Plan Review Details - Permit 05080676
Plan Review Stops For Permit 05080676
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-04-15 Cont ID  
Sent By jwitmer Date 2006-04-15 Time 10:34 Rev Time 3.33
Received By jwitmer Date 2006-04-15 Time 10:30 Sent To  
Notes
2006-04-15 00:00:0026204717
 BUILDING PLAN REVIEW
 PERMIT: 05080676
 ADD: 719 EXECUTIVE CENTER DR
 (TOWNHOUSE #7)
 CONT: THE WEITZ CO.
 TEL: (561)686-5511
 CELL:(954)675-4302
  
 ARCHITECT: ACI ARCHITECRTURALGROUP
 PAUL M. TWITTY
 TEL:(561)832-5599
 STRUC ENGINEER: ONM&J
 PHILLIP RIZZO
 TEL:(561)835-9994
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1)*******IMPORTANT NOTE IGNORED*******
 2ND REQUEST,
 EITHER THE CONTRACTOR OR DESIGN
 PROFESSIONAL HAS TO TAKE RESPONSIBILITY
 FOR THIS PROJECT AND COMPLY WITH THIS
 REQUEST, REMOVE ALL VOIDED SHEETS FROM
 THE PERMIT DOCUMENT.
 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) NOTE: 105.8*/ 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.
  
 3A)109.3.7*THIS PARTICUAL TYPE OF
 BUILDING WILL REQUIRE A SPECIAL
 INSPECTOR, FOR THE MID RISE AND HIGH
 RISE A THRESHOLD INSPECTOR SHALL BE
 REQUIRED, WILL THIS BE THE SAME PERSON
 OR WILL THERE BE TWO INDIVIDUALS?
 FORMS WILL NEED TO BE FILLED OUT FOR THE
 SPECIAL INSPECTOR, CONTACT HAROLD
 PISKURA, INSPECTION SERVICES MANAGER @
 (561)805-6711 TO SEET UP AN APPOINTMENT.
 3B) SINCE THERE WILL BE A ON SITE
 INSPECTOR (3)
  
  
 4) 2ND REQUEST, 106.3.3* PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITTING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR " JURISDICTIONAL APPROVAL", (LOCAL
 PRODUCT APPROVAL).
  
 5) 2ND REQUEST, SITE PLAN NEEDS TO BE
 SUBMITTED TO ADDRESSING PERSONEL LILI
 URSA FOR ADDRESSING AS WELL AS NEW PLAT
 MAP FOR THE COMBINATION OF LOTS. LILI
 URSA CONTACT NUMBER IS (561)822-1239.
  
 6) THE TERM TOWNHOUSE TO DESCRIBE THIS
 TYPE OF BUILDING RAISES CONCERNS:
 6A) 2ND REQUEST, THE DEFINITION USED
 UNDER THE 2004 FL BLDG CODE IS LOCATED
 UNDER 705.4.1.1. WHICH REQUIRES ZERO
 CLEARENCE FROM PROPERTY LINES. REMOVE
 THIS TERM FROM ALL DOCUMENTS SUBMITTED
 FOR PERMITTING. THE TERM TOWNHOUSE WILL
 NOT BE ON ANY DOCUMENT UNLESS IT MEETS
 THE 2004 FBC, CHAPTER 2, DEFINITION OF
 "TOWNHOUSE".
  
 6B) THERE IS A DISCREPANCY IN THE PLANS
 SINCE THE BOUNDRY SURVEY FOR PARCEL# 7,
 ONLY INDICATES 2 LOTS PARCEL 1&2. FOR
 TOWNHOUSES EACH UNIT WILL REQUIRE
 INDIVIDUAL PROPERTY CONTROL NUMBERS
 WITH ASSOCIATED PROPERTY LINE.DO NOT USE
 THE TERM TOWNHOUSE UNLESS THERE WILL BE
 SEPERATE AND INDIVIDUAL LOTS FOR EACH
 UNIT. DEFINITION OF "TOWNHOUSE 2004 FBC,
 CHAPTER 2, DEFINITIONS.
  
 6C) 2ND REQUEST,THE SURVEY DOES SHOW 2
 SEPERATE LOTS
 WHICH APPEAR TO CUT THROUGH BULDING "B"
 AND BUILDING "C". A UNITY OF TITLE SHALL
 BE REQUIRED, TABLE 601 AND 602.
  
 6D) 2ND REQUEST, THERE IS ANOTHER
 DISCREPANCY IN HOW
 THE BUILDINGS ARE DESCIBED. PLANS
 INDICATE BUILDINGS A-G, WHERE AS THE
 APPLICATION DESCIPTION IS "TOWNHOUSE
 # 7".
  
 7)2ND REQUEST,
 ENERGY COMPLIANCE FORMS:
 7A) REMOVE THE WORDING "TOWNHOMES"
 7B) UPDATE FORM TO FORM 600A-04
 7C) LINE# 3 CORRECT FROM SINGLE FAMILY
 TO MULTI-FAMILY, 13-101.2,SUBCHAPTER
 13-6, RESIDENTIAL BUILDINGS COMPLIANCE
 METHODS. SINGLE-FAMILY RESIDENTIAL
 BUILDINGS AND MULTIPLE-FAMILY BUILDINGS
 OF THREE STORIES OR LESS SHALL COMPLY
 WITH THIS CHAPTER OF THE CODE.
 7D) CORRECTTHE CLIMATE ZONE BOX FOR
 PALM BEACH COUNTY.
  
 8) COMPLIED.
  
 9A)2ND REQUEST, RESPONCE SEE
 SPECIFICATIONS, WHERE? SHEET A5.1.2 WALL
 SECTIONS DOESN'T INDICATE WHAT TYPE OF
 TERMITE TREATMENT FOR SOILS WILL BE
 USED, SEE 1816.1. 9B) THIS SAME SHEET
 INDICATES THE USE OF A VAPOR BARRIER,
 MUST BE A MINIMUM OF 6 MIL TO BE USED
 WITH CHEMICALLY TREATED TERMITE
 TREATMENT FOR SOILS BENEATH SLAB.
 1806.1.4. SEE SOILS REPORT
 RECOMMENDATION OF 10 MIL POLY, (8.4.2)
 9C) 1816.1.6 IF SOIL TREATMENT IS USED
 FOR SUBTERRANEAN TERMITE PREVENTION,
 CHEMICAL SOIL TREATMENT SHALL BE APPLIED
 UNDER ALL EXTERIOR CONCRETE OR GRADE
 WITHIN 1 FT OF THE PRIMARY STRUCTURE
 SIDEWALLS.
  
 10) SHEET A6.1.1:
 10A)10A) 1203.2.ATTIC SPACE. TRUE THIS
 SPACE IS NOT ATTIC SPACE. 1203.1 SEE
 CODE COMMENTARY ABOUT THIS TYPE OF USAGE
 OR SPACE.EVERY ROOM OR SPACE MUST BE
 PROVIDED WITH VENTILATION. THE SELECTION
 OF NATURAL VENTILATION ON A ROOM BY ROOM
 OR SPACE BY SPACE IS THE DESIGNER'S
 PREROGATIVE. INDICATE HOW VENTILATION
 WILL BE ACCOLPLISHED, BY TRANSFER
 GRILLES, ETC?
  
 10B) 2ND REQUEST, DETAIL# 8 DOESN'T
 MATCH SHEET A3.2.1OR VARIOUS CUT
 SECTIONS THROUGH THE ROOF SHEATHING, THE
 PLANS REVEAL 2 THICKNESSES OF SHEATHING
 &USE OF 1/2" THICK HIGH DENSITY
 SUBTRATE, PLEAASE CORRECT ALL DETAILS TO
 THE SAME THICKNESS AND COMPLY WITH
 TABLE2304.7(5)
  
 10C) 2ND REQUEST. DETAIL# 8 WAS
 CORRECTED, DETAIL# 9 STILL INDICATES
 HIGH DENSITY SUBSTRATE. TABLE 2304.7(5)
 FOOTNOTE (A) PLYWOOD STRUCTURAL PANELS
 ARE 5-PLY, 5LAYER UNLESS OTHERWISE
 NOTED. CHANGE IN FOOTNOTE NEW YELLOW
 PAGES.
  
 10D) COMPLIED.
  
 10E)2ND REQUEST, THIS IS FOR FIRE
 STOPPING,I AMNOT ASKING FOR DRAFT
 STOPPING UNDER THIS CODE ARTICLE!!!!!
 MISSING EXT WALL AND FLOOR TRUSS
 MISSING THE FIRESTOPPING SEPERATING
 VERTICAL & HORIZONTAL AREAS.717.2.3
 DETAIL# 11 MISSING FIRE STOPPING AT TOP
 OF WALL TO ROOF TRUSSES.717.2.3
 CONNECTIONS BETWEEN HORIZONTAL AND
 VERTICAL SPACES. FIREBLOCKING SHALL BE
 PROVIDED AT INTERCONNECTIONS BETWEEN
 CONCEALED VERTICAL STUD WALL OR
 PARTITION SPACES AND CONCEALED
 HORIZONTAL SPACES CREATED BY AN ASSEMBLY
 OF FLOOR JOISTS OR TRUSSES, AND BETWEEN
 CONCEALED VERTICAL AND HORIZONTAL SPACES
 SUCH AS OCCUR AT SOFFITS, DROP CEILINGS,
 COVE CEILINGS AND SIMILAR LOCATIONS.
  
 717.2.1 FIREBLOCKING MATERIALS.
 FIREBLOCKING SHALL CONSIST OF 2-INCH (51
 MM) NOMINAL LUMBER OR TWO THICKNESSES OF
 1-INCH (25 MM) NOMINAL LUMBER WITH
 BROKEN LAP JOINTS OR ONE THICKNESS OF
 0.719-INCH (18.3 MM) WOOD STRUCTURAL
 PANEL WITH JOINTS BACKED BY 0.719-INCH
 (18.3 MM) WOOD STRUCTURAL PANEL OR ONE
 THICKNESS OF 0.75-INCH (19 MM)
 PARTICLEBOARD WITH JOINTS BACKED BY
 0.75-INCH (19 MM) PARTICLEBOARD. GYPSUM
 BOARD, CEMENT FIBER BOARD, BATTS OR
 BLANKETS OF MINERAL WOOL OR GLASS FIBER
 OR OTHER APPROVED MATERIALS INSTALLED IN
 SUCH A MANNER AS TO BE SECURELY RETAINED
 IN PLACE SHALL BE PERMITTED AS AN
 ACCEPTABLE FIREBLOCK. BATTS OR BLANKETS
 OF MINERAL OR GLASS FIBER OR OTHER
 APPROVED NONRIGID MATERIALS SHALL BE
 PERMITTED FOR COMPLIANCE WITH THE
 10-FOOT (3048 MM) HORIZONTAL
 FIREBLOCKING IN WALLS CONSTRUCTED USING
 PARALLEL ROWS OF STUDS OR STAGGERED
 STUDS. LOOSE-FILL INSULATION MATERIAL
 SHALL NOT BE USED AS A FIREBLOCK UNLESS
 SPECIFICALLY TESTED IN THE FORM AND
 MANNER INTENDED FOR USE TO DEMONSTRATE
 ITS ABILITY TO REMAIN IN PLACE AND TO
 RETARD THE SPREAD OF FIRE AND HOT GASES.
 THE INTEGRITY OF FIREBLOCKS SHALL BE
 MAINTAINED.
  
  
 10F)2ND REQUEST,PROVIDE A READABLE
 DOCUMENT NOT A REDUCED 1/2 SHEET COPY.
 DETAIL # 17 INDICATES THE USE OFA
 MUD DOWN ROOF TILE SYSTEM. PROVIDE A FL
 STATE APPROVAL COVERSHEET WITH THE
 ASSOCIATED NOA REPORT. ALSO PROVIDE THE
 TYPE OF UNDERLAYMENT TO BE USED.
 THE DOCUMENT SUBMITTED IS SBS MODIFIED
 BITUMEN OVERLIGHT WEIGHT CONCRETE
 DECK, WHEERE IS THIS TO BE USED??????
  
 10G) NEW COMMENT, DEALS WITH HIP AND
 RIDGE ATTACHMENT, 1507.3.7 ATTACHMENT &
 1507.3.8 APPLICATION BOTH TO BE IN
 ACCORDANCE WITH FRSA/ TRI 07320, THE
 NEWEST STANDARD 08-05.SEE TABLE 11 FOR
 NUMBER OF CLIPS, SPACING AND FASTENERS.
 PROVIDE INFORMATION ON DOCUMENT.
  
 11) SHEET A4.1.1:
 11A)2ND REQUEST, PLANS DO NOT REFLECT
 THEREQUIREMENTS FOR DRAFTSTOPPING,
 SEE SECTIONS: 717.3.2 FOR FLOOR/ CEILING
  
 ASSEMBLIES & 717.4 FOR IN ATTICS. NOTE
 THE SLEEPING UNIT SEPERATION.
 717.3.2 GROUPS R-1, R-2, R-3 AND R-4.
 DRAFTSTOPPING SHALL BE PROVIDED IN
 FLOOR/CEILING SPACES IN GROUP R-1
 BUILDINGS, IN GROUP R-2 BUILDINGS AS
 APPLICABLE IN SECTION 101.2 WITH THREE
 OR MORE DWELLING UNITS, IN GROUP R-3
 BUILDINGS AS APPLICABLE IN SECTION 101.2
 WITH TWO DWELLING UNITS AND IN GROUP R-4
 BUILDINGS. DRAFTSTOPPING SHALL BE
 LOCATED ABOVE AND IN LINE WITH THE
 DWELLING UNIT AND SLEEPING UNIT
 SEPARATIONS.
  
 717.4.2 GROUPS R-1 AND R-2.
 DRAFTSTOPPING SHALL BE PROVIDED IN
 ATTICS, MANSARDS, OVERHANGS OR OTHER
 CONCEALED ROOF SPACES OF GROUP R-2
 BUILDINGS WITH THREE OR MORE DWELLING
 UNITS AND IN ALL GROUP R-1 BUILDINGS.
 DRAFTSTOPPING SHALL BE INSTALLED ABOVE,
 AND IN LINE WITH, SLEEPING UNIT AND
 DWELLING UNIT SEPARATION WALLS THAT DO
 NOT EXTEND TO THE UNDERSIDE OF THE ROOF
 SHEATHING ABOVE.
 EXCEPTIONS:
 1.WHERE CORRIDOR WALLS PROVIDE A
 SLEEPING UNIT OR DWELLING UNIT
 SEPARATION, DRAFTSTOPPING SHALL ONLY BE
 REQUIRED ABOVE ONE OF THE CORRIDOR
 WALLS.
 2.DRAFTSTOPPING IS NOT REQUIRED IN
 BUILDINGS EQUIPPED THROUGHOUT WITH AN
 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH SECTION 903.3.1.1 .
 3.IN OCCUPANCIES IN GROUP R-2 THAT
 DO NOT EXCEED FOUR STORIES IN HEIGHT,
 THE ATTIC SPACE SHALL BE SUBDIVIDED BY
 DRAFTSTOPS INTO AREAS NOT EXCEEDING
 3,000 SQUARE FEET (279 M 2 ) OR ABOVE
 EVERY TWO DWELLING UNITS, WHICHEVER IS
 SMALLER.
  
 717.4.1 DRAFTSTOPPING MATERIALS.
 MATERIALS UTILIZED FOR DRAFTSTOPPING OF
 ATTIC SPACES SHALL COMPLY WITH SECTION
 717.3.1 .
  
 11B)2ND REQUEST, RESPONCE SEE 10E,
 QUOTED THE WRONG RESPONCE SHOULD BE 10A.
  
 THE TERM ATTIC WILL NOT BE USED, UNDER
 WHAT METHOD WILL ACCESS BE GRANTED FOR
 THE USABLE SPACE ABOVE THE CEILING ?
 FLOOR AREA, GROSS.DEFINITION OF : THE
 FLOOR AREA WITHIN THE INSIDE PERIMETER
 OF THE EXTERIOR WALLS OF THE BUILDING
 UNDER CONSIDERATION, EXCLUSIVE OF VENT
 SHAFTS AND COURTS, WITHOUT DEDUCTION FOR
 CORRIDORS, STAIRWAYS, CLOSETS, THE
 THICKNESS OF INTERIOR WALLS, COLUMNS OR
 OTHER FEATURES. THE FLOOR AREA OF A
 BUILDING, OR PORTION THEREOF, NOT
 PROVIDED WITH SURROUNDING EXTERIOR WALLS
 SHALL BE THE USABLE AREA UNDER THE
 HORIZONTAL PROJECTION OF THE ROOF OR
 FLOOR ABOVE. THE GROSS FLOOR AREA SHALL
 NOT INCLUDE SHAFTS WITH NO OPENINGS OR
 INTERIOR COURTS.
 13-02 DEFINITIONS:ADJACENT WALL,
 CEILING OR FLOOR. A WALL, CEILING OR
 FLOOR OF A STRUCTURE THAT SEPARATES
 CONDITIONED SPACE FROM ENCLOSED BUT
 UNCONDITIONED SPACE , SUCH AS AN
 UNCONDITIONED ATTACHED GARAGE, STORAGE
 OR UTILITY ROOM.
 COMPLIED SHEET A4.11 DETAIL 4.
  
 12A)2ND REQUEST. SHEET A4.1.1 TH-7 THE
 SECOND FLOOR BEDROOM# 2 WINDOWS LABELED
 "D" ARE EMERGENCY EGRESS WINDOWS
 REQUIRING 5.7 SQ FT CLEAR OPENING OF
 VENT OPENING 1025.2. SHEET A7.3.1 WINDOW
 TYPE "D" OPEN VENT 2.33'X 2.25'=5.24'
 NOT 5.7 SQ FT FOR 2ND STORY EGRESS
 WINDOW.
  
 121B)2ND REQUEST, LOOKING AT THE PRODUCT
 APPROVAL SUBMITTED,R C ALUMINIUM
 03-12.16.04 THE WINDOW WIDTH IS 24" OR
 30" NOT 28" AS LISTED ON A.7.3.1.
  
 12C) 2ND REQUEST A4.1.1, A4.2.1 NOR
 A7.3.1. DO NOT INDICATE THE USEOF
 LARGE MISSLE TESTED GLAZING IN THE
 WINDOWS OR DOORS.RESPONCE SEE
 SPECIFICATIONS, WHERE?
  
 12D) 2ND REQUEST SEE (12B) FOR
 DISCREPANCY IN PLANS VS PRODUCT
 APPROVAL. NOTE FOR THE 3 BEDROOM UNIT
 THEEGRESS WINDOWS CURRENTLY WORK BUT
 WHEN THEY ARE RESIZED TO THE
 MANUFACTURERS SIZES THEY MAY NOT MAKE
 THE 5.7 SQ FT.1
  
 13) 2ND REQUEST, INDICATE WHERE RESPONCE
 CAN BE FOUND, M7.1 DETAIL# 5 AHU DETAIL#
 CONDENSING UNIT . P2.1.1 CONDENSATE
 DRAINS: 1503.6 PROTECTION AGAINST DECAY
 & TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 14A)COMPLIED.
  
 14B)COMPLIED.
  
 15A) COMPLIED.
  
 15B)COMPLIED.
  
 16) COMPLIED.
  
 17A)COMPLIED.
  
 17B) COMPLIED.
  
 18) COMPLIED.
  
 19)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
  
  
  
 20) 2ND REQUEST,
 PRODUCT APPROVALS SUBMITED ARE FORBOTH
 LARGE AND REPORTS FOR
 SMALL MISSLE IMPACT GLAZING. GLAZED
 OPENINGS ZERO -30 FT REQUIRE LARGE
 MISSLE IMPACT GLAZING, OR SHUTTERS.
 SINCE THIS IS CONDOS AND A LARGE PROJECT
 IF SHUTTERS ARE TO BE USED APPROVAL FROM
 THE BUILDING OFFIICAL WILL BE REQUIRED.
 SEE THE BUILDING OFFICIALS
 INTERPRETATION OF CODE. SEE QUESTION 13
 & 14 OF INTERPRETATION OF STANDARDS.
 ****************************
 (13) RECOGNIZING SUCH CONCERNS AS
 ABSENTEE OWNERS, OR CASES WHERE LONGER
 TIME & EFFORT IS NECESSARY TO SECURE
 SHUTTERS ON LARGE OR MULTI-STORY
 BUILDINGS, WHAT MEASURES ARE BEING
 RECOMMENDED OR IMPLEMENTED TO ENSURE
 THAT COMPLETE INSTALLATION OR SECURING
 IS DONE SUFFICIENTLY IN ADVANCE OF THE
 HURRICANE EVENT?
 (13) ANSWER: IN MATTERS CONCERNING
 PUBLIC SAFETY, HEALTH, AND THE GENERAL
 WELFARE NOT SPECIFICALLY ADDRESSED IN
 THE CODE SECTION 104.1* FLORIDA BUILDING
 CODE, 2004 EDITION, PROVIDES THE ABILITY
 FOR THE BUILDING OFFICIAL TO IMPLEMENT
 REQUIREMENTS FOR ENSURING STABILITY,
 STRENGTH, AND PROPER OPERATION OF
 EXISTING & NEW BUILDINGS.
 IN ORDER TO ASSURE THE SECURING OF
 SHUTTERS ON LARGE OR MULTI-STORY
 BUILDING, OR MULTIPLE BUILDINGS ON THE
 SAME PROPERTY, PRE-STORM PREPARATION
 PLANS MUST BE SUBMITTED BY THE PROPERTY
 OWNERS OR MANAGING AGENTS FOR REVIEW BY
 THE CONSTRUCTION SERVICES DEPARTMENT.
 ANY SUCH PLAN SHALL INCLUDE, AT A
 MINIMUM, ON-SITE LOCATION OF SHUTTERS,
 PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS (SAID PARTIES MUST BE LOCATED
 WITHIN PALM BEACH COUNTY), TOTAL NUMBER
 OF OPENINGS TO BE PROTECTED AND TOTAL
 TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE
 ACCOMPLISHED WITHIN TWELVE (12) HOURS OR
 LESS OF THE OFFICIAL NOTIFICATION BY THE
 NATIONAL WEATHER SERVICE OF A HURRICANE
 WATCH.
 PROVISIONS IN THE BUILDING CODES
 (AND THIS STANDARD) ARE NOT INTENDED TO
 PROHIBIT THE USE OF ALTERNATIVE
 MATERIALS AND METHODS, AND ALLOW THE
 BUILDING OFFICIAL TO REVIEW AND APPROVE
 ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY
 PRESCRIBED BY CODE. BASED UPON THIS CODE
 PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON
 A CASE-BY-CASE BASIS AND SHALL REQUIRE
 SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING
 THE ALTERNATE.
  
 (14)ARE REMOVABLE STORM PANELS
 APPROPRIATE FOR USE ON VERY LARGE, MID
 OR HIGH-RISE STRUCTURES?
 (14) ANSWERS: NO, EXCEPT ON THE
 GROUND FLOOR. ON COMMERCIAL AND
 MULTI-UNIT RESIDENTIAL STRUCTURES, ABOVE
 THE FIRST LEVEL, IMPACT RESISTANT
 GLAZING OR PERMANENTLY AFFIXED
 PROTECTIVE DEVICES SHALL BE INSTALLED.
 PERMANENTLY AFFIXED PROTECTIVE DEVICES
 SHALL REQUIRE THE WRITTEN APPROVAL OF
 THE BUILDING OFFICIAL.
 **************************
  
  
 21) FL BLD CODE 1609.6.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A)FRONT ENTRY DOOR
 B) LOUVER DOOR
 C) TRUSS ANCHORS
 D) STORM SHUTTERS
 E) ROOFING ASSEMBLIES
  
 22)2ND REQUEST, RESPONCE A5.1.2 NOTED
 THIS SHEET CONTAINS SOME OF THE
 INFORMATION REQUIRED.
  
 THE CONTRACTOR FAILED TO SUBMIT A
 ROOFING PRODUCT APPROVAL WITH THE
 ASSOCIATED FL COVER SHEET FOR
 UNDERLAYMENT. THERE ARE VARIOUS TYPE OF
 UNDERLAYMENT AND THE TILE REPORTS
 INDICATE WHICH UNDERLAYMENTS ARE
 APPROVED TO WORK WITH THE CAP SHEET.
  
 CAP SHEET: THE REPORTSUBMITTED WAS
 REDUCED TO 1/2 THE SHEET. BARELY
 READABLE. WRONG REPORT WAS SUBMITTED. IS
 FOR SBS MODIFIED OVER LIGHT WEIGHT
 CONCRETE DECK.
  
 ROOF TILE, NO REPORT WAS SUBMITTED.
  
 _X__ WRONG REPORT.
 _X__ TYPE OF UNDERLAYMENT TO BE USED.
 _X__ TYPE OF TILE TO BE USED.
 _X__ TYPE OF FASTENING SYSTEM.
 _X__ REPORT SUBMITTED TO SMALL TO READ.
  
 23)2ND REQUEST,
 BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH CO.,THE PERMIT PLANS STAMPED BY
 THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-10-05 Cont ID  
Sent By jwitmer Date 2005-10-05 Time 11:24 Rev Time 22.88
Received By jwitmer Date 2005-10-05 Time 11:24 Sent To  
Notes
2005-10-05 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05080676
 ADD: 719 EXECUTIVE CENTER DR
 (TOWNHOUSE #7)
 CONT: THE WEITZ CO.
 TEL: (561)686-5511
 CELL:(954)675-4302
  
 ARCHITECT: ACI ARCHITECRTURALGROUP
 PAUL M. TWITTY
 TEL:(561)832-5599
 STRUC ENGINEER: ONM&J
 PHILLIP RIZZO
 TEL:(561)835-9994
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) 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) 105.8* PROVIDE NOC RECORDED WITH THE
 CLERK OF COURT BEFORE A PERMIT CAN BE
 ISSUED.
  
 3A)109.3.7*THIS PARTICUAL TYPE OF
 BUILDING WILL REQUIRE A SPECIAL
 INSPECTOR, FOR THE MID RISE AND HIGH
 RISE A THRESHOLD INSPECTOR SHALL BE
 REQUIRED, WILL THIS BE THE SAME PERSON
 OR WILL THERE BE TWO INDIVIDUALS?
 FORMS WILL NEED TO BE FILLED OUT FOR THE
 SPECIAL INSPECTOR, CONTACT HAROLD
 PISKURA, INSPECTION SERVICES MANAGER @
 (561)805-6711 TO SEET UP AN APPOINTMENT.
 3B) SINCE THERE WILL BE A ON SITE
 INSPECTOR (3)
  
  
 4) 106.3.3* PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY DCA RULE
 9B-72 SHALL BE REVIEWED AND APPROVED IN
 WRITTING BY THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR " JURISDICTIONAL
 APPROVAL", (LOCAL PRODUCT APPROVAL).
  
 5) SITE PLAN NEEDS TO BE SUBMITTED TO
 ADDRESSING PERSONEL JOHN HIGGINS FOR
 ADDRESSING AS WELL AS NEW PLAT MAP FOR
 THE COMBINATION OF LOTS. JOHN HIGGINS
 CONTACT NUMBER IS (561)822-1239.
  
 6) THE TERM TOWNHOUSE TO DESCRIBE THIS
 TYPE OF BUILDING RAISES CONCERNS:
 6A) THE DEFINITION USED UNDER THE 2004
 FL BLDG CODE IS LOCATED UNDER 705.4.1.1.
 WHICH REQUIRES ZERO CLEARENCE FROM
 PROPERTY LINES. REMOVE THIS TERM FROM
 ALL DOCUMENTS SUBMITTED FOR PERMITTING.
  
 6B) THERE IS A DISCREPANCY IN THE PLANS
 SINCE THE BOUNDRY SURVEY FOR PARCEL# 7,
 ONLY INDICATES 2 LOTS PARCEL 1&2. FOR
 TOWNHOUSES EACH UNIT WILL REQUIRE
 INDIVIDUAL PROPERTY CONTROL NUMBERS
 WITH ASSOCIATED PROPERTY LINE.
 6C) THE SURVEY DOES SHOW 2 SEPERATE LOTS
 WHICH APPEAR TO CUT THROUGH BULDING "B"
 AND BUILDING "C". A UNITY OF TITLE SHALL
 BE REQUIRED, TABLE 601 AND 602.
 6D) THERE IS ANOTHER DISCREPANCY IN HOW
 THE BUILDINGS ARE DESCIBED. PLANS
 INDICATE BUILDINGS A-G, WHEEEREAS THE
 APPLICATION DESCIPTION IS
 "TOWNHOUSE # 7".
  
 7) ENERGY COMPLIANCE FORMS:
 7A) REMOVE THE WORDING "TOWNHOMES"
 7B) UPDATE FORM TO FORM 600A-04
 7C) LINE# 3 CORRECT FROM SINGLE FAMILY
 TO MULTI-FAMILY
 7D) CHECK THE CLIMATE ZONE BOX FOR PALM
 BEACH COUNTY.
  
 8) GEOTECHNICAL REPORT THAT WORK WAS
 PREFORMED BY ARDAMAN NEEDS TO BE AN
 ORIGINAL WITH SIGNATURE AND 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
  
 9A) SHEET A5.1.2 WALL SECTIONS DO NOT
 INDICATE WHAT TYPE OF TERMITE TREATMENT
 FOR SOILS WILL BE USED, SEE 1816.1.
 9B) THIS SAME SHEET INDICATES THE USE OF
 A VAPOR BARRIER, MUST BE A MINIMUM OF 6
 MIL TO BE USED WITH CHEMICALLY TREATED
 TERMITE TREATMENT FOR SOILS BENEATH
 SLAB.1806.1.4.
 9C) 1816.1.6 IF SOIL TREATMENT IS USED
 FOR SUBTERRANEAN TERMITE PREVENTION,
 CHEMICAL SOIL TREATMENT SHALL BE APPLIED
 UNDER ALL EXTERIOR CONCRETE OR GRADE
 WITHIN 1 FT OF THE PRIMARY STRUCTURE
 SIDEWALLS.
  
 10) SHEET A6.1.1:
 10A) THE WALL SECTIONS DO NOT INDICATE
 COMPLIANCE WITH ATTIC VENTILATION
 REQUIREMENTS FOUND IN 1203.2.
 PLEASE INDICATE COMPLIANCE.
 10B) THE DETAILS LISTED 1-3 ARE VARIOUS
 CUT SECTIONS THROUGH THE ROOF
 SHEATHING, IN THE 3 DETAILS THE
 PLANS REVEAL 2 TYPES OF MATERIALS
 TO BE INSTALLED AND 3 THICKNESSES.
 PLEASE CORRECT ALL DETAILS TO THE
 SAME MATERIAL & THICKNESS.
 10C) WHERE THE DETAIL #1 ABOVE DECLARED
 USING A HIGH DENSITY 1/2"
 SUBSTRATE. TABLE 2304.7(5) FOOTNOTE
 (D) LIMITS THE USE OF ROOF
 SHEATHING TO 19/32" WOOD STRUCTURAL
 PANELS IN WIND REGIONS OF 110 -
 140MPH, EXPOSURE B.
 10D) DETAILS 8&9 INDICATE THE USE IT
 APPEARS TO BE A TYPE-O "AND" THE
 SOFFIT DETAILS APEAR TO HAVE (2)
 LAYERS OF COMPLETE INSTALLATION,
 THE AND MAYBE SHOULD HAVE BEEN A
 "OR".(2004 FBC) 106.1.1*
 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE & EXTENT OF THE
 WORK PROPOSED & SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS
 OF THIS CODE AND REVELENT LAWS,
 ORDINANCES, AND RULES AND
 REGULATIONS AS DETERMINED BY THE
 BUILDING OFFICIAL.
 10E) DETAIL# 6 EXT WALL AND FLOOR TRUSS
 MISSING THE FIRESTOPPING SEPERATING
 VERTICAL & HORIZONTAL AREAS.717.2.3
 DETAIL# 11 MISSING FIRE STOPPING AT
 TOP OF WALL TO ROOF TRUSSES.
 10F) DETAIL # 17 INDICATES THE USE OF
 A MUD DOWN ROOF TILE SYSTEM. PROVIDE
 A FL STATE APPROVAL COVERSHEET WITH
 THE ASSOCIATED NOA REPORT. ALSO
 PROVIDE THE TYPE OF UNDERLAYMENT TO
 BE USSED.
  
 11) SHEET A4.1.1:
 11A) PLANS DO NOT REFLECT THE
 REQUIREMENTS FOR DRAFTSTOPPING, SEE
 SECTIONS: 717.3.2 FOR FLOOR/ CEILING
 ASSEMBLIES & 717.4 FOR IN ATTICS.
 NOTE THE SLEEPING UNIT SEPERATION.
 11B) MISSING INFORMATION ON THE ATTIC
 ACCESS REQUIEMENTS 1209.2.
  
 12A)SHEET A4.1.1 TH-7 THE SECOND FLOOR
 BEDROOM# 2 WINDOWS LABELED "D" ARE
  
 EMERGENCY EGRESS WINDOWS REQUIRING
 5.7 SQ FT CLEAR OPENING OF VENT
 OPENING 1025.2.
 121B) THE WINDOW WIDTHS AND HEIGHTS ON
 THE A4.1.1 DO NOT MATCH THE WINDOW
 HEIGHTS LISTED IN THE NOA SUBMITTED.
 12C) A4.1.1 NOR A4.2.1. DO NOT INDICATE
 THE USEOF LARGE MISSLE TESTED
 GLAZING IN THE WINDOWS OR DOORS.
 12D) NOTE FOR THE 3 BEDROOM UNIT THE
 EGRESS WINDOWS CURRENTLY WORK BUT
 WHEN THEY ARE RESIZED TO THE
 MANUFACTURERS SIZES THEY MAY NOT
 MAKE THE 5.7 SQ FT.1
  
 13) P2.1.1 CONDENSATE DRAINS:
 1503.6 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 14A) S-1.7 SLAB ON GRADE PROVIDE NOTE
 FOR: FL BLDG 1911.2(EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING
 6X6/ W1.4XW1.4 WELDED WIRE
 REINFORCEMENT FABRIC LOCATED IN THE
 MIDDLE TO THE UPPER 1/3RD OF THE SLAB
 SHALL BE SUP- PORTED BY APPROVED
 MATERIALS OR SUPPORTS AT SPACING NOT
 TO EXCEED 3 FT OR IN ACCORDANCE WITH
 MANUFACTURER'S SPEC.
 14B) THE 2ND FLOOR FRAMING PLAN LOOKS AS
  
 IF THERE IS A COLUMN IN EACH OF THE
 UNITS BUT THERE IS NO DESIGNATION?
  
 15A) S-2 ROOF/ WIND LOAD SCHEDULE, THE
 DIAGRAPMS INDICATE A GABLE ROOF WITH
 0-10 DEGREES, ALTHOUGH THE SCHEDULE
 IS FOR 10-30 DEGREES, DELETE THE
 DIAGRAPM THAT WILL NOT BE USED IN THE
  
 ROOF SCHEDULE.
 15B) S-2 ROOF/ WIND LOAD SCHEDULE;
 NOTE# 1 CHANGE TO 2004 FL BLDG CODE.
  
 16) S-2 TYPICAL WOOD BUCK DETAIL NOTE
 INDICATES 2001 FL BLDG CODE, CORRECT.
  
 17A) S-2 TRUSS ANCHOR "E" LOAD TO BE
 REDUCED TO 11,150.
 17B) FASTENERS "K& L" INDICATE SEE
 DETAIL THIS SHEET, WHERE?
  
 18) S-4.7 PROVIDE EXPLANATION AS TO WHY
 THE INTERIOR ZONE CONTINUES TO WITHIN
 1'-6" OF THE CORNERS? SEE REAR AND SIDE
 ELEVATIONS, WHAT HAPPENED TO THE END
 ZONES? SEE 1609.6.3, ALSO FIGURE 1606.6B
 SEE WIND DIRECTION RANGE (A) AND (2A).
  
 19) 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
  
  
  
 20) PRODUCT APPROVALS SUBMITED ARE ONLY
 ONE SET, THE APPROVALS SUBMITTED HAVE
 REPORTS FOR BOTH LARGE AND REPORTS FOR
 SMALL MISSLE IMPACT GLAZING. GLAZED
 OPENINGS ZERO -30 FT REQUIRE LARGE
 MISSLE IMPACT GLAZING, OR SHUTTERS.
 SINCE THIS IS CONDOS AND A LARGE PROJECT
 IF SHUTTERS ARE TO BE USED APPROVAL FROM
 THE BUILDING OFFIICAL WILL BE REQUIRED.
 SEE THE BUILDING OFFICIALS
 INTERPRETATION OF CODE. SEE QUESTION 13
 & 14 OF INTERPRETATION OF STANDARDS.
 ****************************
 (13) RECOGNIZING SUCH CONCERNS AS
 ABSENTEE OWNERS, OR CASES WHERE LONGER
 TIME & EFFORT IS NECESSARY TO SECURE
 SHUTTERS ON LARGE OR MULTI-STORY
 BUILDINGS, WHAT MEASURES ARE BEING
 RECOMMENDED OR IMPLEMENTED TO ENSURE
 THAT COMPLETE INSTALLATION OR SECURING
 IS DONE SUFFICIENTLY IN ADVANCE OF THE
 HURRICANE EVENT?
 (13) ANSWER: IN MATTERS CONCERNING
 PUBLIC SAFETY, HEALTH, AND THE GENERAL
 WELFARE NOT SPECIFICALLY ADDRESSED IN
 THE CODE SECTION 104.1* FLORIDA BUILDING
 CODE, 2004 EDITION, PROVIDES THE ABILITY
 FOR THE BUILDING OFFICIAL TO IMPLEMENT
 REQUIREMENTS FOR ENSURING STABILITY,
 STRENGTH, AND PROPER OPERATION OF
 EXISTING & NEW BUILDINGS.
 IN ORDER TO ASSURE THE SECURING OF
 SHUTTERS ON LARGE OR MULTI-STORY
 BUILDING, OR MULTIPLE BUILDINGS ON THE
 SAME PROPERTY, PRE-STORM PREPARATION
 PLANS MUST BE SUBMITTED BY THE PROPERTY
 OWNERS OR MANAGING AGENTS FOR REVIEW BY
 THE CONSTRUCTION SERVICES DEPARTMENT.
 ANY SUCH PLAN SHALL INCLUDE, AT A
 MINIMUM, ON-SITE LOCATION OF SHUTTERS,
 PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS (SAID PARTIES MUST BE LOCATED
 WITHIN PALM BEACH COUNTY), TOTAL NUMBER
 OF OPENINGS TO BE PROTECTED AND TOTAL
 TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE
 ACCOMPLISHED WITHIN TWELVE (12) HOURS OR
 LESS OF THE OFFICIAL NOTIFICATION BY THE
 NATIONAL WEATHER SERVICE OF A HURRICANE
 WATCH.
 PROVISIONS IN THE BUILDING CODES
 (AND THIS STANDARD) ARE NOT INTENDED TO
 PROHIBIT THE USE OF ALTERNATIVE
 MATERIALS AND METHODS, AND ALLOW THE
 BUILDING OFFICIAL TO REVIEW AND APPROVE
 ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY
 PRESCRIBED BY CODE. BASED UPON THIS CODE
 PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON
 A CASE-BY-CASE BASIS AND SHALL REQUIRE
 SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING
 THE ALTERNATE.
  
 (14)ARE REMOVABLE STORM PANELS
 APPROPRIATE FOR USE ON VERY LARGE, MID
 OR HIGH-RISE STRUCTURES?
 (14) ANSWERS: NO, EXCEPT ON THE
 GROUND FLOOR. ON COMMERCIAL AND
 MULTI-UNIT RESIDENTIAL STRUCTURES, ABOVE
 THE FIRST LEVEL, IMPACT RESISTANT
 GLAZING OR PERMANENTLY AFFIXED
 PROTECTIVE DEVICES SHALL BE INSTALLED.
 PERMANENTLY AFFIXED PROTECTIVE DEVICES
 SHALL REQUIRE THE WRITTEN APPROVAL OF
 THE BUILDING OFFICIAL.
 **************************
  
  
 21) FL BLD CODE 1609.6.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A)FRONT ENTRY DOOR
 B) LOUVER DOOR
 C) TRUSS ANCHORS
 D) STORM SHUTTERS
 E) ROOFING ASSEMBLIES
  
 22) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X__ WRONG REPORT.
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN
 ROOF HEIGHT.
 _X__ CONTRACTOR DID NOT INDICATE THE
 ROOF PITCH.
 _X__ TYPE OF UNDERLAYMENT TO BE USED.
 _X__ TYPE OF TILE TO BE USED.
 _X__ TYPE OF FASTENING SYSTEM.
 _X__ REPORT SUBMITTED TO SMALL TO READ.
  
 23) BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH CO.,THE PERMIT PLANS STAMPED BY
 THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-04-27 Cont ID  
Sent By dpalmer Date 2006-04-27 Time 18:13 Rev Time 0.00
Received By dpalmer Date 2006-04-27 Time 16:55 Sent To  
Notes
2006-04-27 00:00:00IN ELEC FOR REVIEW.
 ***** UNSAT *****
  
 PLEASE SEE MOST NOTES FROM PREVIOUS
 REVIEW WERE ADDRESSED, HOWEVER SOME
 NOTES REMAIN.
 PLEASE SEE A COUPLE OF NEW COMMENTS DUE
 TO CHANGES.
 PLEASE SEE NOTES BELOW ARE TAKEN
 DIRECTLY FROM PREVIOUS REVIEW. PLEASE
 ALSO SEE NOTES PERTAINING TO THE REMOVAL
 OF ALL OLDV/VOIDED SHEETS AS REQUESTED
 ON PREVIOUS REVIEW.
  
  
 SAIL CLUB
 TOWNHOUSE(CONDO) BLDG #7
  
 1)NOTE: OK.
  
 2)NOTE: OK.
  
 3)NOTE: NOTE #3, PLEASE SEE RESPONSE
 MENTIONS TO LATEST EDITION, HOWEVER,
 PLEASE STATE THE FOLLOWING CODES ON
 PLANS.
 2002 NFPA-70, 2002 NFPA-72, 2003
 NFPA-101.
  
 ** PREVIOUS NOTE**
 PLEASE SEE PLANS REFERENCE THE
 1999 NEC. PLEASE SEE AS OF JULY 7TH,2003
 THE STATE ADOPTED THE 2002 NEC.
  
 4)NOTE: OK.
  
 5)NOTE: OK.
  
 6)NOTE: OK.
  
 7)NOTE: NOTE #7 ? NO, PLEASE SEE PANEL
 SCHEDULE STILL SHOWS A AND C PHASE?
 PLEASE EXPLAIN THIS AS SERVICE IS BEING
 SHOWN AS SINGLE PHASE,IS THIS NOT A AND
 B?
  
 ** PREVIOUS NOTE **
 PLEASE SEE PANEL INDICATES "A"
 AND "C" PHASES? PLEASE CLARIFY AS
 SERVICE IS SHOWN AS SINGLE PHASE. A&B)
  
 8)NOTE: OK.
  
 9)NOTE: OK.
  
 10)NOTE:NOTE #13 NO, PLEASE SEE
 MISSING RECEPT ALONG WALL IN WHAT
 APPEARS TO BE LIVING RM 502?
 THIS IS REDLINED AT LOCATION.
  
 **PREVIOUS NOTE **
 PLEASE SEE REDLINED PLANS FOR SOME
 MISSING RECEPTS PER 210.52
 PLEASE SEE WALL SPACE AT STAIRS, WALL
 SPACE IN "E" UNIT.
  
 11)NOTE:OK, HOWEVER ONLY RESPONSE
 LETTER MENTIONS A CHANGE TO A GAS RANGE
 AND PLANS ONLY CALL FOR A "RANGE" , IF
 GAS, PLEASE INDICATE ON SCHEDULE.
  
 ** PREVIOUS NOTE **
 PLEASE CLARIFY AND ADJUST OCP SHOWN FOR
 RANGE. PANEL SCHEDULE INDICATES A 70A 2P
 BRKR FOR WHAT WOULD BE A 50A RECEPT FOR
 RANGE.
 PLEASE SEE 406.2B, 210.21B3,4
  
 **************************************
 NEW NOTES
  
 12) NOTE: PLEASE SEE 250.66,250.50,
 250.56,250.64(C) .
 PLEASE SEE THE MIN GEC SHALL BE SIZED
 PER 250.66, (1/0). PLEASE ALSO KNOW,
 THIS 1/0 SHALL BE CONTINUOUS TO FOOTER
 STEEL ETC.
  
 13) NOTE: PLEASE CLARIFY THE NEW LAYOUT
 IN UNITS, WHERE WHAT APPEARS TO BE A
 WATER HEATER IN A NEW LAUNDRY/
 CATV/PHONE RM. IDENTIFY EQUIPMENT SHOWN
 IN ROOM ON PLANS.
  
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ****************************************
 PLEASE COMPLETELY REMOVE ALL OLD/ VOIDED
 SHEETS FROM SETS AND ONLY INSERT NEW
 REVISED SHEETS INTO COMPLETE SETS FOR
 REVIEW AND STAMPING.
 ONE COPY OF ALL OLD/VOIDED SHEETS SHOULD
 BE ATTACHED TO EACH OTHER TO COMPOSE OF
 ONE SET OF VOIDED SHEETS ONLY AND WILL
 BE SUBMITTED ALONG WITH NEW SETS FOR
 REFERENCE.
 **************************************
  
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-09-11 Cont ID  
Sent By dpalmer Date 2005-09-11 Time 12:33 Rev Time 1.50
Received By dpalmer Date 2005-09-11 Time 11:24 Sent To  
Notes
2005-09-11 00:00:00IN ELECTRIC FOR REVIEW.
 REVIEWS IN PROGRESS .
 ********** UNSAT ************
  
 SAIL CLUB
 TOWNHOUSE(CONDO) BLDG #7
  
 1)NOTE: PLEASESEE BLDG REVIEW COMMENTS
 ETC AS THIS BUILDING IS NOT A FEE SIMPLE
 "TOWNHOUSE" . PLEASE SEE THE ELECTRICAL
 SERVICES ARE SET UP FOR EACH UNIT TO
 CONTAIN AN INDIVIDUAL SERVICE FROM FPL.
 PLEASE SEE THIS BLDG IS A
 MULTI-FAMILY/CONDO UNIT AND WILL REQUIRE
 ONE ELECTRICAL SERVICE WITH ALL METERS
 AND MAINS CONTAINED IN ONE LOCATION.
 230.70,230.72.
 PLEASE SEE IF THESE DO BECOME "FEE
 SIMPLE" TOWNHOUSE UNITS, PLEASE INDICATE
 DISCONNECTS AS SHOWN ON RISER, ON PLANS
 NEXT TO METERS.
 IT IS ALSO THE UNDERSTANDING FROM
 ZONING, MR JOHN ROACH, A RE-PLAT WOULD
 BE REQUIRED IF UNITS GO TO "FEE SIMPLE"
 TOWNHOUSE UNITS.
  
 2)NOTE: PLEASE COMPLETE CIRCUITING ON
 PLANS FOR ALL UNITS AND CORRELATE WITH
 PANEL SCHEDULES.
 PLEASE SEE IF EVERY UNIT IS IDENTICAL, A
 TYPICAL UNIT LAYOUT MAY BE USED.
 (SOME ARE NOT THE SAME).
  
 3)NOTE: PLEASE SEE PLANS REFERENCE THE
 1999 NEC. PLEASE SEE AS OF JULY 7TH,2003
 THE STATE ADOPTED THE 2002 NEC.
  
 4)NOTE: PLEASE SEE 210.52D WHICH
 REQUIRES THE BATH RM GFI RECEPT TO BE
 LOCATED WITHIN 3' OF SINK/LAV EDGE.
 CROSSING OVER ONE SINK TO THE OTHER IS
 NOT PERMITTED. PLEASE ADD AN ADDITIONAL
 GFI RECEPT OR MOVE THE ONE SHOWN TO THE
 CENTER OF BOTH.
 PLEASE ALSO SEE BATH CIRCUIT IS ALOS
 INDICATED AS BEING ARC FAULT?
 THIS IS ONLY A NOTE.
  
 5)NOTE: PLEASE SEE DINING RM RECEPTS MAY
 BE ON ONE OR MORE OF THE SAMLL
 APPLICANCE CIRCUITS, HOWEVER THEY MAY
 NOT SHARE WITH OTHER LOCATIONS. PLEASE
 SEE THESE ARE ALSO SHOWN TO LIVING RM.
 210.52B, 210.11C1
 PLEASE SEE THIS IS ALSO SHOWN ON ARC
 FAULT PROTECTED CIRCUIT? THIS IS OK, AND
 ONLY A NOTE.
  
 6)NOTE: PLEASE SEE 210.52F, 210.11C2,
 220.16WHICH REQUIRES THE MIN OF 1500
 VA FOR THE LAUNDRY/WASHER CIRCUIT.
 (1.2 SHOWN).
  
 7)NOTE: PLEASE SEE PANEL INDICATES "A"
 AND "C" PHASES? PLEASE CLARIFY AS
 SERVICE IS SHOWN AS SINGLE PHASE. A&B)
  
 8)NOTE: PLEASE SEE CIRCUIT 19 ALONG
 KITCHEN COUNTERSPACE IS SHOWN AS A
 DEDICATED RECEPT FOR MICROWAVE(GFI), IF
 THIS INDEED A DEDICATED RECEPT, PLEASE
 SEE 210.52C1 WHICH WOULD REQUIRE AND
 ADDITIONAL GFI RECEPT TO SERVE KITCHEN
 COUNTERSPACE.
  
 9)NOTE: PLEASE ALSO SEE REDLINED PLANS
 FOR ADDITIONAL MISSING KITCHEN
 COUNTERSPACE RECEPTS MISSING PER
 210.52C1, USEING SCALE ON PLANS AS
 SHOWN.
  
 10)NOTE: PLEASE SEE REDLINED PLANS FOR
 SOME MISSING RECEPTS PER 210.52
 PLEASE SEE WALL SPACE AT STAIRS, WALL
 SPACE IN "E" UNIT.
  
 11)NOTE: PLEASE CLARIFY AND ADJUST OCP
 SHOWN FOR RANGE. PANEL SCHEDULE
 INDICATES A 70A 2P BRKR FOR WHAT WOULD
 BE A 50A RECEPT FOR RANGE.
 PLEASE SEE 406.2B, 210.21B3,4
  
 PLEASE SEE DUE TO THE COMMENTS IN NOTE
 #1 AND THE CHANGES IN ELECTRICAL
 SERVICE, REVIEW FOR MAIN ELECTRICAL
 SERVICE SHALL BE DONE UNDER NEXT REVIEW.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ****************************************
 PLEASE COMPLETELY REMOVE ALL OLD/ VOIDED
  
 SHEET FROM SETS AND ONLY INSERT NEW
 REVISED SHEETS INTO COMPLETE SETS FOR
 REVIEW AND STMAPING.
 ONE COPY OF ALL OLD/VOIDED SHEETS SHOULD
 BE ATTACHED TO EACH OTHER TO COMPOSE OF
 ONE SET OF VOIDED SHEETS ONLY AND WILL
 BE SUBMITTED ALONG WITH NEW SETS FOR
 REFERENCE.
 **************************************
  
 PLEASE SEE BLDG REVIEW COMMENTS WITH
 RESPECT TO PRODUCT NOA'S ATTACHED TO
 PLANS.
 PLEASE ALSO SEE COMMENTS WITH REPECT TO
 PRODUCT APPROVALS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2006-07-12 Cont ID  
Sent By   Date 2006-07-12 Time   Rev Time 4.00
Received By   Date 2006-07-12 Time   Sent To  
Notes
2006-07-12 00:00:001.PLEASE SUBMIT A COPY OF THE SFWMD
 PERMIT TO US AND ONE COPY TO THE PUBLIC
 UTILITIES AND ENGINEERING TO ATT: STEVE
 SARLEY.
 2. A BACK FLOW PREVENTER FOR THE
 PROPOSED LIFT STATION IS REQUIRED &
 SHOULD BE SHOWN ON THE DRAWING
 3.FOR OUR INFO: APPARENTLY THERE IS AN
 TYPO ERROR @ OUTFALL STRUCTURE DETAIL
 SHEET 10 " BOT. DETENTION AREA" SHOULD
 BE " TOP DETENTION AREA"
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2005-08-23 Cont ID  
Sent By mamini Date 2005-08-23 Time 09:03 Rev Time 1.00
Received By mamini Date 2005-08-23 Time 09:03 Sent To  
Notes
2005-08-23 00:00:00FAILED:
  
 1. SHEET 9, PLEASE NOTE THAT CURB RAMPS
 MUST BE DETAILED PER LATEST FDOT INDEX
 304 WITH 2' DETECTABLE WARNING.
 2. ORIGINAL APPROVED SITE PLAN BY THE
 PLANNING AND ZONING SHOWS A 8'TO 10'OF
 BICYCLE/ WALKWAY ALONG THE CLEAR LAKE,
 PLEASE VERIFY WITH THE ARCHITECTURAL
 PLANS.
 3. PLEASE SUBMIT A COPY OF THE SFWMD
 PERMIT TO US AND ONE COPY TO THE PUBLIC
 UTILITIES AND ENGINEERING ATT; STEVE
 SARLEY.
 4. SHEET 11, GARAGE DETENTION POND
 DETAILS, SHOW 60'PROPOSED UNDERDRAIN
 PIPE IN THIS AREA.
 5. SHEET 6, PLEASE SHOW THE INVERTS
 N=13.5 AND S=13.5 FOR STRUCTURES D-OUT3
 AND D-OUT2 RESPECTIVELY.
 6. SHEET 10, OUTFALL STRUCTURE DETAIL,
 PLEASE VERIFY EL. 14.5 TOP OR BOTTOM OF
 THE DETENTIONS.
 7. NOTE THAT A BACKFLOW PREVENTER FOR
 THE PROPOSED LIFT SATION IS REQUIRED,
 SHOULD BE SHOWN ON SHEETS 7 AND 15.
 8. SHEET 7, PLEASE VERIFY 2" WS
 CONNECTION FOR THE TOWNHOUSE "A"
 9 PLEASE NOTE THAT CIVIL PLANS MUST BE
 APPROVED BY THE PUBLIC UTILITIES AND
 ENGINEERING FOR ALL THE CONNECTIONS TO
 THE CITY SERVICES PRIOR TO GETTING
 APPROVAL FROM THE CONSTRUCTION SERVICES
 DEPT.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2006-06-13 Cont ID  
Sent By mwennerg Date 2006-06-13 Time 15:33 Rev Time 0.00
Received By mwennerg Date 2006-06-13 Time 15:33 Sent To  
Notes
2006-06-13 00:00:00***DENIED***
  
 1) OK
  
 2) OK
  
 3) PLEASE SHOW LOCATIONS OF 2A-10B,C
 RATED FIRE EXTINGUISHERS THAT SHALL BE
 MOUNTED NOT TO EXCEED 75' TRAVEL
 DISTANCE.
  
 4) PLEASE NOTE THAT YOUR RESPONSE
 GENERALLY SITES THE CODE REQUIREMENT.
 PLEASE INDICATE THE INTERIOR FINISH THAT
 IS APPLICABLE TO THIS PROJECT.
  
 5) OK
  
 6) OK
  
 7) OK
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-10-19 Cont ID  
Sent By nmccray Date 2005-10-19 Time 15:58 Rev Time 0.00
Received By nmccray Date 2005-10-19 Time 15:19 Sent To  
Notes
2005-10-19 00:00:001ST FIRE REVIEW
 ACTION: DENIED
  
 1) NOTE ONLY: THE POOL DECK THAT'S NOT
 PART OF THIS PERMIT ( PHASE I TOWN HOUSE
 #7 ) IT APPEARS THAT IT HAVE ONLY ONE
 EXIT FROM THE DECK ( TWO EXITS ARE
 REQUIRED ).
  
 2) IN ADDITION TO THE HEIGHT REQUIREMENT
 THE ADDRESS NUMBERS SHALL CONTRAST TO
 THE BACKGROUND. SHEET TH-7 A1.1.2.
  
 3) ABC MULTI-PURPOSE RATED FIRE
 EXTINGUISHERS ARE REQUIRED.
  
 4) INTERIOR FINISH ON WALLS AND CEILINGS
 OF OCCUPIED SPACES SHALL BE CLASS A,
 CLASS B, OR CLASS C AS DEFINED IN
 SECTION 10.2.
  
 5) FIRE HYDRANTS SHALL BE WET PRIOR TO,
 DURING AND AFTER CONSTRUCTION.
  
 6) EMERGENCY VEHICLE ACCESS LANES SHALL
 BE MAINTAINED AT A WIDTH OF AT LEAST
 20'.
  
 7) SHALL COMPLY WITH NFPA 101 LIFE
 SAFETY CODE, 2003 EDITION AND NFPA 1
 UNIFORM FIRE CODE, 2003 EDITION.
  
  
 NATE MCCRAY, ASSISTANT FIRE MARSHAL
 561-804-4754
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2006-05-13 Cont ID  
Sent By kstevens Date 2006-05-13 Time 15:21 Rev Time 0.00
Received By kstevens Date 2006-05-13 Time 14:25 Sent To  
Notes
2006-05-13 00:00:00DENIED
 REFERENCE: FBC-2004 FUEL GAS
  
 FROM PLUMBING REVIEW,
  
 9. SHT P5.1 THE FOLLOWING INFORMATION IS
 REQUIREMENTS FOR GAS PERMIT:
  
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL GAS CODE.
 ***RESPONSE NOTED, BUT THE LENGHTS OF
 CUT SECTIONS IS NOT SHOWN.
  
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE IF BEING USED.
 ***RESPONSE NOTED, BUT PIPE MATERIAL NOT
 FOUND ON ISOMETRIC.
  
 I. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2.
 ***RESPONSE NOTED, BUT MANUF. SHEETS NOT
 SUBMITTED.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-03-07 Cont ID  
Sent By adarroug Date 2006-03-07 Time 09:31 Rev Time 0.00
Received By adarroug Date 2006-03-07 Time 09:31 Sent To  
Notes
2006-03-30 00:00:00TO "COMM" BD#7
2006-03-07 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-11-21 Cont ID  
Sent By adarroug Date 2005-11-09 Time 08:37 Rev Time 0.00
Received By adarroug Date 2005-08-23 Time 08:37 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-05-05 Cont ID  
Sent By pkrauss Date 2006-05-05 Time 10:40 Rev Time 0.00
Received By pkrauss Date 2006-05-05 Time 10:35 Sent To  
Notes
2006-05-05 00:00:00DENIED:
 COMMENTS ONE THROUGH FOUR FROM REVIEW
 DATED 10-17-2005 WERE ADDRESSED.
  
 COMMENT #5: GAS APPLIANCES - PLAN SHEET
 P5.1, INDICATES THE WATER HEATER, DRYER
 & RANGE WILL BE GAS APPLLIANCES.
 RESPONSE REFERS TO THE ARCHITECTURAL
 PLANS FOR LOUVER ON THE DOOR. PLEASE
 VERIFY THE FOLLOWING:
 - UNITS 100- 500 THE DOOR FOR THE
 LAUNDRY ROOM & CLOSET FOR THE AHU &
 THE WATER HEATER. THE DOOR SCHEDULE
 ON PLAN SHEET A7.1.1 SHOW SOLID DOORS
 NOT LOUVERED DOORS.
  
 - PLAN SHEET M7.1 DETAIL 5 INDICATES
 THE AHU IN A CLOSET WITH THE GAS
 WATER HEATER.AS INDICATED ON THE
 PLAN, THIS CLOSET SERVES AS A RETURN
 AIR PLENUM.PER 2004 FMC 602.1, FUEL
 FIRED APPLIANCES ARE NOT ALLOWED IN
 THE RETURN AIR PLENUM.
  
 PLEASE NOTE, PER 2004 FMC 504.4, WHERE
 DRYER INSTALLATION EXHAUST GREATER THAN
 200 CFM SHALL BE PROVIDED WITH MAKE-UP
 AIR.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-10-17 Cont ID  
Sent By pkrauss Date 2005-10-17 Time 15:19 Rev Time 0.00
Received By pkrauss Date 2005-10-17 Time 15:19 Sent To  
Notes
2005-10-17 00:00:00DENIED: TOWNHOUSE #7 - 2004 FBC
 1.PLAN SHEET M.01 MECHANICAL NOTE 1
 REFERENCES ASHRAE STANDARDS THAT ARE NOT
 CURRENT WITH WHAT IS LISTED IN THE 2004
 CODE.SHOULD READ ASHRAE 15-01, 34-01,
 62-01 NFPA AS FOLLOWS; 90A-02, 90B-02,
 91-00, 96-01.MECHANICAL NOTES ALSO
 REFERENCE THE 2001 FBC.
  
 2.SEE COMMENT #6(A) THROUGH (D) IN
 REGARDS TO THE CLASSIFICATION OF
 'TOWNHOUSE' AS INDICATED ON PLANS.
  
 3.UNITS 100 - THE SECOND FLOOR 16" X
 8" DUCT ACCORDING TO NOTE #1 IS AN 8" X
 8" DUCT UP TO GOOSENECK ON ROOF (TYPICAL
 OF ALL).ONE UNIT 300 IT ALSO INDICATES
 THIS AS BEING A 16" X 8" DUCT DOWN TO
 1ST FLOOR ACCORDING TO NOTE 3, PLEASE
 CLARIFY.
  
 4.RETURN AIR JUMPER'S TO THE MASTER
 SUITE SHALL BE INCREASED TO 1 1/2 TIMES
 THE TOTAL SUPPLY AIR INTO THE MASTER
 SUITE (INCLUDE AIR INTO MASTER BATH &
 CLOSET).2004 FMC 601.4 EXCEPTIONS 1 &
 3.
  
 5.PLEASE INDICATE ANY GAS APPLIANCES
 THAT MAY BE AN OPTION FOR INSTALLATION.
 PLEASE PROVIDE PERTINENT INFORMATION FOR
 COMBUSTION AIR.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop P PLUMBING
Rev No 2 Status F Date 2006-05-13 Cont ID  
Sent By kstevens Date 2006-05-13 Time 14:52 Rev Time 0.00
Received By kstevens Date 2006-05-13 Time 14:25 Sent To  
Notes
2006-05-13 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 FUEL GAS
 FHA-98 DESIGN MANUAL
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 FROM PREVIOUS REVIEW:
  
 1. INFORMATIONAL.
  
 2. ALL PLANS DESIGNED BY A PROFESSIONAL
 ARCHITECT OR ENGINEER, THEN ALL SHEETS
 SHALL BE SIGNED, SEALED, & DATED AS
 REQUIRED BY FLORIDA STATUTES. SECTION
 106.1.
 ***RESPONSE NOTED, BUT BOUNDRY SURVEY,
 SHTS PP1 OF 9 THRU PP9 OF 9, LA-POOL-1
 THRU LA-POOL-4, LA-FW-1 THRU LA-FW-6
 HAVE NOT BEEN SIGNED, SEALED, DATED.
  
 3. SHT P0.1 REFERENCES FBC-2001 CODE.
 PER SHT LT-2 CODE SUMMARY BUILDING HAS
 BEEN DESIGNED ACCORDING TO FBC-2004.
 PLEASE CORRELATE PLUMBING SHEETS WITH
 CODE SUMMARY SHEET.
 ***RESPONSE NOTED, BUT PLUMBING NOTES 1
 & 24 HAVE NOT BEEN CHANGED. ALSO SEE
 WATER HEATER DETAIL & GENERAL NOTES (2)
 UNDER PLUMBING FIXTURE SCHEDULE FOR
 REFERENCES TO FBC-2001 CODE.
  
 5. SHT P5.1 WATER RISER ISO. WATER
 HAMMER ARRESTORS SHALL BE LOCATED NEAR
 THE FIXTURE IN AN "EFFECTIVE RANGE" NOT
 IN THE CEILING AS SHOWN. (SEE SHT P0.1
 PLUMBING NOTE 13 AND W/M CONNECTION
 DETAIL). PDI-WH 201 AND MANUF.
 INSTALLATION INSTRUCTIONS. - WATER
 HAMMER ARRESTORS REQUIRED AT REF. AND
 DISHWASHER BOTH UNIT TYPES. SECTION
 604.9.
 ***RESPONSE NOTED, BUT THERE ARE NO
 WATER HAMMER ARRESTORS AT THE REF.
  
 9. SHT P5.1 THE FOLLOWING INFORMATION IS
 REQUIREMENTS FOR GAS PERMIT:
  
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL GAS CODE.
 ***RESPONSE NOTED, BUT THE LENGHTS OF
 CUT SECTIONS IS NOT SHOWN.
  
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE IF BEING USED.
 ***RESPONSE NOTED, BUT PIPE MATERIAL NOT
 FOUND ON ISOMETRIC.
  
 I. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2.
 ***RESPONSE NOTED, BUT MANUF. SHEETS NOT
 SUBMITTED.
  
 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.
 ***NO RESPONSE NOTED, VOIDED SHEETS TO
 BE REMOVED FROM SETS OF PLANS.
  
 **************NEW COMMENTS**************
  
 1B. SHT P5.1 WATER RISER DIAGRAMS.
 SHUTOFF VALVES SHALL BE INSTALLED ON THE
 WATER SUPPLY PIPE TO EACH SILLCOCK.
 SECTION 606.2(2).
  
 2B. SEE ATTACHED SHEET CONCERNING THE
 DESIGN PROFESSIONAL & FS 553.80(2)(B).
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-11-09 Cont ID  
Sent By kstevens Date 2005-11-09 Time 18:58 Rev Time 0.00
Received By kstevens Date 2005-11-09 Time 18:58 Sent To  
Notes
2005-11-09 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 FUEL GAS
 FHA-98 DESIGN MANUAL
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHTS LA-POOL-3 & LA-POOL-4 SEPARATE
 POOL PLANS & PERMIT ARE REQUIRED FOR
 EACH POOL. PLANS SHALL BE ROUTED TO THE
 PALM BEACH COUNTY HEALTH DEPT FOR REVIEW
 AND SHALL BE STAMPED PRIOR TO SUBMITTING
 TO CITY WPB FOR REVIEW. (MIN. 2 SETS OF
 PLANS).
 2. ALL PLANS DESIGNED BY A PROFESSIONAL
 ARCHITECT OR ENGINEER, THEN ALL SHEETS
 SHALL BE SIGNED, SEALED, & DATED AS
 REQUIRED BY FLORIDA STATUTES. SECTION
 106.1.
 3. SHT P0.1 REFERENCES FBC-2001 CODE.
 PER SHT LT-2 CODE SUMMARY BUILDING HAS
 BEEN DESIGNED ACCORDING TO FBC-2004.
 PLEASE CORRELATE PLUMBING SHEETS WITH
 CODE SUMMARY SHEET.
 4. SHT P5.1 SANITARY RISER ISO.
 CLEANOUTS FOR THE W/M SHALL BE INSTALLED
 4' ABOVE THE FLOOR, AND A STANDPIPE IS
 REQUIRED FOR THE W/M. SECTIONS 708.9 AND
 1002.1.
 5. SHT P5.1 WATER RISER ISO. WATER
 HAMMER ARRESTORS SHALL BE LOCATED NEAR
 THE FIXTURE IN AN "EFFECTIVE RANGE" NOT
 IN THE CEILING AS SHOWN. (SEE SHT P0.1
 PLUMBING NOTE 13 AND W/M CONNECTION
 DETAIL). PDI-WH 201 AND MANUF.
 INSTALLATION INSTRUCTIONS. - WATER
 HAMMER ARRESTORS REQUIRED AT REF. AND
 DISHWASHER BOTH UNIT TYPES. SECTION
 604.9
 9. SHT P5.1 THE FOLLOWING INFORMATION IS
 REQUIREMENTS FOR GAS PERMIT:
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL GAS CODE.
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE IF BEING USED.
 C. TYPE OF GAS, (LP OR NATURAL)
 D. BTU LOAD OF EACH APPLIANCE AND THE
 TOTAL BTU LOAD ON THE SYSTEM. REFER TO
 THE FBC-2004 FUEL GAS CODE SECS. 401.8
 THRU 402.6 AND TABLES 402(1) THRU
 402(33).
 E. SUBMIT CALCULATIONS FOR COMBUSTION
 AIR (IF APPLICABLE) PER FBC-2004 FUEL
 GAS CODE SECTION 304.
 F. SUBMIT A DETAIL SHOWING THE TYPE,
 LOCATION, SIZE AND TERMINATION OF THE
 GAS VENTS PER FBC-2004 FUEL GAS CODE
 SECS. 502 THRU 506.
 G. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2
 J. CLEARLY SHOW THE LOCATION AND CAP-
 ACITY OF LP TANK(S), TYPE OF TANK (DOT
 OR ASME), THE DISTANCE OF THE TANK FROM
 THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOUR-
 CES OF IGNITION, OTHER CONTAINERS, BUILD
 INGS, AND THE LOCATION OF ANY BUILDING
 OPENINGS BELOW THE RELIEF VALVE OF THE
 TANK PER NFPA 58, TABLE 3-2.2.2.
 K. CLEARLY INDICATE ON THE PLAN IF THE
 LP TANK IS ABOVE OR BELOW GROUND, AND
 SHOW REQUIRED PROTECTION OF THE TANK AND
 APPURTENANCES PER NFPA 58. IF THE TANK
 IS BELOW GROUND THE CONTAINER SHALL BE
 SECURILY ANCHORED PER NFPA 58 SECTION
 3-2.2.7(H).
  
 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.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2006-07-02 Cont ID  
Sent By jroach Date 2006-07-02 Time 17:35 Rev Time 0.00
Received By jroach Date 2006-07-02 Time 17:35 Sent To  
Notes
2006-07-02 00:00:007/2/06 ***FAILED***
  
 1) INDICATE ON THE PHASING PLAN THAT THE
 TURQUOISE NECKLACE WILL BE DESIGNED,
 PERMITTED AND CONSTRUCTED AS PART OF
 PHASE 2.
  
 2) THE TURQUOISE NECKLACE SHALL BE
 PROVIDED ON THE CIVIL DRAWINGS.A NOTE
 MAY BE PROVIDED INDICATING THAT IT WILL
 BE DESIGNED, PERMITTED AND CONSTRUCTED
 AS PART OF PHASE 2.
  
 3) UNITY OF TITLE SHALL BE RECORDED IN
 THE PUBLIC RECORD OF PALM BEACH COUNTY.
 A COPY SHALL BE INCLUDED WITH ALL PERMIT
 PACKAGES.
  
 4) PARKING STALL DETAIL SHALL CONFORM TO
 THE ZONING AND LAND DEVELOPMENT
 REGULATIONS.A WHEEL STOP SHALL BE
 SHOWN 2 FEET FROM THE HEAD OF THE STALL.
 IF NO WHEEL STOP IS PROVIDED, SIDEWALKS
 LOCATED AT THE HEAD OF THE STALL NEED TO
 BE 7 FEET IN WIDTH TO ALLOW FOR 2 FEET
 OF VEHICLE OVERHANG.IF THE OVERHANG
 OCCURS OVER LANDSCAPING, THE LANDSCAPING
 SHALL NOT EXCEED 6 INCHES ABOVE THE
 HEIGHT OF THE CURB.DETAIL OF DOUBLE
 STRIPING NEEDS TO SHOW 12 INCHES FROM
 INSIDE OF STRIP TO INSIDE OF STRIPE.
  
 5) ALL LANDSCAPE SHEETS NEED TO BE
 SIGNED AND SEALED BY A REGISTERED
 LANDSCAPE ARCHITECT, NOT JUST THE COVER
 SHEET.
  
 6) LANDSCAPE PLANS NEED TO BE ADJUSTED
 TO INDICATE THAT TOWNHOUSE #7 IS PART OF
 PHASE 1.
  
 7) THE LIFT STATION SHOWN ON THE CIVIL
 PLANS DOES NOT MATCH THAT SHOWN ON THE
 LANDSCAPE PLAN.LANDSCAPING NEEDS TO BE
 ADJUSTED ACCORDINGLY.
  
 8) AS A RESULT OF EACH BUILDING BEING
 CO'D SEPARATELY, AN INSPECTION PLAN
 SHALL BE PROVIDED INDICATING WHICH AREAS
 OF LANDSCAPING WILL BE INSPECTED WITH
 EACH BUILDING CO.
  
 9) THE AREAS BETWEEN THE TOWERS ARE
 SHOWN AS FA GRASS.THIS SHALL BE
 MODIFIED AS THE BOARDWALKS ARE NO LONGER
 BEING PROPOSED.
  
 10) THE SIDEWALK CONFIGURATION ON THE
 LANDSCAPE PLANS AND THE CIVIL PLANS
 SHALL CORRESPOND WITH THE SITE PLAN.
  
 11) THE LANDSCAPE PLANS SHWO THE BUS
 SHELTER AND ENTRANCE WALL/LANDSCAPING AS
 PART OF PHASE 1.THE PHASING PLAN
 INDICATES OTHERWISE.
  
 12) FYI...IN DEVELOPING THE SIGNAGE FOR
 THE FRONT ENTRY WALL, THE AREA SHALL NOT
 EXCEED 48 SQUARE FEET.
  
 13) A PHOTOMETRIC PLAN SHALL BE PROVIDED
 FOR SITE LIGHTING ON THE ENTIRE
 PROPERTY.THE PHOTOMETRIC LEVELS SHALL
 BE SHOWN AT THE PROPERTY LINES AND SHALL
 NOT EXCEED 0.5 FOOTCANDLES AT PROPERTY
 LINES ADJACENT TO RESIDENTIAL PROPERTY.
  
 THE FOLLOWING COMMENTS HAVE BEEN
 PROVIDED BY ALAN BARATTA, LANDSCAPE
 PLANNER:
  
 1) PLANTING DIAGRAMS SHALL BE MODIFIED
 TO REFLECT WHAT WAS AGREED TO IN THE
 TREE REMOVAL/RELOCATION LICENSE.
  
 2) IN ORDER TO PREVENT DESTRUCTION TO
 CURBING, PAVING AND PARKED VEHICLES,
 REPLACE THE MOHOGANY TREES IN THE
 LANDSCAPE ISLANDS IN FRONT OF THE
 TOWNHOMES WITH A SMALLER/ALTERNATE
 SPECIES.MINOR PD AMENDMENT (PB CASE
 NO. 1242E) APPROVED ON JULY 2, 2006,
 INDICATED GREEN BUTTONWOODS.
  
 3) ADDITIONAL LANGUAGE SHALL BE PROVIDED
 INDICATING REMOVAL OF SUPPORT MATERIAL
 FROM TREES/PALMS SHALL OCCUR AFTER
 ESTABLISHMENT OR HURRICANE SEASON,
 WHICHEVER COMES LATER.
  
 4) LANDSCAPING IN THE EXECUTIVE CENTER
 DRIVE CUL-DE-SAC SHALL BE COORDINATED
 WITH THE PUBLIC UTILITIES/ENGINEERING
 DEPARTMENT.
  
 MISCELLANEOUS COMMENTS:
  
 1) WORKFORCE HOUSING RESTRICTION ON THE
 LOFTS AND TOWNHOMES, FOLLOWING APPROVAL
 BY THE CITY OF WEST PALM BEACH, SHALL BE
 IN PLACE PRIOR TO THE ISSUANCE OF A CO
 FOR SUCH STRUCTURES.
  
 COMMENTS SPECIFIC TO TOWNHOUSE 7:
  
 1) CIVIL PLANS ARE MISSING.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2005-09-20 Cont ID  
Sent By jroach Date 2005-09-20 Time 13:43 Rev Time 0.00
Received By jroach Date 2005-09-20 Time 13:43 Sent To  
Notes
2005-09-20 00:00:009/20/2005 ***FAILED***
  
 IN ADDITION TO THE COMMENTS BELOW, REFER
 TO ALL ZONING COMMENTS ON PERMIT
 #05080675, LISTED UNDER "ALL PERMITS"
 AND "MISCELLANEOUS COMMENTS."
  
 TOWNHOUSE #7
  
 1. CIVIL PLANS ARE MISSING.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER AT (561) 822-1435.


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