Plan Review Notes
Plan Review Notes For Permit 06110152
Permit Number 06110152
Review Stop B
Sequence Number 2
Notes
Date Text
2007-06-09 10:50:04 
  
 BUILDING PLAN REVIEW
 PERMIT: 06110152
 ADD: 807 N. FLAGLER DR.
 CONT: ANDERSON-MOORE
 TEL: (561)662-1819
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS TO THE ADMINISTRATIVE
 CODE
  
 2NDREVIEW
 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) BUILDING PROVISO:
 THIS NOTE IS FOR THE CONTRACTOR FOR DURING
 CONSTRUCTION,
 BEING IN THE WPB ADMINISTRATIVE CODE IF THE CONTRACTOR
 DOESN'T COMPLY IT IS
 AN AVENUE THAT CAN BE USED FOR ENFORCEMENT.
 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.
  
 4 )BUILDING PROVISO:
 THIS NOTE IS FOR THE CONTRACTOR FOR DURING
 CONSTRUCTION,
 BEING IN THE WPB ADMINISTRATIVE CODE IF THE CONTRACTOR
  
 DOESN'T COMPLY IT IS AN AVENUE THAT CAN BE USED FOR
 ENFORCEMENT.
 NOTE: 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.
  
 5) 2ND REQUESST,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) COMPLIED.
  
 7) FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED BEFORE
 THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. THE ISSUE
 WITH THE FLOOD ELEVATION CERTIFICATE IS IT WILL BE
 REQUIRED FOR THE "WHOLE BUILDING" BEING THAT THE
 PROPOSED, THE ADDITION IS OVER 50% WORTH OF THE
 EXISTING BUILDING "SUBSTANTIAL IMPROVEMENTS" NEED TO BE
 MET UNDER W. P. B. CODE OD ORDANCES
 CITY CODEARTICLE XVII FLOOD PREVENTION & CONTROL SEE
 ATTACHED DOCUMENT FOR COMPLIANCE. NOTE UNDER SECTION
 94-546(B)(2) NONRESIDENTIAL CONSTRUCTION COMPLIANCE
 THROUGH
 FLOOD PROOFING.SEE THE EXISTING MARGARET TIGHE
 MACHLIN THEATER FINISH FLOOR IS 5.13'N A VD 88. SEE
 CIVIL PLAN C-1. A COPY OF THE CITY ORDANCE IS
 ATTACHED.
  
 8) COMPLIED.
  
 9A) COMPLIED.
  
 9B) COMPLIED.
  
 10)COMPLIED.
  
 11)2ND EQUEST, THE DESIGN ATEMPTED TO CORRECT THE
 PROBLEMS WITH THE TOP LANDING FOUND ON SHEET A4.1.4 BY
 REROUTING THE EGRESS PATH BY MAKING THE EGRESS PATH
 TURN AROUND THE COLUMN. THIS HAS CREATED TWO NEW
 ISSUES:
  
 11A) TOP LANDING AND THE NEWLY CREATED TURN, PLEASE SEE
 11-4.8.4(3)THE KEY IS IF RAMPS CHANGE DIRECTION "AT
 LANDINGS" THE MINIMUM LANDING SIZE SHALL BE 60" X 60".
  
 11B) THE SECOND ISSUE IS THE HAND RAIL AND RETAINING
 WALL DO PASS BY THE TOP OF THE SLOPED PART OF THE RAMP
 BUT WITH THE CHANGE IN DIRECTION AT THETOP LANDING
 THE HANDRAIL DOES STOP BUT THERE IS NO PROTECTION FOR
 EDGE PROTECTION (11-4.8.7) ALLOWING PEOPLE TO SLIP OFF
 THE EDGE.
  
 12)COMPLIED.
  
 13) 13) 2ND REQUEST,AT THIS TIME I WOULD LIKE TO MAKE
 A COMMENT ON THE RESPONCE TO # 14, WE TOTALLY AGREE
 WITH THE FLORIDA ATTORNEY GENERAL ADVISORY LEGAL
 OPINION THAT CHURCHES ARE EXEMPT FORM NOT ONLY ADA BUT
 CHAPTER 11 FLORIDA ACCESSIBILITY CODE, WITH THE
 CLARIFYING STATMENTFL S S 553.505(1995BY CHAP 97-76
 RELIEVED BUILDINGS USED FOR THE COMMUNAL RELIGIOUS
 OBSERVANCES FROM THE ACCESSIBITY REQUIREMENTS OF THIS
 ACT . THIS DID NOT INCLUDE HOSPITALS, SCHOOLS OR
 PORTIONS OF CHUCHES THAT WOULD BE RENTED OUT TO THE
 GENERAL PUBLIC, ONLY THE SANCTUARY, THE PLACE OF
 WORSHIP. PLEASE SEE MEMO DATED 8/16/1998 FROM THE
 ASSISTANT GENERAL COUNSEL ALFRED O. BRAGG, III. A COPY
 IS ATTACHED.
  
 LS2.1.0 THIS PLAN INDICATES THE FIRST FLOOR LEVEL,
 PLANS DO NOT INDICATE WHAT GRADE LEVELS THIS SCHOOL
 WILL BE USED FOR ELEMENTARYM OR MIDDLE SCHOOLS ETC? IT
 COULD BE ASSUMED THAT THERE WILL BE A CHILD DROP OFF
 ZONE, NOT DEPICTED ON THIS PLAN, IF CHILDREN ARE TO BE
 DROPPED OFF THE DROP OFF ZONE SHALL COMPLY WITH :
 11-4.6.6 PASSENGER LOADING ZONES. PASSENGER LOADING
 ZONES SHALL PROVIDE AN ACCESS AISLE AT LEAST 60 INCHES
 (1525 MM) WIDE AND 20 FEET (6096 MM) LONG ADJACENT AND
 PARALLEL TO THE VEHICLE PULL-UP SPACE(SEE FIGURE
 11-10 ). IF THERE ARE CURBS BETWEEN THE ACCESS AISLE
 AND THE VEHICLE PULL-UP SPACE, THEN A CURB RAMP
 COMPLYING WITH SECTION 11-4.7 SHALL BE PROVIDED.
 VEHICLE STANDING SPACES AND ACCESS AISLES SHALL BE
 LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2
 PERCENT) IN ALL DIRECTIONS.
  
 14)COMPLIED.
  
 15) COMPLIED.
  
 16) ENLARGED STAIR PLAN FOUND ON SHEET A4.1.3 THANK YOU
 FOR THE ENLARGED LAYOUT PER FLOOR, THE DOOR SWING OVER
 THE REQUIREDLANDING ON THE SECOND FLOOR,1009.4 SEE
 EXCEPTION# 2. DOORS OPENING ONTO A LANDING SHALL NOT
 REDUCE THE LANDING TO LESS THAN ONE-HALF THE REQUIRED
 WIDTH. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE
 THAN 7 INCHES (178 MM) INTO A LANDING.
  
 17) COMPLIED.
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20) 2ND REQUEST, SHEET A2.2.1 THE CLASSROOM# 3
 INDICATES THE USE OF VERTICAL RISERS, SHOW COMPLIANCE
 WITH VERTICAL ACCESSIBILITY TO ALL LEVELS OF THE
 RISERS?11-4.1.2 VERTICAL ACCESSIBILITY, NOTHING IN
 THIS CODE SHALL BE CONSTRUED TO RELIEVE THE OWNER OF
 ANY BUILDING, SSTRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE OR
 BELOW THE OCCUPIAABLE GRADE LEVEL. PLEAS SEE THE
 ATTACHED MEMO THAT RELIGIOUS SCHOOLS ARE NOT EXEMPT
 FORM CHAPTER 11 FLORIDA ACCESSIBILITY. THE OPTION NOT
 TO PROVIDE VERTICAL ACCESSIBLITY IS TO APPLY TO THE
 STATE DEPARTMENT OF COMMUNITY AFFAIRS FLORIDA BUILDING
 COMMISSION. A COPY IS ATTACHED.
  
 21) 2ND REQUEST, SHEET A2.2.1 CLOSET 224E IS MISSING
 THE 18" ON THE PULL 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.
 OPENINGS MORE THAN 24" IN DEPTH SHALL COMPLY WITH
 SECTIONS 11-4.2.1AND 11-4.3.3. SEE FIGURE
 11-24(E).EXCEPTION: DOORS NOT REQUIRING FULL USER
 PASSAGE, SUCH AS SHALLOW CLOSETS, MAY HAVE THE CLEAR
 OPENINGS REDUCED TO 20 ".
  
 22) 2ND REQUEST, SHEET A2.2.1CLASSROOM# 2 (DRAMA) DOOR
 A/232A ALSO IS MISSING THE 18" ON THE PULL 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.
 THE RESPONSE SHEET INDICATES THAT A FIRE EXTINGUISHER
 IS ON THE ADJACENT WALL SEE SECTION11-4.4 21 11-4.4.1
 GENERAL. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE,
 TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES
 AND 80 INCHES (685 MM AND 2030 MM) ABOVE THE FINISHED
 FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM)
 INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES
 [SEE FIGURE 8 (A)]. OBJECTS MOUNTED WITH THEIR LEADING
 EDGES AT OR BELOW 27 INCHES (685 MM) ABOVE THE FINISHED
 FLOOR MAY PROTRUDE ANY AMOUNT [SEE FIGURE 8 (A) AND
 FIGURE 8 (B)]. FREE-STANDING OBJECTS MOUNTED ON POSTS
 OR PYLONS MAY OVERHANG 12 IN (305 MM) MAXIMUM FROM 27
 INCHES TO 80 INCHES (685 MM TO 2030 MM) ABOVE THE
 GROUND OR FINISHED FLOOR [SEE FIGURE 8 (C) AND FIGURE 8
 (D)]. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR
 WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE [SEE
 FIGURE 8 (E)].
  
 23)2ND REQUEST, SHEET A2.2.1 GYMNASIUM DOES INDICATE
 DISSABLED SEATING ON THE MAIN FLOOR BUT NO SEATING
 ABOVE THE MAIN FLOOR, MISSING VERTICAL ACCESSIBILITY.
 11-4.1.2 VERTICAL ACCESSIBILITY, NOTHING IN THIS CODE
 SHALL BE CONSTRUED TO RELIEVE THE OWNER OF ANY
 BUILDING, STRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE OR
 BELOW THE OCCUPIAABLE GRADE LEVEL. 11-4.33.3 GIVES AN
 EXCEPTION IF THE FLOOR HAS A SLOPED FLOOR GREATER THAN
 5%. THE GYMNASIUM FLOOR HAS NO SLOPE. THE OWNER MAY
 WANT TO APPLY TO THE STATE FOR A VARIANCE TO THE
 VERTICAL ACCESSIBLITY REQUIREMENTS.RESPONSE
 INDICATES REFRENENCE TO FLORIDA ATTORNEY GENERAL
 STATEMENT ON CHURCHES. WE TOTALLY AGREE WITH THE
 FLORIDA ATTORNEY GENERAL ADVISORY LEGAL OPINION THAT
 CHURCHES ARE EXEMPT FORM NOT ONLY ADA BUT CHAPTER 11
 FLORIDA ACCESSIBILITY CODE, WITH THE CLARIFYING
 STATMENTFL S S 553.505(1995BY CHAP 97-76 RELIEVED
 BUILDINGS USED FOR THE COMMUNAL RELIGIOUS OBSERVANCES
 FROM THE ACCESSIBITY REQUIREMENTS OF THIS ACT . THIS
 DID NOT INCLUDE HOSPITALS, SCHOOLS OR PORTIONS OF
 CHUCHES THAT WOULD BE RENTED OUT TO THE GENERAL PUBLIC,
 ONLY THE SANCTUARY, THE PLACE OF WORSHIP. PLEASE SEE
 MEMO DATED 8/16/1998 FROM THE ASSISTANT GENERAL COUNSEL
 ALFRED O. BRAGG, III. A COPY IS ATTACHED.
 THE OPTION NOT TO PROVIDE VERTICAL ACCESSIBLITY IS TO
 APPLY TO THE STATE DEPARTMENT OF COMMUNITY AFFAIRS
 FLORIDA BUILDING COMMISSION. A COPY IS ATTACHED.
  
 24)2ND REQUEST,SHEET A3.2.1 DETAIL# 3,A 5.1.3
 DETAIL# 2 & S-8 DETAIL# 3 ALL INDICATETHAT THERE IS 2
 LAYERS OF SHEATHING ON TOP OF METAL DECK CONTNECTED TO
 METAL TRUSSES.
 IN ALL CASES THERE IS NO MENTION AS TO WHAT TYPE OF
 MATERIAL WILL MAKE UP THE 2 LAYERS OF ROOF SHEATHING?
 106.2.1*. ADDITIONAL INFORMATION REQUIRED.NOTED THE
 RESPONSE:SEE SPECIFICATIONS SECTION 06160-
 SHEATHING, WITHOUT THE PRODUCT APPROVALS THAT ARE TO BE
 SUPPLIED BY THE CONTRACTOR, WE DO NOT KNOW IF ONE OD
 THE DENSE DECK PRODUCTS CAN BE USED, SECOND IF IT WILL
 ALLOW THE ENHANCEDFASTENING THAT WILL BE NEEDED ON
 ZONES 2 & 3 AND THE THIRD AREA OF CONCERN WAS THERE ARE
 2 LAYERS OF SHEATHING , I'M ONLY ASSUMING THIS SECOND
 LAYER WOULD BETHE
 ROOF INSULATION SINCE THE PLANS DO NOT SHOW IT AT A
 LOWER LEVEL. AGAIN THE ROOFING REPORT AND THE SUBSYSTEM
 THAT HAS NOT YET BEEN IDENTIED WILL INDICATE THESE
 UNKNOWNS. SEE ROOFING ASSEMBLIES LISTED UNDER COMMENT
 (31I).
  
 25)2ND REQUEST,SHEET A5.1.1:PLANS INDICATE ON THE
 EXTERIOR OF THE BUILDING MOULDINGS AT VARIOUS AREAS,
 PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE TYPE OF
 MOULDING AND ATTACHMENT. 1406.2.2 ARCHITECTURAL TRIM.
 IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION
 THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM)
 IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS
 SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE
 PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT
 COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL
 COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD
 COMPLYING WITH SECTION 2303.2 FOR EXTERIOR
 INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN
 EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION
 DISTANCE IS 5 FEET (1524 MM) OR LESS. 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.
 POLYURETHANE- ETYMOLOGY: INTERNATIONAL SCIENTIFIC
 VOCABULARY : ANY OF VARIOUS POLYMERS THAT CONTAIN NHCOO
 LINKAGES AND ARE USED ESPECIALLY IN FLEXIBLE AND RIGID
 FOAMS, ELASTOMERS, AND RESINS (AS FOR COATINGS)PLEASE
 SEE WE NEED TO SEE A REPORT THAT THIS PRODUCT MEETS THE
 TEST OF NONCOMBUSTIBILITY AND FOR WIND, (2) SEPERATE
 REPORTS.
 703.4 NONCOMBUSTIBILITY TESTS.
 THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2
 SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING
 MATERIALS AS SET FORTH IN SECTIONS 602.2 , 602.3 AND
 602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM
 ?NONCOMBUSTIBLE? DOES NOT APPLY TO THE FLAME SPREAD
 CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A
 MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE
 BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN
 INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE
 LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF
 AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS. 703.4.1
 ELEMENTARY MATERIALS.
 MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED
 IN ACCORDANCE WITH ASTM E 136.
  
 703.4.2 COMPOSITE MATERIALS.
 MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE
 MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION
 703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18
 MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER
 THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL
 BE ACCEPTABLE AS NONCOMBUSTIBLE MATERIALS.
  
 25B)2ND REQUEST, BAR JOIST ALSO INDICATE SPRAY ON
 FIREPROOFING, PLEASE PROVIDE THE MANUFACTURER'S
 ADDITIONAL INFORMATION AS TO THE PRODUCT INFORMATION,
 106.2.1*
 TABLE 601 BUILDING ELEMENT RATINGS FOR A TYPE IIA
 BUILDING.
  
 25C)2ND REQUEST, PLANS ALSO INDICATE THE USE OF 12"
 BLOCK WITH FOAM IN PLACE INFORMATION, PLEASE PROVIDE
 PRODUCT INFORMATION, 106.2.1*. RESPONSE INDICATES SEE
 SPECS 7215. PLEASE PROVIDE THE MANUFSTURER'S COMPLIANCE
 WITH 1.4 SEEFETY PRECAUTIONS MEETING THE REQUIREMENTS
 OF ASTM C 930. ALSO PROVIDE AT WHAT DENSITY THE FOAM
 WILL BE USED TO PROVIDE WHAT R-FACTOR. ALSO PROVIDE THE
 FIRE PROTECTION CHARACTERISTICS OF BEING EEITHER SELF
 EXTINGUISHING OR NON-COMBUSTIBLE.
  
 26)2ND REQUEST,A5.2.1 PLEASE PROVIDE A CROSS
 SECTION OF THE SPANDREL GLASS AND SLAB DETAIL PROVIDING
 INFORMATION AS TO FIRE RATING AND MATERIALS USED TO DO
 SO. PLEASE ALSOPROVIDE THE UL LISTING FOR THIS
 HORIZONTAL FLOOR ASSEMBLY. 711.3 FIRE RESISTANCE
 RATING. THE RESPONSE DOES PROVIDE A NEW DETAIL , DETAIL
 27/ A6.1.2 BUT THERE IS NO FIRE ASSMBLY LISTING
 PROVIDED.
  
 27)COMPLIED.
  
 28)COMPLIED.
  
 29) 2ND REQUEST,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.
  
 30)2ND REQUEST, 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
  
 31)2ND REQUEST,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)
 EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRSB)
 EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRSC)
 ROOF HATCHES
 D) FIXED WINDOWS
 E) OPERTABLE WINDOWS
 F) SPANDREL GLASS
 G) MULLIONS VERTICAL AND HORIZONTAL
 H) WALL LOUVERS
 I) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS
 MODIFIED,
 J) STRUCTURAL ANCHORS TRUSS ANCHORS
 ROOF TILE AND ASSEMBLIES.
 THIS INFORMATION WILL BE NEEDED FOR A REVIEW OF ROOFING
 PRODUCTS:
 THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN
  
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 ___ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 ___ 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.
  
 32) 2ND REQUEST, W P B ADMINISTRTIVE CODE 106.3.3*
 PRODUCT APPROVALS. THOSE PRODUCTS 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.
  
 33) COMPLIED.
  
 34) COMPLIED.
  
 35)2ND REQUEST,A9.1.1500 SERIES CONCRETE MASONARY
 UNITS VARIOUS SHEETS INDICATE THE BLOCK TO BE PART OF A
 RATED ASSEMBLY, BUT THERE IS NO INFORMATION HOW THE 1
 HR RATING WILL BE MAINTAINED WHEN ADJOINING TO PAN
 DECK? SECTION 713.1 FIRE RESISTANT JOINT SYSTEMS PLEASE
 PROVIDE THE U L LISTING.
  
 713.1 GENERAL. JOINTS INSTALLED IN OR BETWEEN
 FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING
 ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL
 BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME
 PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE
 RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH
 IT IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS SHALL BE
 TESTED IN ACCORDANCE WITH SECTION 713.3 . THE VOID
 CREATED AT THE INTERSECTION OF A FLOOR/CEILING ASSEMBLY
 AND AN EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 713.4 .
  
 713.3 FIRE TEST CRITERIA.
  
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E 1966
 OR UL 2079. NONSYMMETRICAL WALL JOINT SYSTEMS SHALL BE
 TESTED WITH BOTH FACES EXPOSED TO THE FURNACE, AND THE
 ASSIGNED FIRE-RESISTANCE RATING SHALL BE THE SHORTEST
 DURATION OBTAINED FROM THE TWO TESTS. WHEN EVIDENCE IS
 FURNISHED TO SHOW THAT THE WALL WAS TESTED WITH THE
 LEAST FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE,
 SUBJECT TO ACCEPTANCE OF THE BUILDING OFFICIAL, THE
 WALL NEED NOT BE SUBJECTED TO TESTS FROM THE OPPOSITE
 SIDE.
 EXCEPTION: FOR EXTERIOR WALLS WITH A HORIZONTAL FIRE
 SEPARATION DISTANCE GREATER THAN 5 FEET (1524 MM), THE
 JOINT SYSTEM SHALL BE REQUIRED TO BE TESTED FOR
 INTERIOR FIRE EXPOSURE ONLY.
  
 713.4 EXTERIOR CURTAIN WALL/FLOOR INTERSECTION. WHERE
 FIRE- RESISTANCE-RATED FLOOR OR FLOOR/CEILING
 ASSEMBLIES ARE REQUIRED, VOIDS CREATED AT THE
 INTERSECTION OF THE EXTERIOR CURTAIN WALL ASSEMBLIES
 AND SUCH FLOOR ASSEMBLIES SHALL BE SEALED WITH AN
 APPROVED MATERIAL OR SYSTEM TO PREVENT THE INTERIOR
 VERTICAL SPREAD OF FIRE. SUCH MATERIAL OR SYSTEMS SHALL
 BE SECURELY INSTALLED AND CAPABLE OF PREVENTING THE
 PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE
 COTTON WASTE WHERE SUBJECTED TO ASTM E 119
 TIME-TEMPERATURE FIRE CONDITIONS UNDER A MINIMUM
 POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER
 (2.49 PA) FOR THE TIME PERIOD AT LEAST EQUAL TO THE
 FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY. HEIGHT
 AND FIRE-RESISTANCE REQUIREMENTS FOR CURTAIN WALL
 SPANDRELS SHALL COMPLY WITH SECTION 704.9 .
  
 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.
  
 37)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 601
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT
 APPLICABLE.
  
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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