Plan Review Details - Permit 04090032
Plan Review Stops For Permit 04090032
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2005-12-13 Cont ID  
Sent By jwitmer Date 2005-12-13 Time 13:19 Rev Time 0.25
Received By jwitmer Date 2005-12-13 Time 13:19 Sent To PC
Notes
2005-12-13 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04090032
 ADD: 1950 PRESIDENTIAL WAY
 CONT: P&T CONSTRUCTION
 TEL: (561)543-1468
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 SITE WALL REQUIRES A SEPERATE PERMIT.
 104.1.1* WEST PALM BEACH ADMINISTRATIVE
 CODE.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-03-07 Cont ID  
Sent By jwitmer Date 2005-03-07 Time 13:00 Rev Time 0.25
Received By jwitmer Date 2005-03-07 Time 12:59 Sent To PC
Notes
2005-03-07 00:00:0003-07-05 SUBMITTAL: AUGER PILE REPORT
 BLDG# 1 OK JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-01-18 Cont ID  
Sent By jwitmer Date 2005-01-18 Time 09:16 Rev Time 2.22
Received By jwitmer Date 2005-01-18 Time 09:16 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-01-06 Cont ID  
Sent By jwitmer Date 2005-01-06 Time 15:03 Rev Time 2.78
Received By jwitmer Date 2005-01-06 Time 15:02 Sent To  
Notes
2005-01-06 00:00:0001-06-05 BUILDING- PLANS ARE CODE
 COMPLIANT, REQUIRES PB COUNTY IMPACT
 FEES PAID.
 THE PLAT TO BE RERECORDED TO ELIMINATE
 EASEMENTS THROUGH THE PLAT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-11-16 Cont ID  
Sent By jwitmer Date 2004-11-16 Time 09:15 Rev Time 0.00
Received By pkrauss Date 2004-11-23 Time 17:09 Sent To  
Notes
2004-11-16 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04090032
 ADD: 1950 PRESIDENTIAL WAY
 CONT: BAINES
 TEL: (561)718-3997
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1) COMMENT# 2FROM THE PREVIOUS REVIEW,
 DELT WITH A SINGLE PERMIT COVERING 3
 BUILDINGS. THE BUILDING OFFIFIAL NEIL
 MELICK WILL REQUIRE A SEPERATE PERMIT
 FOR EACH BUILDING. A SEPERATE PERMIT
 NUMBER WILL BE REQUIRED WITH ASSOCIATED
 FEES AND REVIEWS.
  
 2) COMMENT# 3 FROM THE PREVIOUS REVIEW,
 THE PERMIT APPLICATION INDICATES (2
 LOTS):
 74-43-43-17-07-000-0051
 74-43-43-17-07-000-0052
 THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL
 BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE
 600
 BOUNDARY LINE REQUIREMENTS MAY BE
 DEEMED
 NOT APPLICABLE.
  
 3) COMMENT# 4 FROM THE PREVIOUS REVIEW,
 903.8.2 FLOR ST STATUTE 553.895(2) ALL
 RESIDENTIAL BUILD. 3 OR MORE STORIES
 TALL WHETHER DESIGNATED AS TOWNHOUSE,
 CONDOMINIUMS, "APARTMENT HOUSES,
 TENEMENTS, GARDEN APARTMENTS OR BY ANY
 OTHER NAME SHALL BE SUPPLIED BY FIRE
 SPRINKLERS MEETING NFPA 101.
  
 4-A)COMMENT# 6 FROM THE PREVIOUS
 REVIEW,
 DEALS WITH THE SOILS REPORT, THE (3)
 SETS OF SOILS REPORTS SUBMITTED ARE NOT
 SIGNED NOR SEALED. FL STATE STATUTE
 ADMINISTRATIVE CODE 61G15-23.002
 ENGINEERS, PLANS,
 SPECIFICATIONS,REPORTS
 OR OTHER DOCUMENTS PREPARED BY THE
 DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE
 AND OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 4-B) AUGER PILE NO INFORMATION HAS BEEN
 SUBMITTED ON THE AUGER PILE S-1
 PROVIDES
 THE LOCATION OF THE PILE BUT DIAMETER
 NOR LENGHT IS NOT GIVEN NOR THE NUMBER
 OF REBARS OR CAGES IN THE PILE? OR THE
 LOADS TO BE RESISTED?PROVIDE THE
 INFORMATION REQUIRED IN 1809 FOR
 CAST-IN
 -PLACE CONCRETE PILE.
 4-C PROVIDE DOCUMENTATION OF THE
 GEO-TECH ENGINEERS OFFICE THAT WILL BE
 SUPERVISING THE INSTALLATION OF THE
 AUGER PILE AND SUBMITTING REPORTS.
  
 5) COMMENT# 8 FROM THE PREVIOUS REVIEW,
 EXTERIOR GUARDRAILS ARE TO BE 42" TALL,
 SHEET A-3 2ND & 3RD STORY, SHEET A-6
 ALLINDICATE THE USE OF EXTERIOR
 BALCONIES, REQUIREING 42" GUARDRAILS.
 SEE 1015.2 HEIGHT, GUARDRAILS SHALL
 FORM
 A VERTICAL PROTECTIVE BARRIER OF NOT
 LESS THAN 42" HEIGHT.
  
 6)COMMENT# 10 FROM THE PREVIOUS REVIEW,
  
 ASSUMED PROPERTY LINES BETWEEN BUILDINGS
  
 ON THE SAME LOT. 705.1.1.2 EXTERIOR
 WALLS WITHIN 15' OF ASSUMED PROPERTY
 LINES REQUIRE OPENING PROTECTIVES.
 SEE UNITS 1& 12/ 8&9. GARAGE DOORS,
 EXTERIOR SWING DOORS AND WINDOWS LOCATED
 WITHIN THE 15' FROM THE ASSUMED PROPERTY
 LINE REQUIRE OPENING PROTECTIVES.
 SEE THE BACK OF UNITS 1-4 & 9-12 ARE
 ALSO LESS THAN 15' FROM THE PROPERTY
 LINE.SEE TABLE 600 FOR TYPEV
 NPROTECTED,
 REQUIRES A (2) HR WALL FOR OPENINGS
 LOCATED WITHIN 10'-20' FROM PROPERTY
 LINES! THIS 2HR WALL REQUIRES THE
 OPENING PROTECTIVES FOR SAID UNITS.
 CONTRACTOR TO PROVIDE TESTING FOR SAID
 WINDOWS AND DOORS. NOTE WINDOWS THAT
 ARE
 FIRE RATED ARE NOT LARGE MISSLE IMPACT
 RATED, WILL NEED SHUTTERS.
  
 7) COMMENT# 11 FROM THE PREVIOUS
 REVIEW,
 TABLE 600 FOR TYPE V BUILDING AT
 10'-20'WILL ALLOW 20% OPENINGS, THE
 DIAGRAM SUBMITTED INDICATES COMPLIANCE
 WITH TABLE 600 BUT THE ITEM NOT
 CONSIDERED IN ALLOWABLE AREA IS THE
 FLOOR TRUSSES FOR BOTH FLOORS, WHEN THIS
 AREA IS DEDUCTED THE ALLOWABLE AREA
 WOULD BE 328.2 SQFT.
 THE WALL AREA IS CONSIDERED TO INCLUDE
 THE AREA FROM FLOOR LEVEL TO THE CEILING
 OF EACH STORY. THIS IS TAKEN FROM THE
 CODE COMMENTARY, COMMENTARY ON TABLE
 600
  
  
 8) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 COMMENT# 12 FROM THE PREVIOUS REVIEW,
 SHEET A-7 WALL SECTION# 2, 3RD FLOOR IS
 MISSING FLOOR LEDGER.
  
 9) COMMENT# 13 FROM THE PREVIOUS
 REVIEW,
 2309.7.1 VENTILATION OF ATTIC,DETAIL"A"
 INDICATES THE INSULATION BLOCKING THE
 ATTIC VENTILATION, HOW WILL THIS BE
 CORRECTED.
  
  
 10)COMMENT# 14 FROM THE PREVIOUS REVIEW,
 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 GLAZED OPENINGS LOCATED WITHIN 30 FT OF
 GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS, FIXED & OPERATABLE
 B) EXTERIOR DOORS, SLIDING, SWING OR
 GARAGE DOORS
 C) MULLIONS VERTICAL OR HORIZONTAL
 D) STORM SHUTTERS- FOR FIRE RATED
 OPENINGS
 E) STRUCTURAL COMPONENTS- TRUSS ANCHORS
 F) STRUCURAL COMPONENTS- EXTERIOR
 RAILINGS
 G) ROOFING ASSEMBLIES
 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
  
 11) COMMENT# 15 FROM THE PREVIOUS
 REVIEW, STORM SHUTTERS FOR FIRE RATED
 OPENINGS.FL BLD CODE 2001 SECTION
 103.6, 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 12) COMMENT# 17 FROM THE PREVIOUS
 REVIEW
 1707.4.3 EACH EXTERIOR DOOR ASSEMBLY
 NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 13) COMMENT# 18 FROM THE PREVIOUS
 REVIEW
 1707.4.5.1 MULLIONS OCCURRING BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 14) COMMENT# 19 FROM THE PREVIOUS
 REVIEW
 1707.4.5.2 MULLIONS SHALL BE DESIGN- ED
 TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 15) COMMENT#20 FROM THE PREVIOUS REVIEW
 RIBBED LATH, THE WEIGHT OF THE RIBBED
 LATH HAS NOT BEEN PROVIDED FOR THE
 HORIZONTAL SPANS SPECIFIED.
 NOTE NO MENTION OF A VAPOR BARRIER
 BEHIND THE WIRE LATH, ASTM C 1063.
  
 16) COMMENT# 21 FROM THE PREVIOUS
 REVIEW
 1503.4.4 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.
 NOTE COMMENT SHEET INDICATES SEE M-1,
 NO SUCH PAGES SUBMITTED.
  
 17) COMMENT# 22 FROM THE PREVIOUS
 REVIEW
 1511.7 ROOF MOUNTED MECHANICAL UNIT S
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUP PORTS THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.NOTE: COMMENT SHEET
 INDICATES A M-1, NO SUCH PAGES
 SUBMITTED.
  
 18) 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.
  
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-10-13 Cont ID  
Sent By jwitmer Date 2004-10-13 Time 13:26 Rev Time 8.88
Received By jwitmer Date 2004-10-13 Time 13:26 Sent To  
Notes
2004-10-13 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04090032
 ADD: 1950 PRESIDENTIAL WAY
 CONT: BAINES BUILDING COMPANY
 TEL: (561)718-3997
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) THIS PROJECT SHALL BE REVIEWED AS
 CONDOMINIUMS,THE PLANS INDICATE TOWN-
 HOUSE. IF THE PROJECT IS TO CONTINUE AS
 CONDOMINIUMS DELETE ALL REFRENCES TO
 "TOWNHOUSE" ON ALL PLANS. IF THE PROJECT
 IS TO CONTINUE AS TOWNHOUSE THEN THE
 PLAT NEEDS TO BE REPLATED INTO INDIVID-
 UAL LOTS.
  
 2) THE SECOND ISSUE WILL BE THE PERMIT
 COVERING THE 3 BUILDINGS UNDER ONE
 SINGLE PERMIT. NO CERTIFICATE OF OCCU-
 PANCY WILL BE ISSUED FOR ANY BUILDING
 UNTIL ALL BUILDINGS ARE COMPLETE.
  
 3) THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
  
 4) 903.8.2 FLOR ST STATUTE 553.895(2)
 ALL RESIDENTIAL BUILD. 3 OR MORE STORIES
 TALL WHETHER DESIGNATED AS TOWNHOUSE,
 CONDOMINIUMS, "APARTMENT HOUSES,
 TENEMENTS, GARDEN APARTMENTS OR BY ANY
 OTHER NAME SHALL BE SUPPLIED BY FIRE
 SPRINKLERS MEETING NFPA 101.
  
 5)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
 THE ENERGY FORMS SUBMITTED ARE FOR A
 SINGLE FAMILY USAGE, NOT WORST CASE FOR
 CONDO "MULTIPLE FAMILY".
  
 6) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
 PROVIDE GEOTECHNICAL REPORT BY THE
 TESTING LABS OF THE PALM BEACHES
 FILE# 04/213-1.
 IF THE REPORT DOES NOT PROVIDE INFORMA-
 TION ON THE AUGER PILE INSTALATION, PRO-
 VIDE INFORMATION REQUIRED IN 1809 FOR
 CAST-IN-PLACE CONCRETE PILE.WHO WILL
 SUPERVISE THE INSTALATION OF THE CAST
 AUGER PILE? WIDTH OF PILE?
  
 7) SHEET A-3 HAS NOTES ABOUT TOWNHOUSE
 SEPERATION UL# U905 IF NOT TOWNHOUSE
 DELETE NOTE, PROVIDE ACTUAL ASSEMBLY.
 ALSO FOR UL# U465.
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 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
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS RQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 8) ALSO SHEET A-3 2ND & 3RD LEVEL, SEE
 GAURDRAILS:
 1015.2 HEIGHT. GUARDRAILS SHALL
 FORM A VERTICAL PROTECTIVE BARRIER NOT
 LESS THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
 ***GUARDRAILS WITHIN THE DWELLING UNIT
 MAY BE 36" TALL.
  
 9) SHEET A-3 FIRST FLOOR BATHROOM SHALL
 REQUIRE A 29" CLEAR OPENING, SEE 11-11.1
  
 10)PROVIDE AN ASSUMED PROPERTY LINE
 BETWEEN ALL BUILDINGS AS PER TABLE 600.
 705.1.1.2 EVERY EXTERIOR WALL WITHIN 15'
 OF A PROPERTY LINE SHALL BE EQUIPPED
 WITH OPENING PROTECTIVES, SEE UNITS
 1 & 12/ 8 & 9. GARAGE DOORS, WINDOWS &
 EXTERIOR DOORS WITHIN 15' OF ASSUMED
 PROPERTY LINE.
  
 11) TABLE 600 ASSUMED PROPERTY LINE
 BETWEEN BUILDINGS, PLANS DO NOT PROVIDE
 IF THIS IS TYPE V OR VI CONSTRUCTION.
 IF ASSUMED TYPE VI CONSTRUCTION, ASSUMED
 PROPERTY LINE BETWEEN BUILDINGS PROVIDES
 40% ALLOWABLE OPENINGS. THE FIRST FLOOR
 WITH GARAGE DOORS IS OVER THE ALLOWABLE
 LIMIT OF 40% (FLOOR TO CEILING)THE
 LENGHT OF THE BUILDING 10'-20'. IF BUILD
 ING IS TYPE V THEN 10'-20' ALLOWABLE
 OPENINGS ARE 20% (FLOOR TO CEILING).
  
 12) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-7 WALL SECTION# 2, WHAT FLOOR
 FRAMING IS SHOWN DIRECTLY BEHIND THE
 LEDGER 3RD FLOOR FRAMING? ALSO IN SAME
 DETAIL MISSING 2ND FLOOR CEILING FRAMING
 AT WALL LINE.
  
 13)2309.7.1 /103.7 VENTILATION OF ATTIC
 SPACE VS. ALTERNATE MATERIALS & METHODS.
 THE CODE ADVISORY BOARD DOES RECOGNIZE
 THE ALTERNATE MATEERIALS AND CONDITIONS,
 COMPLIANCE HAS NOT BEEN ACHIVED ON POINT
 #3, WHEN UNVENTED ATTIC SYSTEMS ARE SPEC
 IFIED IN CONJUNCTION WITH ASPHALT BASED
 ROOFING PRODUCTS, THE ROOFING MATERIAL/
 SYSTEM MANUFACTURER SHALL PROVIDE AN
 AFFIDAVIT CERTIFYING USE OF THEIR PRO-
 DUCT OVER AN UNVENTED ATTIC SYSTEM.
  
 14)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED & OPERATABLE
 B) EXTERIOR DOORS, SLIDING, SWING OR
 GARAGE DOORS
 C) MULLIONS VERTICAL & HORIZONTAL
 D) STORM SHUTTERS
 E) STRUCTURAL COMPONENTS- TRUSS ANCHORS
 F) STRUCTURAL COMPONENTS- RAILINGS
 G) ROOFING ASSEMBLIES
 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
  
 15)STORM SHUTTERS:
 PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PREMIT
 ISSUANCE.
  
 16) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 17) 1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
  
 18) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 19) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 20) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-7 DETAIL 2 INDICATES THE USE OF
 PB GALVANIZED METAL, IS THIS FLAT OR
 3/8" RIBBED LATH? ASTM C 1063 FOR FLAT
 DIAMOND LATH WEIGHT 2.5,2.75 OR 3.4 USE
 ON CEILINGS ARE REDUCED:
 2.5= 12"
 2.75= 16"
 3.4= 16"
  
 21) 1503.4.4 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.
  
 22)301.13.1 GROUND MOUNTED A/C UNITS:
 GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL
 APPLICATIONS MAY BE ANCHORED WITH # 14
 SCREWS WITH GASKETED WASHERS ACCORDING
 TO THE FOLLOWING:
 1) FOR UNITS WITH SIDES LESS THAN 12",
 ONE SCREW SHALL BE USED AT EACH SIDE OF
 THE UNIT.
 2) FOR UNITS BETWEEN 12" & 24", TWO
  
 23) PROVIDE RISE & RUN OF STAIRS.
  
 24)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIP-
 TION 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.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-12-30 Cont ID  
Sent By dpalmer Date 2004-12-30 Time 05:56 Rev Time 0.30
Received By dpalmer Date 2004-12-30 Time 05:40 Sent To  
Notes
2004-12-30 00:00:00STAMPED, OK
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-11-17 Cont ID  
Sent By dpalmer Date 2004-11-17 Time 18:29 Rev Time 0.50
Received By dpalmer Date 2004-11-17 Time 18:29 Sent To  
Notes
2004-11-17 00:00:00*********** UNSAT 2ND REVIEW **********
  
 1)NOTE: PLEASE SEE NOTES #1&2 FROM JIM
 WITMER BLDG PLAN REVIEW INREFERENCE TO
 PERMITS AND PERMITTING OF PROJECT.
  
 2)NOTE: PLEASE SEE SERVICE RISER HAS NOW
 BEEN CHANGED. PLEASE SEE GROUNDING
 ELECTRODE CONDUCTOR HAS NOW BEEN
 DECREASED TO A #4??
 PLEASE SEE 250.50,FOR MIN CONNECTION
 REQUIREMENTS. CWP ALSO (IF METAL) AND
 FOOTER STEEL.
 PLEASE SEE 250.66 FOR SIZING. 3/0?
  
 3)NOTE: PLEASE SEE OLD RISER INDICATED
 SIZE OF METER CENTER, HOWEVER THERE IS
 NO INDICATION OF THIS ON RISER AT THIS
 TIME? 215.5
  
 4)NOTE: PLEASE SEE SD'S ARE REQUIRED IN
 THE IMMEDIATE VICINITY LEADING TO FLR
 ABOVE. NFPA-72 8-1.4.2
  
 ** NEW COMMENT**
  
 5)NOTE: PLEASE SEE KITCHEN COUNTERSPACE
 AND 210.52C1 FOR REQUIRED SPACING.
 PLEASE SEE ONE SET OF PLANS HAS THIS ARE
 OF CONCERN REDLINED.
 PLEASE SEE THAT AREAS SEPARATE BY SINKS
 AND THE LIKE SHALL BE CONSIDERED TO BE
 "NEW COUNTERSPACE" AND THE END OF
 COUNTER SHALL START OVER. GFI REQUIRED
 W/IN 2' OF THE END AND EVERY 4'
 THEREAFTER.
 210.52C1-5
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 REVIEWER(S) WHICH MAY HAVE AN AFFECT ON
 ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW.IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-09-21 Cont ID  
Sent By dpalmer Date 2004-09-21 Time 09:50 Rev Time 1.00
Received By dpalmer Date 2004-09-21 Time 09:26 Sent To  
Notes
2004-09-21 00:00:00******** UNSAT *********
  
 1)NOTE: PLEASE SEE RISER DIAGRAM DOES
 NOT SEEM TO INDICATE ANY MAINS?? 225.31,
 230.70 ETC.
 GROUPING OF MAINS? 230.72
  
 2)NOTE: PLEASE SEE MISSING EQUIPMENT
 GROUNDING CONDUCTORS FROM "MAINS" TO
 PANELS. REQUIRED AFTER THE FIRST MEANS
 OF DISCONNECT. 250.24
  
 3)NOTE: SMOKE DETECTORS ARE REQUIRED
 INSIDE AND OUTSIDE ALL SLEEPING ROOMS.
 ON EACH LEVEL OF A MULTI-LEVEL DWELLING
 UNIT.
 IN CLOSE PROXIMITY OF STAIRWAYS LEADING
 TO FLOORS ABOVE AND IN THE VICINITY OF
 BEDROOMS.
 PLEASE ALSO NOTE, SD'S ARE REQ'D TO BE
 A MIN OF 3' FROM BATHROOM DOORS AND
 KITCHENS.
 ABOVE PER:FBC 905.2, NFPA-72 8-1.4
  
 4) NOTE: PLEASE LIST ALL THE REQ'D
 DEDICATED BATH(S) CIRCUIT(S) ON PANEL
 SCHEDULE. PER 210.52D, 210.11C3
  
 5)NOTE: PLEASE LIST THE REQ'D ARC
 FAULT PROTECTED CURCUIT(S) ON PANEL
 SCHEDULE. PLEASE SEE THAT ALL "OUTLETS"
 IN BEDROOMS ARE TO BE PROTECTED ,
 INCLUDING, LTS, RECEPTS, SD'S ETC.
 210.12 2002 NEC.
 PLEASE ALSO SEE SD'S ARE INDICATED AS
 BEING ON THE KITCHEN LT CIRCUIT?
 WILL THIS ALSO BE ARC FAULT PROTECTED?
 PLEASE SEE NOTE #30 ON GENERAL NOTES.
 SD'S REQUIRED TO BE ARC FAULT ALSO, SEE
 ABOVE.
  
 6)NOTE: PLEASE SEE DISCONNECTING CLEAR-
 -ENCE FOR A/C UNIT. 110.26
  
 7)NOTE: PLEASE SUBMIT LOAD CALCULATIONS
 FOR SERVICE.
  
 8)NOTE: PLEASE SEE FAC 61G1-16.004 AND
 FS 481.219 FOR MISSING REQUIRED INFOR-
 -MATION ON TITLE BLOCK FOR ARCHITECT
 FIRM. THIS IS REQUIRED ON ALL SHEETS
 WHEATHER OR NOT COMMENT IS MADE BY
 OTHER REVIEWERS.
 PLEASE ALSO SEE PLANS ARE REQUIRED TO
 HAVE AN ORIGINAL SIGNATURE AND TO BE
 SEALED. 481.221.
  
 9)NOTE: PLEASE VERIFY HOW MANY UNITS
 THERE ARE GOING TO BE? ATTACHED?
 SEPARATE SERVICES DETACHED BLDGS?
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 REVIEWERS WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 INSERT NEW SHEETS INTO COMPLETE SETS FOR
 REVIEW AND STAMPING.
  
 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 3 Status P Date 2005-01-04 Cont ID  
Sent By mamini Date 2005-01-04 Time 09:03 Rev Time 0.00
Received By mamini Date 2005-01-04 Time 09:03 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2004-11-08 Cont ID  
Sent By mamini Date 2004-11-08 Time 08:35 Rev Time 1.00
Received By mamini Date 2004-11-08 Time 08:34 Sent To  
Notes
2004-11-08 00:00:00PASSED WITH PROVISOS:
 1. COMMENTS/RECOMMENDATION BY THE
 PUBLIC AND ENGINEERING SERVICES MUST
 BE IMPLEMENTED DURING THE CONSTRUCTION
 AND INSTALLATION OF UNDERGROUND
 UTILITIES.
 2. ER0SION AND SEDIMENTATION CONTROL
 DEVICES SHALL BE IN PLACE PRIOR TO
 BEGINNING ANY CONSTRUCTION AND
 MAINTAINED DURING THE PROJECT.
 3. DRIVE WAY APPROACH MUST BE
 CONSTRUCTED PER CITY OF WPB'
 STANDARD AND REQUIREMENTS.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-09-22 Cont ID  
Sent By mamini Date 2004-09-22 Time 14:48 Rev Time 1.00
Received By mamini Date 2004-09-22 Time 14:48 Sent To  
Notes
2004-09-22 00:00:00FAILED:
 1. PLEASE NOTE THAT CIVIL PLAN SHEETS
 MUST HAVE THE ORIGINAL RAISED SEAL AND
 SIGNATURE OF THE CIVIL ENGINEER OF THE
 RECORD.
 2. ADDITIONAL CLEAN-OUT IN SEWER LINES
 SHOULD BE PROVIDED.
 3. PLEASE SHOW WHERE THE DUMPSTER
 ENCLOSURE WILL BE LOCATED.
 4. SIDEWALK ALONG THE PROPERTY IF
 DAMAGED DURING THE CONSTRUCTION MUST BE
 RESTORED TO THE ORIGINAL OR BETTER
 CONDITIONS.
 5. PLEASE SUBMIT CALCULATION FOR THE
 PROPOSED DRAINAGE SYS, INCLUDE PERVIOUS
 AND IMPERVIOUS AREAS FOR THE ENTIRE
 SITE
 6. CIVIL PLANS MUST BE APPROVED BY THE
 PUBLIC UTILITIES AND ENGINEERING FOR
 ALL
 THE CONNECTION TO THE SERVICES PRIOR
 GETTING APPROVAL FROM THE CONSTRUCTION
 SERVICES, PLEASE SUBMIT CIVIL PLANS
 ONLY
 ATT; MANNY GONZALEZ, 494-1085.
 7. ANY WORK WITHIN PUBLIC R.O.W
 REQUIRES
 A SEPARATE PERMIT FROM PUBLIC UTILITIES
 AND ENGINEERING, WINDEL PALMER
 494-1086.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-01-11 Cont ID  
Sent By mcarsill Date 2005-01-07 Time 13:01 Rev Time 0.00
Received By mcarsill Date 2005-01-11 Time 13:30 Sent To  
Notes
2005-01-11 00:00:00ON JANUARY 11, 2005, THIS WRITER
 MET WITH PROJECT MANAGER PETER
 SARANTIDIS, OF P & T CONSTRUCTION
 INC. A NEW FIRE HYDRANT HAS BEEN
 DRAWN ON THE PLANS AND BEEN APPROVED
 BY THE UTILITIES DEPARTMENT. ALSO
 LETTERS WERE RECEIVED INDICATING
 THAT SEPARATE FIRE DEPARTMENT
 CONNECTIONS WILL BE PROVIDED FOR
 EACH BUILDING.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
2005-01-07 00:00:00PLEASE SEE PLAN REVIEW NOTES FOR
 PERMIT # 04120750.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2004-11-10 Cont ID  
Sent By mcarsill Date 2004-11-10 Time 12:46 Rev Time 0.00
Received By mcarsill Date 2004-11-10 Time 12:46 Sent To  
Notes
2004-11-10 00:00:001) ELECTRONIC SWITCHES, CHAIN AND
 LOCK REQUIRED ON FIRE LINE
 BACKFLOW DEVICE.
  
 2) WHAT FIRE HYDRANTS ARE GOING
 TO BE UTILIZED FOR FIREFIGHTING
 AND TO SUPPLY THE FIRE DEPARTMENT
 CONNECTIONS.
  
 3) REQUIRED FIRE SPRINKLER SYSTEMS
 SHALL BE MONITORED BY A LICENSED
 UL LISTED ALARM COMPANY FOR
 CENTRAL STATION SERVICE.
  
 4) PORTABLE FIRE EXTINGUISHERS
 ARE REQUIRED. THESE DEVICES ARE
 USED AS FIRST AID APPLIANCES
 AND CAN BE USED PRIOR TO THE ACTIVATION
 OF THE REQUIRED AUTOMATIC FIRE
 SPRINKLER SYSTEMS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-09-28 Cont ID  
Sent By mcarsill Date 2004-09-28 Time 15:36 Rev Time 0.00
Received By mcarsill Date 2004-09-28 Time 15:36 Sent To  
Notes
2004-09-28 00:00:001) ELECTRONIC SWITCHES, CHAIN AND
 LOCK REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 2) ONLY ONE FIRE HYDRANT IS SHOWN. ON
 PAGE C-1 AN EXISTING FIRE HYDRANT IS
 SHOWN, BUT A PRIVATE FIRE HYDRANT
 WILL BE NEEDED WITHIN THE SITE. THE
 FIRE DEPARTMENT SPRINKLER CONNECTIONS
 MUST BE WITHIN 150 FEET OF A FIRE
 HYDRANT.
  
 3) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWINGS. A MINIMUM OF 6"
 HIGH NUMBERS.
  
 4) NO FIRE SPRINKLER PLANS OR HYDRAULIC
 CALCUALTIONS PROVIDED WITH PLANS.
 FS 553.895 (2) REQUIRES FIRE SPRINKLER
 PROTECTION IN ALL THREE STORIES
 BUILDINGS.
  
 5) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR HANDRAILS AND
 GUARDRAILS.
  
 6) ALL NEW STAIRS AND RAMPS SHALL BE
 PROVIDED WITH HANDRAILS.
  
 7) NO MENTION OF ANY FIRE EXTINGUISHERS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2005-12-10 Cont ID  
Sent By adarroug Date 2005-12-10 Time 14:47 Rev Time 0.00
Received By adarroug Date 2005-12-10 Time 14:47 Sent To B
Notes
2005-12-10 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2005-11-30 Cont ID  
Sent By adarroug Date 2005-11-30 Time 09:21 Rev Time 0.00
Received By adarroug Date 2005-11-30 Time 09:21 Sent To E
Notes
2005-11-30 00:00:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2005-10-06 Cont ID  
Sent By adarroug Date 2005-10-06 Time 15:24 Rev Time 0.00
Received By adarroug Date 2005-10-06 Time 15:24 Sent To FIRE
Notes
2005-10-06 00:00:00TO "F" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2005-09-13 Cont ID  
Sent By adarroug Date 2005-09-13 Time 13:34 Rev Time 0.00
Received By adarroug Date 2005-09-13 Time 13:34 Sent To M
Notes
2005-09-13 00:00:00TO "M" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-03-03 Cont ID  
Sent By adarroug Date 2005-03-03 Time 14:47 Rev Time 0.00
Received By adarroug Date 2005-03-03 Time 14:47 Sent To P
Notes
2005-03-03 00:00:00TO KSTEVENS BOX/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-03-03 Cont ID  
Sent By adarroug Date 2005-03-03 Time 11:49 Rev Time 0.00
Received By adarroug Date 2005-03-03 Time 11:49 Sent To B
Notes
2005-03-03 00:00:00TO JWITMER DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status P Date 2005-01-14 Cont ID  
Sent By mjacobs Date 2005-01-14 Time 12:20 Rev Time 0.00
Received By mjacobs Date 2005-01-14 Time 12:20 Sent To  
Notes
2005-01-14 00:00:00TO "COMM BD#43"/RESUB.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-12-27 Cont ID  
Sent By mjacobs Date 2004-12-27 Time 12:41 Rev Time 0.00
Received By mjacobs Date 2004-12-27 Time 12:41 Sent To  
Notes
2004-12-27 00:00:00TO "COMM BD#59
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-11-01 Cont ID  
Sent By csiegber Date 2004-11-01 Time 15:34 Rev Time 0.00
Received By csiegber Date 2004-11-01 Time 15:34 Sent To  
Notes
2004-11-01 00:00:00TO COMM BD#48
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-11-01 Cont ID  
Sent By csiegber Date 2004-10-13 Time 15:33 Rev Time 0.00
Received By csiegber Date 2004-09-01 Time 13:11 Sent To  
Notes
2004-09-01 00:00:00TO COMM BD#23
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2005-09-20 Cont ID  
Sent By tgordon Date 2005-09-20 Time 13:45 Rev Time 0.30
Received By tgordon Date 2005-09-20 Time 13:45 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-01-03 Cont ID  
Sent By pkrauss Date 2005-01-03 Time 13:45 Rev Time 1.00
Received By pkrauss Date 2005-01-03 Time 12:33 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2004-11-23 Cont ID  
Sent By pkrauss Date 2004-11-23 Time 17:49 Rev Time 1.35
Received By pkrauss Date 2004-11-23 Time 17:09 Sent To  
Notes
2004-11-23 00:00:00DENIED:
 COMMENTS FROM PREVIOUS REVIEW NOT
 ADDRESSED:
 COMMENT #1 - ENERGY CALCULATIONS STILL
 INDICATE SINGLE FAMILY.THIS IS A
 MULTI-FAMILY STRUCTURE.RESPONSE
 INDICTES THE CALCS WERE REVISED, BUT
 THEY STILL INDICATE "SINGLE FAMILY, ONE
 UNIT".
  
 COMMENT #3 - SINGLE PERMIT FOR THREE
 BUILDINGS - PLEASE SEE COMMENT #1 BY
 JIM
 WITMER, BUILDING PLAN REVIEW.
  
 COMMENT #4 - BUILDING TYPE - RESPONSE
 INDICATES PLAN SHEET A-1 FOR THE
 BUILDING TYPE & GROUP.NO INDICATION
 OF
 TYPE V, VI ETC.SEE ALSO COMMENT #4 BY
 JIM WITMER.
  
 COMMENT #6 - RETURN AIR FROM THE MASTER
 BEDROOM.REVISED PLAN INDICATES AN 8",
 6" AND 4" SUPPLY AIR DUCT INTO THE
 MASTER SUITE.THIS EQUALS A TOTAL OF
 91
 SQUARE INCHES. 10" RETURN EQUALS ON 78
 SQUARE INCHES.
  
 COMMENT #9 - ACCESS FOR THE AHU LOCATED
 IN THE ATTIC SHALL BE IN ACCORDANCE
 WITH
 2001 FBC CHAPTER 13 SUB-CHAPTER
 610.1.ABC.3.5.2 - RESPONSE INDICATES
 DETAIL WAS ADDED TO SHEET A-9.NO
 DETAIL OF THE ATTIC ACCESS IS SHOWN ON
 A-9.
  
 PLEASE NOTE, A COPY OF THE ORIGINAL
 PLANS SHOULD BE SUBMITTED WITH THE
 CORRECTED SHEETS TO HELP EXPEDITE THE
 RESUBMITTAL PROCESS.
  
 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 2004-10-12 Cont ID  
Sent By pkrauss Date 2004-10-12 Time 07:34 Rev Time 1.40
Received By pkrauss Date 2004-10-12 Time 06:46 Sent To  
Notes
2004-10-12 00:00:00DENIED:
 INSUFFICIENT INFORMATION FOR REVIEW.
 PLEASE PROVIDE THE FOLLOWING:
  
 1.ENERGY CALCULATIONS INDICATE "SINGLE
 FAMILY".THIS IS CONSIDERED "MULTI
 FAMILY".
  
 2.PLAN INDICATES FOUR UNITS PER
 BUILDING.ENERGY CALCUALTIONS DO NOT
 SPECIFY INTERIOR UNIT TO EXTERIOR UNIT.
  
 3.PLEASE CLARIFY ARE THESE UNITS TO
 BE INDIVIDUALLY PERMITTED OR PERMITTED
 BY BUILDING?SHOULD UNITS BE PERMITTED
 INDIVIDUALLY, 2 COMPLETE SETS OF PLANS,
 ENERGY & MANUAL J CALCS ARE REQUIRED FOR
 EACH PERMIT APPLICATION.
  
 4.INDICATE BUILDING TYPE.(TYPE V)?
  
 5.MECHANICAL PLAN (M-1) INDICATES
 OUTSIDE AIR CALCULATIONS, PLEASE SEE
 TABLE 403.3 FOR REQUIRMENTS.INCLUDE
 ALSO THE KITCHEN & BATHROOMS AS LISTED
 ON TABLE 403.3.
  
 6.RETURN AIR JUMPER FROM THE MASTER
 BEDROOM IS NOT SIZED PROPERLY.ALL AIR
 INTO THE MASTER SUITE IS TO BE INCLULDED
  
 7.RETURN AIR JUMPER FROM BEDROOM 1
 ON THE FIRST FLOOR DOES NOT INDICATE
 DUCT SIZE.
  
 8.SUPPLY DUCT TO BEDROOM 2, NO DUCT
 SIZE INDICATED.
  
 9.MECHANICAL PLAN INDICATES ATTIC
 ACCESS.PLEASE NOTE ACCESS SHALL BE
 LOCATED WITHIN 6 FT OF THE SERVICE PANEL
 AND SHALL COMPLY WITH 2001 FBC CHAPTER
 13 SUB-CHAPTER 610.1.ABC.3.5.2.
 10. PLEASE PROVIDE DETAIL OF DUCTWORK
 BETWEEN THE WOOD TRUSS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-03-16 Cont ID  
Sent By gsalfeld Date 2005-03-16 Time 07:50 Rev Time 0.50
Received By gsalfeld Date 2005-03-16 Time 07:50 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2004-11-19 Cont ID  
Sent By kstevens Date 2004-11-19 Time 14:13 Rev Time 0.60
Received By kstevens Date 2004-11-19 Time 14:13 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-10-09 Cont ID  
Sent By kstevens Date 2004-10-09 Time 09:03 Rev Time 1.33
Received By kstevens Date 2004-10-09 Time 09:03 Sent To  
Notes
2004-10-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SHT P-1 SANITARY RISER DIAGRAM DOES
 NOT MEET CODE REQUIREMENTS.
 A) FIRST FLOOR TUB NOT VENTED, SECTION
 909.2.1 - SEE RED LINE CORRECTION.
 B) BATH #2 THIRD FLOOR TUB NOT VENTED.
 BATH #2 RED LINE CORRECTION SHOWN. SEC.
 901.2.1
 C) WASH MACHINE SHALL NOT DRAIN THROUGH
 THE WET VENT OF THE BATHROOM GROUP. SEC.
 909.1 - WASH MACHINE REQUIRES A STAND-
 PIPE, SECTIONS 1002.1/802.4 - W/M REQUI-
 RES A CLEANOUT 4' ABOVE THE FLOOR PER
 SECTION 708.10. - SEE RED LINE CORRECT-
 ION.
 D) MASTER BATH SHOWER & TUB NOT VENTED.
 SECTION 901.2.1 - SEE RED LINE CORRECT-
 ION.
 2) A WATER RISER DIAGRAM IS REQUIRED PER
 SECTION 104.3.1.1.
 3) AN RPZ BACKFLOW WILL BE REQUIRED FOR
 EACH BUILDING UNLESS EACH UNIT HAS AN
 INDIVIDUAL METER.
 4) IF AN RPZ BACKFLOW IS REQUIRED ON
 EACH BUILDING, THERMAL EXPANSION CONTROL
 WILL BE REQUIRED. THIS SHALL BE SHOWN ON
 THE WATER HEATER DETAIL. SEC. 607.3.2.
 5) A SEPARATE PERMIT & PLANS FOR IRRI-
 GATION WILL BE REQUIRED.
 6)ENGINEERS SHALL LEGIBLY INDICATE THEIR
 NAME, ADDRESS AND LICENSE NUMBER ON EACH
 SHEET. IF PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS, ENGIN-
 EERS, ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME AND LICENSE NUMBER, AS WELL
 AS, THE NAME, ADDRESS AND CERTIFICATE OF
 AUTHORIZATION NUMBER OF THE ENGINEERING
 BUSINESS ON EACH SHEET. A TITLE BLOCK
 WILL SATISFY THIS REQUIREMENT. FAC
 61G15-23.002(2) - FS 471.025
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2005-01-14 Cont ID  
Sent By jroach Date 2005-01-14 Time 13:33 Rev Time 0.00
Received By jroach Date 2005-01-14 Time 13:33 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2004-12-29 Cont ID  
Sent By jroach Date 2004-12-29 Time 16:31 Rev Time 0.00
Received By jroach Date 2004-12-29 Time 16:31 Sent To  
Notes
2004-12-29 00:00:0012/29/04 ***FAILED***
  
 1) PLEASE PROVIDE AN OVERALL SITE PLAN
 AND LANDSCAPE PLAN.ZONING COMMENTS MAY
 NOT BE GIVEN UNTIL THESE ITEMS HAVE BEEN
 PROVIDED.
  
 2) BUILDING PERMITS SHALL NOT BE
 APPROVED UNTIL THE PLAT (WITH EASEMENTS)
 HAS BEEN APPROVED BY THE PLANNING
 DEPARTMENT AND RECORDED WITH THE CLERK
 OF THE CIRCUIT COURT OF PALM BEACH
 COUNTY.
  
 PLEASE CONTACT JOHN ROACH, PLANNER
 REGARDING QUESTIONS/COMMENTS. (561)
 822-1435


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