Plan Review Notes
Plan Review Notes For Permit 07110731
Permit Number 07110731
Review Stop B
Sequence Number 1
Notes
Date Text
2007-12-26 16:52:48900 BRANDYWINE RD
 UNITED METHODIST CHURCH
 DEC.28, 2007
  
  
  
  
  
 BUILDING PLAN REVIEW
 PERMIT: 07110731
 ADD: 900 BRANDYWINE RD
 CONT: HEDRICK BROTHERS
 TEL: (561)281-7530
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1A) --- 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.
  
 1B)PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS,
 REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR
 REVIEW FOR PERMIT. IF YOUR PROJECT WILL REQUIRE A
 RESIDENT INSPECTOR OR IF YOUR PROJECT IS A THRESHOLD
 BUILDING REQUIRING A THRESHOLD INSPECTOR THEN (3) THREE
 SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED FOR PERMIT
 ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS WEST PALM
 BEACH ADMINISTRATIVE CODE.
  
 1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
 THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
 IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC INFORMATION". CONSTRUCTION
 DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND
 SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS
 OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND
 REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.
  
 1D ) FL S S 713.13 NOTICE 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
 ACTUALLY COMMENCED 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.
  
 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 REVISIONS PLEASE REVISE YOUR
 CODE SUMMARY FOUND ON SHEET A-0.1.1.
  
 2( SHEET A-0.1.1:
 2A) THE PLANS APPEAR TO HAVE CODE TERMINOLOGY THAT IS
 FOUND UNDER THE 2001 FBC THE BUILDING, (NEW) IS LABEL
 BUILDING TYPE II SPRINKLED AND A-1 ASSEMBLY LARGE.
 PLEASE SEE TABLE 503 FOR THE ALLOWABLE HEIGHT AND AREAS
 FOR A A-3 OCCUPANCY (CHURCH) FOR AND DECLARE THE
 MINIMUM BUILDING TYPE. 602.1.1 FOUND IN THE 2004 FBC.
 IF AREA INCREASES ARE TO BE TAKEN PLEASE INDICATE THE
 CALCULATIONS WHERE THESE INCREASES WERE TAKEN. PLEASE
 SEE UNLIMITED AREA UNDER 507.5 IS FOR A SINGLE STORY
 BUILDING, SHEET A-2.2.1 INDICATES A SECOND STORY
 LOCATED WITHIN THE BUILDING.
  
 2B) CODE SUMMARY STRUCTURAL ELEMENTS, THE HOUR RATINGS
 AND FOOTNOTES FOUND IN THIS SECTION ARE ALSO TAKEN FROM
 THE 2001 FBC, PLEASE REVIEW AND UPDATE TO THE 2004 FBC
 SEE TABLE 601, TABLE 602 & TABLE 704.8.
  
 2C) BUILDING INFORMATION MAKES IT UNCLEAR AS TO WHAT
 BUILDING TYPE IS BEING INDICATED, THERE IS A EXISTING
 BUILDING AND A NEW BUILDING SQUARE FOOTAGE PROVIDED,
 THEN A TOTAL BUILDING FOOTPRINT. IF THIS TO BE TWO
 SEPARATE BUILDINGS WITH A PROPOSED FIREWALL LEAVE OFF
 THE TOTAL BUILDING FIGURE, THEY WOULD BE CONSIDERED TWO
 SEPARATE BUILDINGS. IF DESIGNING TO THE MORE CRITICAL
 TYPE I-B FOR THE TOTAL BUILDING THE AREA IS UNLIMITED.
 106.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 3) SHEET A-2.1.3: DISCREPANCY, PLEASE SEE DOOR NUMBER
 A126 & C126 THE TWO DOORS HAVE A COMBINED OCCUPANT LOAD
 OF 194 ALSO LOOK AT THE EGRESS PATH TO DOOR 126B AND
 THE OCCUPANT LOAD REFLECTED ON THE PLAN IS ONLY159 THIS
 IS LOWER THAN THE 194 REGRESSING THROUGH THE 2 PAIR OF
 DOUBLE DOORS PLUS AN ADDITIONAL 5 FROM THE EXIT ACCESS
 CORRIDOR HEADING TOWARDS THIS EXIT DOORWAY. THIS IS
 CREATING A CONVERGING EXIT AT A DOORWAY THAT CAN ONLY
 HANDLE 170 THROUGH THE DOOR. 1004.5 CONVERGING EXITS.
  
 4A) SHEET A-2.1.3 & A2.1.1, THE CONTINUATION OF THE
 EGRESS PATH FROM DOOR 126B LEADS TO A EXTERIOR SIDEWALK
 INTO WHAT APPEARS TO BE A EGRESS COURT AND THROUGH THE
 COVERED WALKWAY OF THE EXISTING BUILDING. 705.1 FIRE
 WALLS SERVING TO CREATE SEPARATE BUILDINGS, THEREFORE
 ALL PROVISIONS OF THE CODE INCLUDING HEIGHT AND AREA
 LIMITATIONS, FIRE PROTECTION SYSTEMS AND MEANS OF
 EGRESS ARE TO BE APPLIED INDIVIDUALLY TO EACH BUILDING.
 IF THE COVERED WALKWAY FROM THE EXISTING BUILDING IS TO
 BE CONSIDERED PART OF THE EGRESS PATH FROM THE COURT
 AREA SOME ADDITIONAL INFORMATION WILL BE REQUIRED. 4B)
 THE PLANS INDICATE THE EXISTING BUILDING TO BE A TYPE V
 BUILDING, IS THIS A 2001 OR 2004 TYPE V? 4C) PLANS
 INDICATE THIS EXTERIOR WALL NOT HAVING ANY WINDOWS
 WITHIN THE COVERED WALKWAY WHICH WOULD CREATE A FIRE
 HAZARD REQUIRING FIRE RATED OPENING PROTECTIVE? 4D) THE
 OTHER ISSUE IS THE PLAN ALSO INDICATE THE EXISTING WALL
 TO HAVE A WALL IDENTIFICATION TAG AS A 710, A 2HR RATED
 WALL WITH CORE FILL 500, IS THIS WALL ALREADY
 CONSTRUCTED THIS WAY?
  
 1023.5.2 CONSTRUCTION AND OPENINGS OF EGRESS COURTS
 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.
  
 4E) NOTE THE NEW FLAT DECKS CREATED ON THE EXISTING
 BUILDING WILL CREATE ADDITIONAL ROOF CONTRIBUTIONS SEE
 A-5.1.2 & A5.1.6 SEE PLUMBING COMMENTS FOR ADDITIONAL
 INFORMATION FOR ROOF DRAINAGE.
  
 4F) THE EXISTING TWO STORY CHAPEL, IS THERE OPENINGS
 ABOVE THE SLOPED ROOF SECTIONS , THE NEW HORIZONTAL
 ROOF DECKS? 705.6.1.
  
 5) SHEET A-2.1.3 DISCREPANCY, PLEASE SEE CHOIR
 REHEARSAL ROOM 153 AND SHEET A-2.1.1 ON THIS SHEET
 CORRIDORS 152 & 157 ARE BLOCKED BY A WALL NOT SHOWN ON
 SHEET A-2.1.3. 106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 6) PLEASE PROVIDE CODE COMPLIANCE WITH TABLE 1016.1FOR
 ASSEMBLY OCCUPANCIES GREATER THAN 30 THE CORRIDORS ARE
 TO BE FIRE RATED 1 HR EVEN WITH FIRE SPRINKLERS.
 CORRIDORS, 111, 118 & 120 DO NOT INDICATE RATED WALLS
 AND OPENING PROTECTIVE ON DOOR AND WINDOW OPENINGS
 TABLE 715.3. PLEASE PROVIDE CODE COMPLIANCE WITH THIS
 SITUATION.
  
 7) PLEASE SEE M-2.1.0 WHERE MECHANICAL DUCTS CROSS
 RATED WALLS WITHOUT THE INSTALLATION OF RATED DAMPERS,
 712.3.3 DUCTS AND AIR TRANSFER OPENINGS.
  
 8) PLEASE PROVIDE ON LIFE SAFETY SHEET A-2.1.3 WHICH
 DESIGN METHOD WAS USED 1024.6.1 WITHOUT SMOKE
 PROTECTION OR 1024.6.2 SMOKE PROTECTED SEATING.
  
 9) PLEASE SEE A-2.1.1 & A2.1.3 BOTH PLANS INDICATE THE
 USE OF RAMPS 3/4" /12". SEE DEFINITION OF RAMP 11-3 A
 WALKING SURFACE WHICH HAS A RUNNING SLOPE GREATER THAN
 1:20. SEE 11-4.8.5 WHERE HANDRAILS WILL BE REQUIRED,
 HORIZONTAL PROJECTIONS GRATER THAN 72".
  
 10) A-2.1.1 & A2.1.3 BOTH PLANS INDICATE THE USE OF AN
 ELECTRIC LIFT, PLEASE PROVIDE CODE COMPLIANCE
 INFORMATION ON LIFT11-4.1.3, EXCEPTION# 4.
  
 11) A-2.1.1 & A-2.1.3 BOTH STAIRS BY DOORS A126 & A143
 BOTH HAVE F.E.C. THIS ABBREVIATION IS NOT LISTED ON
 A-0.1.1 ARCHITECTURAL ABBREVIATIONS, 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 12) SHEET A-2.1.1& A-2.1.3 BOTH INDICATE CLASSROOM 1
 ROOM# 1 AND DOOR# B172, THIS DOOR IS MISSING THE CLEAR
 FLOOR SPACE (18") LATCH SIDE OF THE DOOR. 11-4.13.5
 DOORWAY MIN CLEAR WIDTH . DOORWAYS SHALL HAVE A MINIMUM
 CLEAR WIDTH OF 32" WITH THE DOOR OPEN 90-DEGREES,
 MEASURED BETWEEN THE FACE OF THE DOOR AND OPPOSITE
 STOP.
 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 WITHIN THE REQUIRED
 CLEARANCES SHALL BE CLEAR & LEVEL.
  
 13) SHEET A-2.1.1 & A2.1.3 DISCREPANCY SHEET A-2.1.1 IS
 MISSING OPENINGS INTO THE RESTROOMS 150 & 159 FROM THE
 VESTIBULES, 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 14) SHEET A-2.11 & A-2.1.3 THERE APPEARS TO BE A
 DISCREPANCY IN THE RAMP AT THE ENTRY POINT 146,
 A-12.1.1 INDICATES A DIFFERENCE OF 5" BUT THE RAMP IS
 NOT CLEARLY MARKED WHEREAS ON A-2.1.3 THE RAMP SHOWS
 EXPANSION JOINTS SPREAD AT 14'-0" APART? 11.4.8.5.
 HANDRAILS: IF A RAMP HAS A RISE GREATER THAN 6" OR A
 HORIZONTAL PROJECTION GREATER THAN 72", THEN IT SHALL
 HAVE HANDRAILS ON BOTH SIDES.
  
 15) SHEET A-2.1.3 & A-2.2.3 THERE SEEMS TO BE A
 DISCREPANCY BETWEEN THE 1 HR FIRE RATING AND THE 2HR
 FIRE RATING? 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 16) A-2.2.1 THIS SHEET INDICATES (3) AREAS WHERE ACCESS
 TO THE ROOF WILL BE THROUGH A ROOF HATCH. PLEASE NOTE,
 TO DATE THERE IS NO PRODUCT APPROVALS THAT COMPLY WITH
 THE FLORIDA STATE STATUTE RULE 9B-72
 REQUIRING PRODUCT TESTING AND A THIRD PARTY QUALITY
 ASSURANCE PROGRAM. THIS ITEM WILL BE A PROVISO AND IF
 BY THE TIME A CERTIFICATE OF OCCUPANCY IS ASKED FOR THE
 MANUFACTURER OF THE ROOF HATCH WILL NEED TO HAVE
 RECEIVED EITHER A STATEWIDE APPROVAL, A ISSUED
 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA) OR RECEIVED A
 LOCAL APPROVAL FROM THIS JURISDICTION.
  
 17) M-2.2.0 THE BLOWER ROOM WHICH IS PART OF THE FIRE
 RATED ASSEMBLY INDICATES DUCT PENETRATION THROUGH THESE
 WALLS WITHOUT DAMPERS. 712.3.3 DUCTS AND AIR TRANSFER
 OPENINGS.
  
 18) A-2.2.3 SPIRAL STAIR, STAIR# 201 TO CONTROL ROOM
 PLEASE SEE 1009.9.1(6) THE TURN OF THE STAIRWAY SHALL
 BE SUCH THAT DESCENDING USERS HAVE THE OUTER HANDRAIL
 AT THEIR RIGHT SIDE. PLEASE INDICATE COMPLIANCE.
  
 19) A-3.1.1 PLANS INDICATE THE USE OF EFIS TRIM ABOVE
 40'-0" PLEASE SEE 1406.2.2. ARCHITECTURAL 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. PLEASE
 PROVIDE THE ATTACHMENT DETAILS FOR THE EFIS OR EPS FOAM
 PRODUCTS WHERE THIS PRODUCT CAN BE USED BELOW 40'-" IN
 HEIGHT FROM GRADE.
  
 20) A-6.1.3 DETAIL# 7INDICATES THE USE OF A HIP AND
 RIDGE BOARD BUT NO METHOD OF ATTACHMENT HAS BEEN
 INDICATED PLEASE SEE:
 1507.3.7 ATTACHMENT. CLAY AND CONCRETE ROOF TILES SHALL
 BE FASTENED IN ACCORDANCE WITH SECTION 1609 OR IN
 ACCORDANCE WITH FRSA/TRI 07320 INSTALLATION MANUAL.
  
 1507.3.8 APPLICATION. TILE SHALL BE APPLIED ACCORDING
 TO THE MANUFACTURER?S INSTALLATION INSTRUCTIONS OR
 RECOMMENDATIONS OF THE FRSA/TRI 07320.
  
 PLEASE INDICAT ON THE PLANS WHICH TYPE OF STEEL ANGLE
 PLACEMENT OF FASTENER AND SPACING OF BRACKET IN
 ACCORDANCE WITH FRSA/ TRI 07320.
  
 21) SHEET A-6.1.4 VARIOUS DETAILS INDICATE THE USE OF
 5/8 INCH CDX PLYWOOD ROOF DECKING, PLEASE SEE TABLE 601
 FOOTNOTE (C) (2) WHERE FIRE RETARDANT TREATED PLYWOOD
 CAN AND CAN'T BE USED IN THE ROOF
 ASSEMBLIES. IF FIRE TREATED PLYWOOD IS TO BE USED, ALSO
 PROVIDE THE TYPE OF FASTENER AND TYPE OF METAL THE
 FASTENER WILL BE MADE FROM.
  
 22) SHEET A-6.1.4 DETAIL "6" INDICATES THE USE OF UL
 SYSTEM P537, PLEASE REVIEW THIS SYSTEM VERSES WHAT IS
 SHOWN ON THE SHEET. THE PLANS AGAIN INDICATE THE 5/8 "
 CDX PLYWOOD ON THE ROOF DECK AS WELL AS BENEATH THE
 BOTTOM CORD OF THE TRUSS AS A BACKER BOARD. PLEASE
 REVIEW AND CORRECT. TABLE 601 FOOTNOTE (C)(2) AND
 SECTION 603.
  
 23) A-6.1.6 DETAIL OR ELEVATION 1 INDICATES THE USE OF
 GILFORD FABRIC SCRIM STRETCHED AND STAPLED TO THE BACK
 OF FACED WOOD, PLEASE PROVIDE THE FLAME SPREAD RATING
 OF THIS FABRIC.
  
 803.6.1 TEXTILE WALL COVERINGS.
 TEXTILE WALL COVERINGS SHALL HAVE A CLASS A FLAME
 SPREAD INDEX IN ACCORDANCE WITH ASTM E 84 AND BE
 PROTECTED BY AUTOMATIC SPRINKLERS INSTALLED IN
 ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 OR THE
 COVERING SHALL MEET THE CRITERIA OF SECTION 803.6.1.1
 OR 803.6.1.2 WHEN TESTED IN THE MANNER INTENDED FOR USE
 IN ACCORDANCE WITH NFPA 265 USING THE PRODUCT MOUNTING
 SYSTEM, INCLUDING ADHESIVE.
  
 803.6.1.1 METHOD A TEST PROTOCOL.
 DURING THE METHOD A PROTOCOL, FLAME SHALL NOT SPREAD TO
 THE CEILING DURING THE 40 KW EXPOSURE. DURING THE 150
 KW EXPOSURE, THE TEXTILE WALL COVERING SHALL COMPLY
 WITH ALL OF THE FOLLOWING:
 1. FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE
 SAMPLE ON THE 8-FOOT BY 12-FOOT (203 MM BY 305 MM)
 WALL.
 2. THE SPECIMEN SHALL NOT BURN TO THE OUTER EXTREMITY
 OF THE 2-FOOT-WIDE (610 MM) SAMPLES MOUNTED IN THE
 CORNER OF THE ROOM.
 3. BURNING DROPLETS DEEMED CAPABLE OF IGNITING TEXTILE
 WALL COVERINGS OR THAT BURN FOR 30 SECONDS OR MORE
 SHALL NOT FORM.
 4. FLASHOVER, AS DEFINED IN NFPA 265, SHALL NOT OCCUR.
 5. THE MAXIMUM NET INSTANTANEOUS PEAK HEAT RELEASE
 RATE, DETERMINED BY SUBTRACTING THE BURNER OUTPUT FROM
 THE MAXIMUM HEAT RELEASE RATE, DOES NOT EXCEED 300 KW.
  
  
 803.6.1.2 METHOD B TEST PROTOCOL.
 DURING THE METHOD B PROTOCOL, FLAMES SHALL NOT SPREAD
 TO THE CEILING AT ANY TIME DURING THE 40 KW EXPOSURE.
 DURING THE 150 KW EXPOSURE, THE TEXTILE WALL COVERING
 SHALL COMPLY WITH THE FOLLOWING:
 1. FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITIES OF
 THE SAMPLES ON THE 8-FOOT BY 12-FOOT (203 MM BY 305 MM)
 WALLS.
 2. FLASHOVER, AS DESCRIBED IN NFPA 265, SHALL NOT
 OCCUR.
  
 24) A-7.2.3 DETAIL# 2 INDICATES THE USE OF A 3 HOUR
 FUSED LINK DROP FIRE DOOR. PLEASE PROVIDE THE
 MANUFACTURERS SPEC FOR THIS PRODUCT. 715.3/ 106.1.2.
  
  
 25) 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.
  
 26) 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:
 A) GLAZED OPENINGS, FIXED
 B) GLAZED OPENINGS, OPERABLE
 C) MULLIONS
 D) EXTERIOR GLAZED DOORS
 E) EXTERIOR HOLLOW METAL DOORS
 F) EXTERIOR ROLL UP DOORS
 G) ROOF ACCESS HATCHES
 H) PANEL WALL SYSTEMS : LOUVERS
 I) PANEL WALL SYSTEMS: EFIS WALL SYSTEMS ( NOT TRIM) J)
 ROOFING SYSTEMS BOTH FOR FLAT ROOF AND TILED SLOPED
 SYSTEMS
  
 27) 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 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 28) 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.
  
 29) 1714.5.5 MULLIONS OCCURRING BETWEEN INDIVIDUAL
 WINDOW AND GLASS DOOR ASSEMBLIES. 1714.5.5.1 MULLIONS.
 MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL
 PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND
 LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL
 BE TESTED BY AN APPROVED TESTING LABORATORY OR BE
 ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
 PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA
 CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND
 1714.5.5.4 .
  
 30) 1714.5.5.2 LOAD TRANSFER. MULLIONS SHALL BE
 DESIGNED TO TRANSFER THE DESIGN PRESSURE LOADS APPLIED
 BY THE WINDOW AND DOOR ASSEMBLIES TO THE ROUGH OPENING
 SUBSTRATE.
  
 1714.5.5.4 STRUCTURAL SAFETY FACTOR.
 MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF
 ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE
 SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL
 STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE
 ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL
 BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT
 DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION
 SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE
 LOAD IS REMOVED.
  
 31) PLEASE REVIEW THE CRITERIA FOR FLAT ROOF PRODUCT
 APPROVAL SUBMITTALS,
 106.1.1.2 FOR ROOFING ASSEMBLIES REQUIRED BY THIS CODE,
 THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE,
 AND DELINEATE THE TYPE OF ROOFING SYSTEMS, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 FLAT ROOF:
 ____ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM WILL
 BE INSTALLED.
  
 ___ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2&3__ .
  
 SINCE THE ROOFING REPORT DOESN?T HAVE THE SUBSYSTEM
 HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED.
  
 ___ 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.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
  
  
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.


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