUILDING TO BE CONSIDERED UNDER THE 2004
 EXISTING BUILDING CODE, AN ADDITION OR WITH A **FIRE
 WALL**
 CONSTITUTING A TOTALLY SEPARATE BUILDING.
 NOTE: THIS REVIEW WILL BE CONSTRUED AS A NEW SEPARATE
 BUILDING, AND A REMODEL OF EXISTING (2) EDUCATIONAL
 BUILDINGS.
  
 6) SHEET A-35& A-36 ARE THE LIFE SAFETY SHEETS: 6A)
 THEY DO NOT PROVIDE THE OCCUPANT LOAD PER ROOM( PLANS
 ARE ILLEGIBLE)PLEASE INDICATE THE OCCUPANT LOAD. 6B)
 ALSO PROVIDE THE OCCUPANT LOAD FOR THE EXISTING STAIRS
 AND THE OCCUPANT LOADS FOR THE NEW STAIRWAYS. 6C)
 PLEASE PROVIDE ADDITIONAL INFORMATION FOR THE EXITING
 OF NEW BUILDING, IT APPEARS THAT THE CHILDREN ARE BEING
 LEAD BACK INTO SOME TYPE OF COURT OR YARD, PLANS ARE
 NOT CLEAR AS TO THE INTENT.1018.1 MINIMUM NUMBER
 OF EXITS.
  
 ALL ROOMS AND SPACES WITHIN EACH STORY SHALL BE
 PROVIDED WITH AND HAVE ACCESS TO THE MINIMUM NUMBER OF
 APPROVED INDEPENDENT EXITS AS REQUIRED BY TABLE 1018.1
 BASED ON THE OCCUPANT LOAD, EXCEPT AS MODIFIED IN
 SECTION 1014.1 OR 1018.2. FOR THE PURPOSES OF THIS
 CHAPTER, OCCUPIED ROOFS SHALL BE PROVIDED WITH EXITS AS
 REQUIRED FOR STORIES. THE REQUIRED NUMBER OF EXITS FROM
 ANY STORY, BASEMENT OR INDIVIDUAL SPACE SHALL BE
 MAINTAINED UNTIL ARRIVAL AT GRADE OR THE PUBLIC WAY .
 EXCEPTION: A FENCED OUTDOOR ASSEMBLY OCCUPANCY SHALL
 HAVE AT LEAST TWO WIDELY SEPARATED MEANS OF EGRESS FROM
 THE ENCLOSURE. IF MORE THAN 6,000 PERSONS ARE TO BE
 SERVED BY SUCH MEANS OF EGRESS, THERE SHALL BE AT LEAST
 THRE E MEANS OF EGRESS; IF MORE THAN 9,000 PERSONS ARE
 TO BE SERVED, THERE SHALL BE AT LEAST FOUR MEANS OF
 EGRESS.
 1206.3.3 COURT DRAINAGE.
 THE BOTTOM OF EVERY COURT SHALL BE PROPERLY GRADED AND
 DRAINED TO A PUBLIC SEWER OR OTHER APPROVED DISPOSAL
 SYSTEM COMPLYING WITH THE FLORIDA BUILDING CODE,
 PLUMBING .
  
 1023.6 ACCESS TO A PUBLIC WAY .
 THE EXIT DISCHARGE SHALL PROVIDE A DIRECT AND
 UNOBSTRUCTED ACCESS TO A PUBLIC WAY .
 EXCEPTION: WHERE ACCESS TO A PUBLIC WAY CANNOT BE
 PROVIDED, A SAFE DISPERSAL AREA SHALL BE PROVIDED WHERE
 ALL OF THE FOLLOWING ARE MET:
 1.THE AREA SHALL BE OF A SIZE TO ACCOMMODATE AT
 LEAST 5 SQUARE FEET (0.28 M 2 ) FOR EACH PERSON. 2. THE
 AREA SHALL BE LOCATED ON THE SAME PROPERTY AT LEAST 50
 FEET (15 240 MM) AWAY FROM THE BUILDING REQUIRING
 EGRESS.
 3.THE AREA SHALL BE PERMANENTLY MAINTAINED AND
 IDENTIFIED AS A SAFE DISPERSAL AREA.
 4.THE AREA SHALL BE PROVIDED WITH A SAFE AND
 UNOBSTRUCTED PATH OF TRAVEL FROM THE BUILDING.
  
 6D) DOOR 146- A THE PLANS DO NOT PROVIDE THE DISTANCE
 TO THE OPPOSITE WALL, THE DOOR SCHEDULE DOES NOT
 INDICATE ANY DOOR RATING. 1023.5.2 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 BE NOT LESS THAN 1-HOUR
 FIRE-RESISTANCE-RATED EXTERIOR WALLS COMPLYING WITH
 SECTION 704 FOR A DISTANCE OF 10 FEET (3048 MM) ABOVE
 THE FLOOR OF THE COURT, AND OPENINGS THEREIN SHALL BE
 EQUIPPED WITH FIXED OR SELF-CLOSING, ?-HOUR OPENING
 PROTECTIVE ASSEMBLIES.
  
 6E) DOOR 146-B ALSO HAS THE SAME CONFIGURATION BUT THE
 SECOND ISSUE IS THERE APPEARS TO BE A SECOND SET OF
 DOORS FURTHER OUT THE EXIT DISCHARGE, PLEASE SEE A-9
 DISCREPANCY, PLEASE CORRECT.
  
 6F) PLEASE ALSO SHOW THE EXIT LIGHTING; 1006.1 MEANS OF
 EGRESS ILLUMINATION. 1006.1.1
 ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN
 ACCORDANCE WITH THIS SECTION FOR EVERY BUILDING AND
 STRUCTURE. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS AND PASSAGEWAYS LEADING TO
 AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, WALKWAYS AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY .
  
 7) SHEET A-25 PLEASE CORRECT THE DOOR SCHEDULE AS TO
 THE RATING FOR FIRE RATED DOORS. PLEASE SEE 715.3 AND
 TABLE 715.3 FOR MINUTE AND HOUR RATINGS.
  
 8) SHEET A-25 CORRIDORS WITH AN OCCUPANT LOAD > THAN 30
 REQUIREA 1 HR FIRE RATING, PLANS INDICATE WINDOW TYPE
 (F) TO BE 1 HR FIRE LITE, PLEASE PROVIDE LITERATURE,
 PRODUCT APPROVALS.
  
 9) FIRST FLOOR AND SECOND FLOOR THE ELEVATOR SHAFT IS
 MISSING THE DOOR AND RATING FOR A SHAFT ENCLOSURE,
 TABLE 715.3.
  
 10) ELEVATOR MACHINE ROOM IS THROUGH THE OCCUPIED USE
 ROOMS.3006.1 ACCESS.
 AN APPROVED MEANS OF ACCESS SHALL BE PROVIDED TO
 ELEVATOR MACHINE ROOMS AND OVERHEAD MACHINERY SPACES.
 THIS AN ACCESSIBLE SPACE, NOT THROUGH THE CLASSROOMS.
  
 11)SHEET A-31 NEW STAIRS DO NOT INDICATE WHERE THE
 AREA OF RESCUE ASSISTANCE WOULD BE LOCATED. PLEASE
 PROVIDE THE INFORMATION AS TO SIZE OF EACH REQUIRED
 AREA OF RESCUE ASSISTANCE, TWO-WAY COMMUNICATION AND
 IDENTIFICATION. 11-4.3.11. (1-5).
  
 12) SHEET A-31 STAIR INDICATES A VOID BENEATH THE
 STRINGER SEE 11-4.4.2. HEADROOM.
  
 13) SHEET A-12-13 INDICATES REFLECTED CEILING LIGHTING
 LEGEND INDICATES EXIT LIGHTS AND DIRECTIONAL?S BUT THE
 PLAN IS MISSING THE EXIT LIGHTS AND DIRECTIONAL?S.
 1006.1 MEANS OF EGRESS ILLUMINATION.
  
 14) SHEET S-1 INDICATES THAT A SOILS TEST WAS COMPLETED
 BY SOILPROBE ENGINEERING, PLEASE SUBMIT (2) ORIGINAL
 SIGNED & SEALED DOCUMENTS. 1802.2.1 QUESTIONABLE SOIL.
 WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
 DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
 BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
 15) ) 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.
 LAZED OPENINGS LOCATED WITHIN 30FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN30 FEET (9.1 M)
 ABOVE GRADE SHALL MEETTHE PROVISIONS OF THE SMALL
 MISSILE
 TEST.
 FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS
 ARE AS FOLLOWS:
  
 15A) FIXED GLAZING
 15B) STAINED GLASS
 15C) GLAZED SWING DOORS
 15D) HOLLOW CORE EXTERIOR METAL DOORS
 15E) SUNSHADE
 15F) LOUVERS
 15G) ROOFING ASSEMBLIES
  
 16)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72. SEE
 WWW.FLORIDABUILDING.ORG
  
 17) 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.
  
 18)THIS ROOF IS MISSING OR NOT IN COMPLIANCE WITH THE
 FOLLOW ITEMS:
  
 _XXX__ CONTRACTOR DID NOT PROVIDE PRODUCT APPROVAL.
  
 __XXX__ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO
 BE USED.
  
 __XXX__ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR
 ZONE _2&3__ .
  
 __XXX__ THE SYSTEM PROVIDED STATESLIMITATION# 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 REGISTEREDPROFESSIONAL ENGINEER,
 REGISTERED
 ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
 SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
 ENHANCED FASTENING ALLOWED.
  
  
 19) 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.


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