Plan Review Details - Permit 04110993
Plan Review Stops For Permit 04110993
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2005-08-14 Cont ID  
Sent By jwitmer Date 2005-08-14 Time 16:11 Rev Time 0.00
Received By jwitmer Date 2006-02-03 Time 07:37 Sent To  
Notes
2005-09-14 00:00:00REVISIONS #8 6-10-05 A3.02, A3.04, S3.05
 & S3.06.
 REVISION #10 7-07-05 S3.03 S3.04 &S5.02
Review Stop AD ADDRESSING
Rev No 2 Status N Date 2005-02-02 Cont ID  
Sent By ptjomsto Date 2005-02-02 Time 11:43 Rev Time 0.00
Received By ptjomsto Date 2005-02-02 Time 11:43 Sent To  
Notes
2005-02-02 00:00:00SENT TO ADDRESSING AGAIN TO VERIFY WITH
 JOHN EXTENSIONS WERE CREATED FOR THE
 THREE LOTS/PROJECT CONSISTS OF THREE
 WAREHOUSES BEING BUILT ON THIS PARCEL
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2004-12-17 Cont ID  
Sent By jwitmer Date 2004-12-17 Time 15:40 Rev Time 0.00
Received By jhiggins Date 2004-12-17 Time 16:09 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2006-03-02 Cont ID  
Sent By jwitmer Date 2006-03-02 Time 11:29 Rev Time 1.11
Received By jwitmer Date 2006-03-02 Time 11:29 Sent To PC
Notes
2006-03-02 00:00:00REV # 18 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status F Date 2006-02-03 Cont ID  
Sent By jwitmer Date 2006-02-03 Time 09:55 Rev Time 1.11
Received By jwitmer Date 2006-02-03 Time 09:55 Sent To PC
Notes
2006-02-03 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110993
 ADD: 5405 N HAVERHILL BLDG# 1
 CONT:MILLER
 TEL: (786)303-8374
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 REV STRUC REVIEW
 ACTION: DENIED
  
 REVISION# 13 10-05-05
 PLANS INDICATE CHANGES IN THE BASIC
 DESIGN WINDLOAD:
  
 PLANS INDICATE WIND VELOCITY REQUIRED
 3-SECOND GUST @ 146 MPH EXPOSURE"C"
  
 THE BUILDING WAS NOT DESIGNED UNDER
 THESE COEFICIENT FACTORS, THE PRODUCT
 APPROVAL WILL NOT HAVE HIGH ENOUGH
 PRESSURES FOR 146 MPH EXPOSURE "C".
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2006-02-03 Cont ID  
Sent By jwitmer Date 2006-02-03 Time 09:49 Rev Time 2.20
Received By jwitmer Date 2006-02-03 Time 07:37 Sent To PC
Notes
2006-02-03 00:00:00ARCH REV REVIEWEDJW
 A1.01 REV# 12 12-01-05
 A3.01 REV# 13 10-05-05
 A3.05 REV# 13A 10-05-05
 A3.08 REV# 12A 12-05-05
 A6.01 REV# 12A 12-05-05
 A6.02 REV# 12A 12-05-05
 A6.03 REV# 12A 12-05-05
 A6.04 REV# 12A 12-05-05
 A8.01 REV# 12 12-05-05
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2005-12-23 Cont ID  
Sent By jwitmer Date 2005-12-23 Time 16:04 Rev Time 1.11
Received By jwitmer Date 2005-12-23 Time 16:04 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2005-09-14 Cont ID  
Sent By jwitmer Date 2005-09-14 Time 09:08 Rev Time 2.22
Received By jwitmer Date 2005-09-14 Time 09:07 Sent To PC
Notes
2005-09-14 00:00:00REVISON# 8 DATED 6-10-05 A3.02, A3.04
 S3.05 & S3.06
 REVISION# 10 DATED 7-07-05 S3.03,
 S3.04 & S5.02
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2005-08-14 Cont ID  
Sent By jwitmer Date 2005-08-14 Time 16:11 Rev Time 0.33
Received By jwitmer Date 2005-08-14 Time 16:11 Sent To P
Notes
2005-08-14 00:00:00BLDG# 1 TIE IN SURVEY
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2005-08-14 Cont ID  
Sent By jwitmer Date 2005-08-14 Time 15:45 Rev Time 0.33
Received By jwitmer Date 2005-08-14 Time 15:45 Sent To PC
Notes
2005-08-14 00:00:00CONCRETE MIX DESIGN REPORTS
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-07-26 Cont ID  
Sent By jwitmer Date 2005-07-26 Time 07:34 Rev Time 0.33
Received By jwitmer Date 2005-07-26 Time 07:34 Sent To  
Notes
2005-07-26 00:00:00SOILS LETTER OF COMPLIANCEJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-06-13 Cont ID  
Sent By jwitmer Date 2005-06-13 Time 10:43 Rev Time 2.22
Received By jwitmer Date 2005-06-13 Time 10:43 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-06-01 Cont ID  
Sent By jwitmer Date 2005-06-01 Time 12:00 Rev Time 3.33
Received By jwitmer Date 2005-06-01 Time 09:12 Sent To  
Notes
2005-06-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110993
 ADD:5405 N HAVERHILL RD PH# 1
 CONT:NORTON CONSTRUCTION
 TEL:(561)252-0590
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
  
 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.
  
 1A) THE NOTES ABOVE MAY BE TAKEN AS
 GENERAL COMMENTS, BUT REMOVE ALL VOIDED
 PAGES SUBMIT ONLY (1) SET OF OLD VOID
 SHEETS.
 1B) 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 .
  
 2)COMMENT #5 FROM THE PREVIOUS REVIEW:
 FBC* 105.3RESIDENT INSPECTOR. SUBMIT
 INSPECTOR RESUME' AND LICENSE DOCUMENTS
 TO HAROLD PISKURA, DIRECTOR OF THE
 RESIDENT INSPECTOR PROGRAM.A RESIDENT
 INSPECTOR PROGRAM IS REQUIRED, ON THIS
 PROJECT, DUE TO ONE OR MORE OF THE
 FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 3) COMMENT #3 FROM THE PREVIOUS REVIEW:
 106.4.2 STORAGE & FACTORY- INDUS- TRIAL
 OCCUPANCIES. IT SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 4) COMMENT #4 FROM THE PREVIOUS REVIW:
 PLEASE PROVIDE THE MINIMUM BLDG DESIGN,
 THIS BLDG IS DESIGNED?
 A0.01 UNDER ALLOWABLE HEIGHT AND
 BUILDING AREA INDICATES 72,000 SQ FT
 BUT THE BLDG TYPE: IS TYPE V UNPROTECTED
 FULLY SPRINKLERED. THIS RATING IS GOOD
 FOR ONLY 48,000 SQ FT.AGAIN HOW ARE YOU
 COMPLYING WITH TABLE 500? THE TOTAL SQ
 FT( INCLUDING MEZZANINE) IS 65,199 SQ
 FT. IF AREA INCREASES WERE TAKEN PROVIDE
 THE CALCULATION! DO NOT FORGET THE AREA
 OF THE MEZZANINE TO BE INCLUDED FOR
 TOTAL AREA OF BUILDING. SEE DEFINITION
 OF AREA GROSS.
 THE 8X11 SHEET FAXED INDICATED THE
 ASSUMED PROPERTY LINE ON THE NORTH SIDE
 OF THE BUILDING WHY IS IT NOT AS
 DISCUSSED?
  
 5A)COMMENT #6 FROM THE PREVIOUS REVIEW:
 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
  
 6A) NOT A CODE ISSUE BUT REFRENCED IN
 THE PLANS THE ARCHITECT OF RECORD IS TO
 REVIEW AND APPROVE ALL COMPONENTS &
 CLADDING.
  
 6B) THE PRODUCT APPROVALS FOR PGT FIXED
 WINDOWS (2) REPORTS SUBMITTED ONE FOR
 LARGE MISSLE RATED GLASS/NONRATED OR NOT
 RATED AND A SECOND REPORT F6000
 NONRATED, EACH SECTION HAS DIFFERENT
 PRESSURES, INDICATE WHICH REPORT IS TO
 BE USED AND WHICH GLAZING SYSTEM WITH
 ASSOCIATED PRESSURES.
 THE PRODUCT APPROVAL WITH LARGE
 MISSLE RATED GLASS INDICATE WHICH
 GLAZING SYSTEM THAT SHALL BE USED, THERE
 ARE MORE THAN ONE GLAZING SYSTEM WITH
 DIFFERENT ASSOCIATED PRESSURES..
  
 6C) 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:
 1) WINDOWS FIXED OR(STOREFRONT- NOT
 SUBMITTED W/ LARGE MISSLE IMPACT)
 2) MULLIONS- NOT SUBMITTED
 3) EXTERIOR DOORS 1 REPORT ONLY!!!
 4) GARAGE DOORS- NOT SUBMITTED
 5) STORM SHUTTERS- NOT SUBMITTED
 6) ROOFING ASSEMBLIES
  
 7)FL BLD CODE 104.2.1.2*
 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY, A9.03 THE WINDOW SCHEDULE
 INDICATES THE USE OF IMPACT GLAZING,
 THEN NOTE #1 INDICATES THE USE OF STORM
 SHUTTERS, WHICH SHALL BE USED?CLARIFY.
  
 8A)COMMENT #16 FROM THE PREVIOUS REVIEW:
 A9.03 PLANS INDICATE THE USE OF STORM
 SHUTTERS, SEE CITY INTERPRETATION ON THE
 STANDARD FOR HURRICANE MISSLE IMPACT
 PROTECTION, QUESTION #13, DEALING WITH
 THE "PRESTORMHURRICANE PREPAREDNESS
 PLAN" SUBMIT WITH NEXT REVIEW.
  
 8B) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.INDICATE
 WHERE SHUTTERS SHALL BE STORED.FBC
 1606.1.4.
  
 8C) 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.
  
 9) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-02-16 Cont ID  
Sent By jwitmer Date 2005-02-16 Time 12:57 Rev Time 3.33
Received By jwitmer Date 2005-02-16 Time 12:57 Sent To  
Notes
2005-02-16 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110993
 ADD:5405 N HAVERHILL RD PH# 1
 CONT:NORTON CONSTRUCTION
 TEL:(561)252-0590
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 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.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)COMMENT #5 FROM THE PREVIOUS REVIEW:
 FBC* 105.3RESIDENT INSPECTOR. SUBMIT
 INSPECTOR RESUME' AND LICENSE DOCUMENTS
 TO HAROLD PISKURA, DIRECTOR OF THE
 RESIDENT INSPECTOR PROGRAM.A RESIDENT
 INSPECTOR PROGRAM IS REQUIRED, ON THIS
 PROJECT, DUE TO ONE OR MORE OF THE
 FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 3) COMMENT #6 FROM THE PREVIOUS REVIEW:
 106.4.2 STORAGE & FACTORY- INDUS- TRIAL
 OCCUPANCIES. IT SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 4) COMMENT #8 FROM THE PREVIOUS REVIW:
 PLEASE PROVIDE THE MINIMUM BLDG DESIGN,
 THIS BLDG IS DESIGNED?
 A0.01 UNDER ALLOWABLE HEIGHT AND
 BUILDING AREA INDICATES 72,000 SQ FT
 BUT THE BLDG TYPE: IS TYPE V UNPROTECTED
 FULLY SPRINKLERED. THIS RATING IS GOOD
 FOR ONLY 48,000 SQ FT.AGAIN HOW ARE YOU
 COMPLYING WITH TABLE 500? THE TOTAL SQ
 FT( INCLUDING MEZZANINE) IS 65,199 SQ
 FT. IF AREA INCREASES WERE TAKEN PROVIDE
 THE CALCULATION! DO NOT FORGET THE AREA
 OF THE MEZZANINE TO BE INCLUDED FOR
 TOTAL AREA OF BUILDING. SEE DEFINITION
 OF AREA GROSS.
  
 5) COMMENT #9 FROM THE PREVIOUS REVIEW
 DEALS WITH TERMIT PROTECTION
 REQUIREMENTS FOUND IN CHAPTERS OTHER
 THAN FOR TREATMENT OF SOILS:
 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.
  
 6A)COMMENT #15 FROM THE PREVIOUS REVIEW:
 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
  
 6B) NOT A CODE ISSUE BUT REFRENCED IN
 THE PLANS THE ARCHITECT OF RECORD IS TO
 REVIEW AND APPROVE ALL COMPONENTS &
 CLADDING.
  
 6C) THE PRODUCT APPROVALS FOR PGT FIXED
 WINDOWS (2) REPORTS SUBMITTED ONE FOR
 LARGE MISSLE RATED GLASSOR NOT RATEDAND
 A SECOND REPORT F6000, EACH SECTION HAS
 DIFFERENT PRESSURES, INDICATE WHICH
 REPORT IS TO BE USED AND WHICH GLAZING
 SYSTEM WITH ASSOCIATED PRESSURES.
  
 6D) 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:
 1) WINDOWS FIXED OR(STOREFRONT- NOT
  
 SUBMITTED)
 2) MULLIONS- NOT SUBMITTED
 3) EXTERIOR DOORS
 4) GARAGE DOORS- NOT SUBMITTED
 5) STORM SHUTTERS- NOT SUBMITTED
 6) ROOFING ASSEMBLIES
  
 7)FL BLD CODE 104.2.1.2*
 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY, A9.03 THE WINDOW SCHEDULE
 INDICATES THE USE OF IMPACT GLAZING,
 THEN NOTE #1 INDICATES THE USE OF STORM
 SHUTTERS, WHICH SHALL BE USED?CLARIFY.
  
 8A)COMMENT #16 FROM THE PREVIOUS REVIEW:
 A9.03 PLANS INDICATE THE USE OF STORM
 SHUTTERS, SEE CITY INTERPRETATION ON THE
 STANDARD FOR HURRICANE MISSLE IMPACT
 PROTECTION, QUESTION #13, DEALING WITH
 THE "PRESTORMHURRICANE PREPAREDNESS
 PLAN" SUBMIT WITH NEXT REVIEW.
  
 8B) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.INDICATE
 WHERE SHUTTERS SHALL BE STORED.FBC
 1606.1.4.
  
 8C) 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.
  
 9) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-12-14 Cont ID  
Sent By jwitmer Date 2004-12-14 Time 15:41 Rev Time 8.00
Received By jwitmer Date 2004-12-14 Time 12:01 Sent To  
Notes
2004-12-14 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110993
 ADD: XXXXX N HAVERHILL RD
 CONT: NORTON CONSTRUCTION
 TEL: (561)252-0590
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1A) THE ADDRESS ON THE PERMIT
 APPLICATION DOES NOT TIE TO ANY LOTIN
 THIS SUBDIVISION NOR IN THIS ADDRESS
 RANGE.
 1B) PHASE# 1 OR BUILDING# 1, CROSSES
 PROPERTY LINES.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.
 1C) ONCE THE UNITY OF TITLE IS RECORDED
 SUPPLY JOHN HIGGINS WITH RECORDED COPY
 AND RECEIVE THE ADDRESS FOR THIS
 PROJECT. (561)822-1239.
 1D) THESITE ENTRANCE IS USUALLY WHERE
  
 THE PROJECT IS ADDRESSED FROM.IT
 APPEARS
 THAT THE ENTRY IS AT THE CUL-DE-SAC AT
 THE END OF MCMILLIAN WAY.
  
 2) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 3) 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.
  
 4) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 5 ) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR
 OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL
 DESIGN
 OR METHODS OF CONSTRUCTION
  
 6) 106.4.2 STORAGE & FACTORY- INDUS-
 TRIAL OCCUPANCIES. IT SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 7) 106.4.3.SIGNS REQUIRED. IN EVERY
 BUILDING OR PART OF A BUILDING USED FOR
 STORAGE, INDUSTRIAL OR HAZARDOUS PUR-
 POSES, THE SAFE FLOOR LOADS, AS
 REVIEWED
 BY THE BUILDING OFFICIAL ON THE PLAN,
 SHALL BE MARKED ON PLATES OF APPROVED
 DE
 SIGN WHICH SHALL BE SUPPLIED & SECURELY
 AFFIXED BY THE OWNER OF THE BUILDING IN
 A CONSPICUOUS PLACE IN EACH STORY TO
 WHICH THEY RELATE. SUCH PLATES SHALL
 NOT
 BE REMOVEDOR DEFACED, & IF LOST,
 REMOVED THE OWNER OF THE BUILDING SHALL
 REPLACE THEM.
  
 8)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PROVIDE WHAT THE MINIMUM BLDG DESIGN IS
 UNDER TABLE 500? PLANS INDICATE BOTH
 FIRE SPRINKLER AS WELL AS 1 HR FIRE
 RATINGS, WERE GENERAL AREA INCREASES
 CONSIDERED INTO THE DESIGN?
  
 9) 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.
  
 10) 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.
  
 11)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
 SCREWS SHALL BE USED PER DIDE.
 3) FOR UNITS BETWEEN 24" & 36", THREE
 SCREWS SHALL BE USED PER SIDE.
 4) FOR UNITS GREATER THAN 36" OR 5
 TONS
 ANCHORAGE SHALL BE DESIGN IN ACCORDANCE
 WITH 301.13. (140 MPH).
  
 12) A8.02 DETAILS 8&9 INDICATE CANVAS
 AWNINGS, UNDER SEPERATE PERMIT.
  
 13) A9.03 NOTE 8 CORRECT TO F.B.C.
 SECTION.
  
 14) A8.02 PROJECT MONUMENT SIGN UNDER
 SEPERATE PERMIT, SEE COPY OF CITY
 ORDINANCE ON MONUMENT SIGNS CONCERNING
 ADDRESSING.
  
 15)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
 B) MULLIONS
 C) EXTERIOR DOORS
 D) GARAGE DOORS
 E) STORM SHUTTERS
 F) ROOFING ASSEMBLIES, UNDERLAYMENTS,
 BUILT UP OR MODIFIED SYSTEMS
 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
  
 16) PLANS INDICATE THE USE OF STORM
 SHUTTERS. SEE CITY INTERPRETATION ON
 STANDARD FOR HURRICANE MISSLE IMPACT
 PROTECTION, SEE ATTACHMENT, QUESTION
 13.
  
 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 PERMIT
 ISSUANCE.
  
 17) CORRECT S2.01 ASCE 7-98, V= 140 MPH
 WIND ZONE, EXPOSURE "B".
  
 18) S2.01 DOESN'T MENTION TERMITE SOIL
 PRETREATMENT.105.11.
  
 19)A1.01 PLANS TO PROVIDE AT LEAST ONE
 ACCESSIBLE ROUTE CONNECTING ACCESSIBLE
 BUILDINGS, FACILITIES, ELEMENTS, AND
 SPACES THAT ARE ON THE SAME SITE.
 SEE 11-4.3.2(2)
  
 20)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 E ELECTRICAL
Rev No 8 Status P Date 2006-05-12 Cont ID  
Sent By btrobaug Date 2006-05-12 Time 14:28 Rev Time 0.50
Received By btrobaug Date 2006-05-12 Time 14:28 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 7 Status P Date 2006-02-10 Cont ID  
Sent By dpalmer Date 2006-02-10 Time 17:56 Rev Time 0.00
Received By dpalmer Date 2006-02-10 Time 17:48 Sent To PC
Notes
2006-02-10 00:00:00REV'S FOR RISER DIAGRAM AND PANEL
 SCHEDULES.
 E-1.10, 1.10A AND 1.12
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2006-01-31 Cont ID  
Sent By dpalmer Date 2006-01-31 Time 19:14 Rev Time 0.00
Received By dpalmer Date 2006-01-31 Time 17:50 Sent To FIRE
Notes
2006-01-31 00:00:00******* UNSAT *****
  
 1)NOTE: PLEASE CORRELATE RISER AND
 FEEDERS FOR TENANT MAINS 1 AND 10.
 PLEASE SEE THESE ARE SHOWN AS 150A'S,
 YET FEEDER NOTE #9 INDICATES 32'S. AWG.
 PLEASE SEE 310.16,240.4
  
 2)NOTE: PLEASE SEE PANEL SCHEDULE FOR
 UNIT #10 INDICATES THIS PANEL AS 100A'S?
 SHEET E-1.12
  
 3)NOTE: PLEASE SEE MAIN ELECTRICAL ROOM
 LAYOUT ON 1.10A WHICH SHOWS TWO MAINS
 WITH CONDUIT JOINING BOTH MAINS. PLEASE
 VERIFY THIS AS EACH SEEM TO FEED
 DIFFERENT GUTTERS ETC?
 215.5
  
 PLEASE KNOW, DEPENDING ON FIRE REVIEW,
 SHEETS FOR UNITS MAY BE STAMPED AND
 PASSED FOR REVIEW, HOWEVER SHEETS
 MENTIONED ABOVE SHALL BE REMOVED.
 CORRECTED REVISIONS WILL BE REQUIRED TO
 BE SUBMITTED SEPARTELY.
 IF FIRE REVIEW PROCEEDS INTO A "P"
 STATUS, UNIT LAYOUTS WILL BE STAMPED FOR
 ROUGH INSPECTIONS. *** PLEASE KEEP IN
 MIND, PLANS SUBMITTED ARE STILL SHOWING
 SHEETS WHICH INDICATE "OPTIONS", PLEASE
 KNOW, ALL "OPTIONS" MUST BE REVISED TO
 THE INDIVIDUAL UNITS BEFORE ROUGH.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF NEW SHEETS ADDRESSING
 COMMENTS AS NOTED ABOVE ARE SUBMITTED
 AND INSERTED INTO SETS BEFORE FIRE
 REVIEW IS COMPLETED, THEN PLEASE CALL TO
 SET UP A MEETING TO DO SO.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2006-01-12 Cont ID  
Sent By dpalmer Date 2006-01-12 Time 08:20 Rev Time 0.00
Received By dpalmer Date 2006-01-12 Time 07:13 Sent To  
Notes
2006-01-12 00:00:00********** UNSAT ************
  
  
 1)NOTE: RISER DIAGRAM AHS NOW BEEN
 COMPLETELY REVISED. PLEASE SEE MAINS
 HAVE NOW BEEN INCREASED AND VOLTAGES
 HAVE BEEN CHANGED FROM 480V TO 208V.
 PLEASE SEE NO REVISED PANELS, PANEL
 SCHEDULES, OR LOAD CALCUALTIONS WERE
 SUBMITTED FOR THIS.
 215.5
  
 2)NOTE: PLEASE SEE 250.66 FOR MIN SIZING
 FOR GROUNDING ELECTRODE CONDUCTOR.
 PLEASE SEE A 2/0 MIN APPEARS TO BE
 REQUIRED. PLEASE SEE THIS IS REQUIRED
 FOR ALL MAINS. (4).
  
 3)NOTE: PLEASE SEE AN "EQUIPMENT
 GROUNDING CONDUCTOR" IS NOW BEING SHOWN
 FROM METER TO MAIN.
 PLEASE SEE 250.6, THIS EQP GRND SHOULD
 ONLY BE INSTALLED AFTER THE FIRST MEANS
 OF DISCONNECT.
  
 4)NOTE: PLEASE INDICATE THE
 SIZE/AMPERAGES OF METERS. PLEASE SEE
 METER FOR SPACE 7/8 NOW APPEAR TO BE
 FEEDING TWO MAINS. PLEASE ALSO SEE
 CONDUCTORS FOR DISCONNECT #2 SEEMS TO BE
 FEEDING THROUGH THE OTHER MAIN. PLEASE
 SEE MAIN DISCONNECT IS BEING USED AS A
 RACEWAY FOR 2ND MAIN.
 PLEASE VERIFY AS METER SHOULD BE DOUBLE
 LUGGED FOR THIS INSTALLATION.
  
  
 5)NOTE: PLEASE SEE HOUSE PANEL AND MAIN
 SEEMS TO BE STRICKEN FROM PLANS WITH A
 HIGHLIGHTER FOR SOME REASON?
 PLEASE VERIFY.
 215.5
  
 ** PLEASE KNOW ALL OPTIONS FOR UNITS AND
 REVISIONS SHOULD BE SUBMITTED FOR REVIEW
 AND ON JOB-SITE BEFORE ANY ROUGH
 ELECTRICAL INSPECTION IS CALLED IN.
 PLEASE SEE ORIGINAL PLANS WERE STAMPED
 FOR THIS.
 THIS IS ONLY A NOTE, AS IT HAS TO THE
 ATTENTION OF THIS OFFICE THAT ROUGHS ARE
 BEING CALLED IN FOR INSPECTIONS WITHOUT
 HAVING THE LATEST UPDATED STMAPED PLANS
 ON JOBSITE FOR INSPECTION.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW ALONG WITH OTHER MISSING
 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 4 Status F Date 2005-11-14 Cont ID  
Sent By dpalmer Date 2005-11-14 Time 08:49 Rev Time 2.00
Received By dpalmer Date 2005-11-10 Time 21:42 Sent To  
Notes
2005-11-14 00:00:00************ UNSAT ************
  
 1)NOTE: PLEASE SEE MAIN ELECTRICAL ROOM
 IS NOW BEING SHOWN AT A DETACHED BLDG.
 PLEASE SEE 225.31 -225.39 FOR FEEDERS
 COMING INTO MAIN BLDG. A DISCONNECTING
 MEANS FOR EACH IS REQUIRED AND ALL MAINS
 ARE REQUIRED TO BE GROUPED ETC. 252.31,
 225.34.
  
 2)NOTE: PLEASE SEE MIN CLEARENCES PER
 110.26 ARE NOT MET IN THIS NEW
 ELECTRICAL ROOM SHOWN.
 PLEASE SEE SCALE AS SHOWN MENTIONS
 1/2"PER FT.
  
 3)NOTE: PLEASE PROVIDE GROUNDING
 ELECTRODE SYSTEM AT DETACHED MAIN BLDG.
 PER 250.32
  
 4)NOTE: PLEASE PROVIDE A REVISED RISER
 DIAGRAM WITH CHANGES AS SHOWN AND
 CHANGES TO BE MADE BY THE ABOVE
 COMMENTS.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASEDO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
2005-11-10 00:00:00*********NOTES***
  
  
 PLANS TO BE FAILED AND COMMENTS TO
 FOLLOW.
 DO NOT CONSTRUCT DETACHED ELECTRICAL
 ROOM, AS SHOWN THIS WILL NOT PERMITTED.
  
  
 ** CALLED OWNER'S REP, FOR ELECTRICAL
 COMMENTS TO FOLLOW.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-08-15 Cont ID  
Sent By dpalmer Date 2005-08-15 Time 21:29 Rev Time 0.75
Received By dpalmer Date 2005-08-15 Time 20:53 Sent To  
Notes
2005-08-15 00:00:00IN ELEC FOR REVIEW.
 REV'S,
  
 REVISED CIRCUITING, LTS, CU'S ETC,
 SHEETS:
 1.02,1.04,1.05,1.06,1.07,& 1.12
 ELECTRICAL SHEETS STAMPED FOR THREE
 SETS.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-02-14 Cont ID  
Sent By dpalmer Date 2005-02-14 Time 17:53 Rev Time 0.75
Received By dpalmer Date 2005-02-11 Time 14:38 Sent To  
Notes
2005-02-14 00:00:00ELECTRICAL PLANS STAMPED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-12-02 Cont ID  
Sent By dpalmer Date 2004-12-02 Time 09:09 Rev Time 5.00
Received By dpalmer Date 2004-12-02 Time 06:43 Sent To  
Notes
2004-12-02 00:00:00IN ELEC FOR REVIEW.
 ************** UNSAT ******************
  
 WAREHOUSE PROJECT:
 5405 N. HAVERHILL
 04110993
  
 REVIEWED FOR CODE COMPLIANCE UNDER 2002
 NEC.
  
 1)NOTE: PLEASE SEE UNIT #2, SHOWS TO BE
 FUTURE UNIT, YET MEZZ FLR AREA SHOWS
 LTS, BUT NOT TO ANY CIRCUITS?
 PLEASE CLARIFY.
  
 2)NOTE: PLEASE SEE UNITS #'S 13,26
 INDICATE SHOW ROOMS. PLEASE SEE 210.62
 AT LEAST ONE RECEPTACLE OUTLET SHALL BE
 INSTALLED DIRECTLY ABOVE A SHOW WINDOW
 FOR EACH 3.7 LINEAR M (12 FT) OR MAJOR
 FRACTION THEREOF OF SHOW WINDOW AREA
 MEASURED HORIZONTALLY AT ITS MAXIMUM
 WIDTH.
 SHOW WINDOWS USUALLY EXTEND FROM FLOOR
 TO CEILING FOR MAXIMUM DISPLAY. TO
 DISCOURAGE FLOOR RECEPTACLES AND
 UNSIGHTLY EXTENSION CORDS LIKELY TO
 CAUSE PHYSICAL INJURY, RECEPTACLES MUST
 BE INSTALLED DIRECTLY ABOVE A SHOW
 WINDOW, AND ONE RECEPTACLE IS REQUIRED
 FOR EVERY 12 LINEAR FT OR ?MAJOR
 FRACTION THEREOF? (6 FT OR MORE). SEE
 220.3(B)(7) AND 220.12(A) FOR
 INFORMATION REGARDING LOAD COMPUTATIONS
 FOR SHOW WINDOWS.
 IT IS NOTEDON ONE OF THE PANEL
 SCHEDULES FOR L-26 "SHOWROOM RECEPTS,
 HOWEVER THESE APPEAR TO BE CLOSE TO FLR
 LEVEL?
  
 3)NOTE: PLEASE INDICATE CIRCUITING FOR
 ALL A/C EQUIPMENT. PLEASE SEE THERE ARE
 SOME A/C COND UNITS SHOWN ON ROOF, YET
 THESE DO NOT SHOW ANY HOOK-UPS, CIRCUITS
 ETC.?
 PLEASE SEE 440.11 WHICH REQUIRES
 DISCONNECTING MEANS CAPABLE OF
 DISCONNECTING AIR-CONDITIONING AND
 REFRIGERATING EQUIPMENT, INCLUDING
 MOTOR-COMPRESSORS AND CONTROLLERS FROM
 THE CIRCUIT CONDUCTORS.
  
 4)NOTE: PLEASE SEE ALL OPTS AS SHOWN ON
 E-1.08. IF ANY OF THESE OPTIONS ARE
 TAKENAND DIFFER FROM PLANS SHOWN, THEN
 PLANS WILL BE REQUIRED TO BE REVISED
 BEFORE ROUGH FOR WHICH OPTION IS TAKEN
 FOR WHICH UNIT. THIS IS ONLY A NOTE
 GIVEN AT THIS TIME.
  
 5)NOTE: PLEASE SEE 250.50 FOR REQUIRED
 POINTS OF ATTACHMENT FOR GROUNDING
 ELECTRODE SYSTEM.
 IF AVAILABLE ON THE PREMISES AT EACH
 BUILDING OR STRUCTURE SERVED, EACH ITEM
 IN 250.52(A)(1) THROUGH (A)(6) SHALL BE
 BONDED TOGETHER TO FORM THE GROUNDING
 ELECTRODE SYSTEM. CONCRETE-ENCASED
 ELECTRODE,METAL UNDERGROUND WATER PIPE,
 ETC.
  
 6)NOTE: PLEASE SEE THERE IS AN EQUIPMENT
 GROUNDING CONDUCTOR SHOWN FROM FPL
 TRANSFORMER TO MAIN # 2.
 PLEASE SEE 250.6,250.24
 OBJECTIONABLE CURRENT OVER GROUNDING
 CONDUCTORS.
 A PREMISES WIRING SYSTEM SUPPLIED BY A
 GROUNDED AC SERVICE SHALL HAVE A
 GROUNDING ELECTRODE CONDUCTOR CONNECTED
 TO THE GROUNDED SERVICE CONDUCTOR, AT
 EACH SERVICE, IN ACCORDANCE WITH
 250.24(A)(1) THROUGH (A)(5).
 THE CONNECTION SHALL BE MADE AT ANY
 ACCESSIBLE POINT FROM THE LOAD END OF
 THE SERVICE DROP OR SERVICE LATERAL TO
 AND INCLUDING THE TERMINAL OR BUS TO
 WHICH THE GROUNDED SERVICE CONDUCTOR IS
 CONNECTED AT THE SERVICE DISCONNECTING
 MEANS.
  
 7)NOTE: PLEASE SEE NOTE #9 FOR RISER
 DIAGRAM ON E 1.10.
 PLEASE SEE 250.122 FOR SIZING OF THE
 EQUIPMENT GROUNDING CONDUCTOR.
 COPPER, ALUMINUM, OR COPPER-CLAD
 ALUMINUM EQUIPMENT GROUNDING CONDUCTORS
 OF THE WIRE TYPE SHALL NOT BE SMALLER
 THAN SHOWN IN TABLE 250.122 BUT SHALL
 NOT BE REQUIRED TO BE LARGER THAN THE
 CIRCUIT CONDUCTORS SUPPLYING THE
 EQUIPMENT.
 SOME SHOWN AS #10 ON 100A OCP ETC.
 PLEASE SEE NOTE #17.
  
 8)NOTE: PLEASE CORRELATE RISER DIAGRAM
 EQUIPMENT SIZES.
 RISER SHOWS SOME 100A FEEDS TO 60A
 DISCONNECTING MEANS. PLEASE SEE
 EQUIPMENT MUST BE RATED FOR FEED.
 PLEASE SEE 1-6,14-19= 100A FEEDS TO 60A
 DISC'S. #20&21 150A FEEDS TO 100A
 DISC'S.????
  
 9)NOTE: PLEASE VERIFY SERVICE LOCATION
 ON PLANS. THIS COULD NOT BE LOCATED.
 PLEASE SEE 230.72 FOR GROUPING OF
 MAINS.
 PLEASE ALSO SEE 230.70 THE SERVICE
 DISCONNECTING MEANS SHALL BE INSTALLED
 AT A READILY ACCESSIBLE LOCATION EITHER
 OUTSIDE OF A BUILDING OR STRUCTURE OR
 INSIDE NEAREST THE POINT OF ENTRANCE OF
 THE SERVICE CONDUCTORS.
 THE TWO TO SIX DISCONNECTS AS PERMITTED
 IN 230.71 SHALL BE GROUPED. EACH
 DISCONNECT SHALL BE MARKED TO INDICATE
 THE LOAD SERVED.
  
 10)NOTE: PLEASE SHOW LOCATION OF
 DISCONNECTS, TRANSFORMERS IN UNITS.
 THESE COULD NOT BE LOCATED ON PLANS.
 215.5
  
 11)NOTE: PLEASE SEE 250.30 FOR GROUNDING
 OF TRANSFOMERS.
 GROUNDING SEPARATELY DERIVED
 ALTERNATING-CURRENT SYSTEMS.
 A SEPARATELY DERIVED AC SYSTEM THAT IS
 GROUNDED SHALL COMPLY WITH 250.30(A)(1)
 THROUGH (6). PLEASE SHOW THE ATTACHMENT
 ON RISER.
  
 12)NOTE: PLEASE SHOW ALL CONTINUOUS
 LOADS AT 125%.FEEDERS SHALL BE PROTECTED
 AGAINST OVERCURRENT IN ACCORDANCE WITH
 THE PROVISIONS OF PART I OF ARTICLE 240.
 WHERE A FEEDER SUPPLIES CONTINUOUS LOADS
 OR ANY COMBINATION OF CONTINUOUS AND
 NONCONTINUOUS LOADS, THE RATING OF THE
 OVERCURRENT DEVICE SHALL NOT BE LESS
 THAN THE NONCONTINUOUS LOAD PLUS 125
 PERCENT OF THE CONTINUOUS LOAD.
 THE AMPACITY OF THE SERVICE-ENTRANCE
 CONDUCTORS BEFORE THE APPLICATION OF ANY
 ADJUSTMENT OR CORRECTION FACTORS SHALL
 NOT BE LESS THAN EITHER (1) OR (2).
 LOADS SHALL BE DETERMINED IN ACCORDANCE
 WITH ARTICLE 220. AMPACITY SHALL BE
 DETERMINED FROM 310.15. THE MAXIMUM
 ALLOWABLE CURRENT OF BUSWAYS SHALL BE
 THAT VALUE FOR WHICH THE BUSWAY HAS BEEN
 LISTED OR LABELED.
 (1) THE SUM OF THE NONCONTINUOUS LOADS
 PLUS 125 PERCENT OF CONTINUOUS LOADS
 (2) THE SUM OF THE NONCONTINUOUS LOAD
 PLUS THE CONTINUOUS LOAD IF THE
 SERVICE-ENTRANCE CONDUCTORS TERMINATE IN
 AN OVERCURRENT DEVICE WHERE BOTH THE
 OVERCURRENT DEVICE AND ITS ASSEMBLY ARE
 LISTED FOR OPERATION AT 100 PERCENT OF
 THEIR RATING.
 THIS WILL BE FOR INDIVIUAL UNITS AND
 HOUSE PANELS.
  
 13)NOTE: PLEASE SHOW LOAD CALCULATIONS
 PER EACH MAIN.
 PLEASE SHOW LOAD CALCULATIONS, PLEASE
 SHOW PER 220.3,220.10,220.11,220.13
 ETC.
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42
 PLEASE ALSO INDICATE LOAD FOR EACH
 PANEL, ON THAT PARTICULAR PANEL
 SCHEDULE.
 PLEASE SEE THERE IS A PANEL "X" WHICH IS
 NOTED FOR SOME TYPICAL UNITS, HOWEVER
 THERE ARE CIRCUITS AND LOADS INDICATED
 ON SOME OF THESE UNITS WHICH ARE NOT
 SHOWN ON THIS "TYPICAL" PANEL
 SCHEDULE.?
 PLEASE CORRELATE. ONE UNIT NOTED,#13
  
 14)NOTE: PLANS CONTAIN NOTES IN MANY
 LOCATION WITH REFERENCE TO EXISTING
 SERVICE AND EXISTING PHASE 1, YET THE
 TITLE BLOCK AND PLANS REFERENCE THIS AS
 BEING PHASE -1. ??
 PLEASE SEE LOAD CALCS INDICATE
 "EXISTING" BUILDING CAPACITY???
 PLEASE SEE E1.10,1.09
  
 15)NOTE: PLEASE SEE SPRINKLER MONITOR
 PANEL DETAIL. PLEASE SEE MISSING
 EQUIPMENT GROUNDING PER 250.110
 EXPOSED NON?CURRENT-CARRYING METAL PARTS
 OF FIXED EQUIPMENT LIKELY TO BECOME
 ENERGIZED SHALL BE GROUNDED.
  
 16)NOTE: PLEASE CLARIFY IF FIRE
 SPRINKLER PIPING IS METAL? PLEASE SEE
 250.104 .THE METAL WATER PIPING SYSTEM
 SHALL BE BONDED AS REQUIRED IN (1), (2),
 (3), OR (4) OF THIS SECTION. THE BONDING
 JUMPER(S) SHALL BE INSTALLED IN
 ACCORDANCE WITH 250.64(A), (B), AND (E).
 THE POINTS OF ATTACHMENT OF THE BONDING
 JUMPER(S) SHALL BE ACCESSIBLE.
  
 17)NOTE: PLEASE SEE 408.16.EACH LIGHTING
 AND APPLIANCE BRANCH-CIRCUIT PANELBOARD
 SHALL BE INDIVIDUALLY PROTECTED ON THE
 SUPPLY SIDE BY NOT MORE THAN TWO MAIN
 CIRCUIT BREAKERS OR TWO SETS OF FUSES
 HAVING A COMBINED RATING NOT GREATER
 THAN THAT OF THE PANELBOARD.
 PLEASE SEE MOST PANELS ARE SHOWN AS
 MLO.
 PLEASE ALSO SEE 240.21
  
 18)NOTE: PLEASE SEE MOST OF THE WATER
 HEATERS SHOWN INDICATE 40A OCP FOR 6KW
 UNITS WHICH IS FINE, YET THERE ARE A
 COUPLE WITH 50A OCP. PLEASE SEE MAX OCP
 FOR WATER HEATER IS 150%. PLEASE ADJUST
 OCP.A BRANCH CIRCUIT SUPPLYING A FIXED
 STORAGE-TYPE WATER HEATER THAT HAS A
 CAPACITY OF 450 L (120 GAL) OR LESS
 SHALL HAVE A RATING NOT LESS THAN 125
 PERCENT OF THE NAMEPLATE RATING OF THE
 WATER HEATER.
 IF THE BRANCH CIRCUIT SUPPLIES A SINGLE
 NON?MOTOR-OPERATED APPLIANCE, THE RATING
 OF OVERCURRENT PROTECTION SHALL BE 150%
 MAX . 422.11
  
 19)NOTE: PLEASE SEE HOUSE PANEL "HP-1"
 DOES NOT INDICATE FEED FOR TRANSFORMER
 TO SPRINKLER MONT PANEL?
 PLEASE SHOW. 215.5
  
 20)NOTE: PLEASE SEE ALL LOADS FOR ALL
 AHU'S ON PANEL SCHEDULES. SOME SHOW
 ACTUAL LOADS, SOMEDO NOT INDICATE FULL
 KW LOAD FOR A/C UNITS??
 PLEASE CORRELATE ALL.
 215.5
  
 21)NOTE: PLEASE CORRELATE RISER DIAGRAM
 AND PANELS, DISCONNECTS. ETC.
 PLEASE SEE UNIT #1 ON RISER INDICATES A
 400A DISC , YET UNIT #1IS 100A'S??
 SHOWS UNIT #2 AS 100A AND PLANS INDICATE
 #2 AS 400A.
  
 22)NOTE: PLEASE SEE A/C LOAD/DISC ON
 PLANS, SHOWN FOR 50A LOAD?
  
 23)NOTE: PLEASE SEE WIND LOADING FOR
 POLES ARE LISTED AS 120MPH. PLEASE SEE
 WE ARE UNDER THE FBC 140 MPH RATING.
 PLEASE SUBMIT WIND LOADS AND SPECS FOR
 SITE LIGHTING POLES FOR BLDG REVIEW.
 THIS IS REQUIRED AT THIS TIME. PLEASE
 ALSO ADJUST ELECTRICAL PLANS FOR 140
 MPH.
 LIGHT POLES ARE ALSO NOTED AS MENTIONING
 TO MATCH "EXISTING" PHASE-1 ??
  
 24)NOTE: PLEASE SEE "L-26" ON E1.12 DOES
 NOT INDICATE BUS-RATING.?
 215.5
  
 25)NOTE: PLEASE ALSO SEE CIRCUITING OF
 EM/EXT LTS.
 PLEASE SEE 700.12E FOR CIRCUITING
 REQUIREMENTS.
 INDIVIDUAL UNIT EQUIPMENT FOR EMERGENCY
 ILLUMINATION SHALL CONSIST THE BRANCH
 CIRCUIT FEEDING THE UNIT EQUIPMENT SHALL
 BE THE SAME BRANCH CIRCUIT AS THAT
 SERVING THE NORMAL LIGHTING IN THE AREA
 AND CONNECTED AHEAD OF ANY LOCAL
 SWITCHES.
  
 26)NOTE: PLEASE REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO COMPLETE SETS FOR REVIEW AND
 STAMPING.
 PLEASE SEE BLDG REVIEW NOTES FOR
 REQUIREMENTS OF POSSIBLE "SPEACIAL
 INSPECTOR" AND NEEDING THREE (3) SETS OF
 PLANS.
  
 27)NOTE: PLEASE SEE POSSIBLE NOTES FROM
 OTHER REVIEWER(S) WHICH MAY HAVE AN
 AFFECT ON ELECTRICAL PLANS.(FIRE,BLDG
 ETC)
  
  
  
  
 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 2006-02-24 Cont ID  
Sent By mamini Date 2006-02-24 Time 15:43 Rev Time 0.50
Received By mamini Date 2006-02-24 Time 15:43 Sent To  
Notes
2006-02-24 00:00:00PASSED:
  
 1. REVIEWED FOR REVISION, SHEET C.4.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2006-01-27 Cont ID  
Sent By mamini Date 2006-01-27 Time 14:40 Rev Time 0.50
Received By mamini Date 2006-01-27 Time 14:40 Sent To  
Notes
2006-01-27 00:00:00PASSED:
  
 1. REVIEWED FOR REVISION SHEETS C.3,C.5A
 C.9.
 IF ANYQUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2005-01-20 Cont ID  
Sent By mamini Date 2004-11-29 Time 11:50 Rev Time 0.00
Received By mamini Date 2004-11-29 Time 15:14 Sent To  
Notes
2004-11-29 00:00:00PASSED:
  
 1. SEE PERMIT # 04110991 FOR
 UNDERGROUND UTILITIES AND SITE WORK.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2006-02-16 Cont ID  
Sent By nmccray Date 2006-02-16 Time 10:04 Rev Time 0.00
Received By nmccray Date 2006-02-16 Time 10:04 Sent To E
Notes
2006-02-16 00:00:00REVISION DATED 01-17-06
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2006-01-30 Cont ID  
Sent By mwennerg Date 2006-01-30 Time 14:09 Rev Time 0.00
Received By mwennerg Date 2006-01-30 Time 14:09 Sent To  
Notes
2006-01-30 00:00:00REVISION DATED 12/5/05
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2005-11-16 Cont ID  
Sent By mwennerg Date 2005-11-16 Time 11:02 Rev Time 0.00
Received By mwennerg Date 2005-11-16 Time 11:02 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-09-06 Cont ID  
Sent By mwennerg Date 2005-09-06 Time 15:37 Rev Time 0.00
Received By mwennerg Date 2005-09-06 Time 15:37 Sent To  
Notes
2005-09-06 00:00:00REVISION DATED 6/28/05
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2005-03-25 Cont ID  
Sent By nmccray Date 2005-03-25 Time 10:32 Rev Time 0.00
Received By nmccray Date 2005-03-25 Time 10:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-12-20 Cont ID  
Sent By mcarsill Date 2004-12-20 Time 16:44 Rev Time 0.00
Received By mcarsill Date 2004-12-20 Time 16:44 Sent To  
Notes
2004-12-20 00:00:001. WET FIRE HYDRANTS ARE REQUIRED
 PRIOR TO, DURING AND AFTER
 CONSTRUCTION.
  
 2. SUITABLE ROADS ARE TO BE PROVIDED
 FOR FIRE AND PARAMEDICAL EQUIPMENT
 DURING CONSTRUCTION.
  
 3. KNOX-BOXES WILL BE REQUIRED.
  
 4. PROPER CLEARANCES ARE REQUIRED TO
 ALL PROPOSED FIRE HYDRANTS.
  
 5. ELECTRONIC SWITCHES, CHAIN AND
 LOCKS REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 6. ALL PROPOSED MEZZANINES TO COMPLY
 WITH THE FLORIDA BUILDING CODE AND
 THE FLORIDA FIRE PREVENTION CODE WITH
 REGARDS TO MEZZANINES.
  
 7. BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION. A MINIMUM OF AT LEAST 6"
 NUMBERS ARE REQUIRED.
  
 8. PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND CEILINGS.
  
 9. PLEASE PROVIDE PRESCRITPIVE STRENGTH
 REQUIREMENTS FOR ALL HANDRAILS AND
 GUARDRAILS.
  
 10. PLEASE INDICATE WHAT ITEMS WILL
 BE STORED IN THE BUILDING. ARE ANY
 FLAMMABLE OR COMBUSTIBLE LIQUIDS,
 SOLIDS OR GASES PLANNED.
  
 11. ANY STORAGE RACKS PLANNED.
  
 12. THE FIRE ALARM SYSTEM SHALL
 BE MONITORED BY A UL LISTED FIRE
 ALARM COMPANY LISTED FOR CENTRAL
 STATION SERVICE.
  
 13. KNOX-BOX LOCKING CAPS SHALL BE
 PROVIDED.
  
 14. SEPARATE PLANS AND PERMITS
 REQUIRED FOR THE FIRE SPRINKLER SYSTEM.
  
 15. PROVIDE SEPARATE PLANS AND PERMITS
 FOR FIRE ALARM SYSTEM.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 18 Status N Date 2006-04-12 Cont ID  
Sent By ptjomsto Date 2006-04-12 Time 16:10 Rev Time 0.00
Received By ptjomsto Date 2006-04-12 Time 16:10 Sent To  
Notes
2006-04-12 00:00:00REV/MECH GIVEN TO HAROLD MOSER
Review Stop I INCOMING/PROCESSING
Rev No 17 Status N Date 2006-02-21 Cont ID  
Sent By adarroug Date 2006-02-21 Time 09:22 Rev Time 0.00
Received By adarroug Date 2006-02-21 Time 09:22 Sent To  
Notes
2006-02-21 00:00:00WAITING FOR "COMM" BD-REV
Review Stop I INCOMING/PROCESSING
Rev No 16 Status N Date 2006-02-10 Cont ID  
Sent By adarroug Date 2006-02-10 Time 11:31 Rev Time 0.00
Received By adarroug Date 2006-02-10 Time 11:31 Sent To B
Notes
2006-02-10 00:00:00TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 15 Status N Date 2006-02-07 Cont ID  
Sent By adarroug Date 2006-02-07 Time 11:29 Rev Time 0.00
Received By adarroug Date 2006-02-07 Time 11:29 Sent To E
Notes
2006-02-07 00:00:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 14 Status N Date 2006-01-22 Cont ID  
Sent By adarroug Date 2006-01-22 Time 11:50 Rev Time 0.00
Received By adarroug Date 2006-01-22 Time 11:50 Sent To E
Notes
2006-01-22 00:00:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2006-01-19 Cont ID  
Sent By adarroug Date 2006-01-19 Time 13:21 Rev Time 0.00
Received By adarroug Date 2006-01-19 Time 13:21 Sent To  
Notes
2006-01-19 00:00:00TO "COMM" BD#37
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2005-12-30 Cont ID  
Sent By adarroug Date 2005-12-30 Time 11:47 Rev Time 0.00
Received By adarroug Date 2005-12-30 Time 11:47 Sent To Z
Notes
2005-12-30 00:00:00TO "Z" BOX
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2005-12-10 Cont ID  
Sent By adarroug Date 2005-12-10 Time 14:32 Rev Time 0.00
Received By adarroug Date 2005-12-10 Time 14:32 Sent To  
Notes
2005-12-10 00:00:00WAITING FOR "COMM" BD/3
 REV.(BLDG,ELEC,MECH)
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2005-10-03 Cont ID  
Sent By adarroug Date 2005-10-03 Time 16:47 Rev Time 0.00
Received By adarroug Date 2005-10-03 Time 16:47 Sent To  
Notes
2005-10-13 00:00:00TO "COMM" BD#45
2005-10-03 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2005-09-19 Cont ID  
Sent By adarroug Date 2005-09-19 Time 15:55 Rev Time 0.00
Received By adarroug Date 2005-09-19 Time 15:55 Sent To B
Notes
2005-09-19 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2005-09-15 Cont ID  
Sent By adarroug Date 2005-09-15 Time 14:15 Rev Time 0.00
Received By adarroug Date 2005-09-15 Time 14:15 Sent To  
Notes
2005-09-15 00:00:009/15/05ROUTED TO "JWITMER" DESK FROM
 "COMM" BD#59
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2005-08-11 Cont ID  
Sent By adarroug Date 2005-08-11 Time 17:16 Rev Time 0.00
Received By adarroug Date 2005-08-11 Time 17:16 Sent To B
Notes
2005-08-11 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-08-10 Cont ID  
Sent By adarroug Date 2005-08-10 Time 17:42 Rev Time 0.00
Received By adarroug Date 2005-08-10 Time 17:42 Sent To B
Notes
2005-08-10 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-08-10 Cont ID  
Sent By adarroug Date 2005-08-10 Time 17:07 Rev Time 0.00
Received By adarroug Date 2005-08-10 Time 17:07 Sent To B
Notes
2005-08-10 00:00:00TO "JWITMER" DESK/2SUBMITTALS
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-08-04 Cont ID  
Sent By adarroug Date 2005-08-04 Time 09:50 Rev Time 0.00
Received By adarroug Date 2005-08-04 Time 09:50 Sent To  
Notes
2005-08-05 00:00:00TO "COMM" BD#59
2005-08-04 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-07-05 Cont ID  
Sent By adarroug Date 2005-07-05 Time 11:42 Rev Time 0.00
Received By adarroug Date 2005-07-05 Time 11:42 Sent To B
Notes
2005-07-05 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-05-13 Cont ID  
Sent By adarroug Date 2005-05-04 Time 13:40 Rev Time 0.00
Received By adarroug Date 2005-05-04 Time 16:33 Sent To  
Notes
2005-05-13 00:00:00TO "COMM" BD#11/PLANS ON RACK
2005-05-04 00:00:00IN INCOMING AWAITING SPACE ON "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-02-02 Cont ID  
Sent By adarroug Date 2005-02-02 Time 14:10 Rev Time 0.00
Received By adarroug Date 2005-02-02 Time 14:10 Sent To  
Notes
2005-02-02 00:00:00TO COMM. BOX#59
Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2006-04-13 Cont ID  
Sent By hmoser Date 2006-04-13 Time 09:41 Rev Time 0.00
Received By hmoser Date 2006-04-13 Time 09:41 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2006-01-23 Cont ID  
Sent By hmoser Date 2006-01-23 Time 17:34 Rev Time 0.00
Received By hmoser Date 2006-01-23 Time 16:59 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status N Date 2005-12-05 Cont ID  
Sent By rregueir Date 2005-12-05 Time 17:20 Rev Time 0.00
Received By rregueir Date 2005-12-05 Time 17:20 Sent To  
Notes
2005-12-05 00:00:00NO MECHANICAL REVISIONS SUBMITTED WITH
 THIS SET.PLEASE SEE PROVISOS FROM
 PREVIOUS REVIEWS.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2005-08-29 Cont ID  
Sent By pkrauss Date 2005-08-29 Time 09:26 Rev Time 0.00
Received By pkrauss Date 2005-08-29 Time 08:24 Sent To  
Notes
2005-08-29 00:00:00PROVISO:2ND REQUEST
 1.WAREHOUSE UNITS (EXAMPLE 006) THAT
 HAVE THE DESIGN CAPACITY OR WITH
 AGGREGATE AIR GREATER THAN 2,000 CFM
 SHALL HAVE FAN SHUTDOWN BY DUCT SMOKE
 DETECTORS IN ACCORDANCE WITH 2001 FBC(M)
 606.2.1 & 606.2.2.
  
 2.PER 2001 FBC(M)306.5, EQUIPMENT
 LOCATED AT A HEIGHT GREATER THE 16 FT
 ABOVE FLOOR LEVEL SHALL HAVE PERMANENT
 MEANS OF ACCESS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-06-06 Cont ID  
Sent By pkrauss Date 2005-06-06 Time 10:21 Rev Time 0.45
Received By pkrauss Date 2005-06-06 Time 09:51 Sent To  
Notes
2005-06-06 00:00:00PROVISO:
 1.UNIT #001 & 006 ARE REQUIRED TO HAVE
 FAN SHUTDOWN BY DUCT SMOKE DETECTORS IN
 ACCORDANCE WITH 2001 FBC,M 606.2.1 &
 606.2.2, A/C SYSTEMS THAT HAVE THE
 DESIGN CAPACITY OR WITH AGGREGATE AIR
 GREATER THAN 2,000 CFM SHALL HAVE FAN
 SHUTDOWN.
  
 2.PLEASE CLARIFY ACCESS TO THE AHU'S
 LOCATED IN THE WAREHOUSE AREA AT 19 FT
 TO THE TOP OF THE AHU.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2005-03-04 Cont ID  
Sent By pkrauss Date 2005-03-04 Time 14:39 Rev Time 0.40
Received By pkrauss Date 2005-03-04 Time 14:19 Sent To  
Notes
2005-03-04 00:00:00DENIED:
 REFERENCE COMMENTS FROM THE PREVIOUS
 REVIEW:
 COMMENT #4 - AUXILIARY DRAIN PAN WITH
 OVERFLOW PROTECTION REQUIRED.AUXILIARY
 DRAIN PANS ARE REQUIRED UNDER COILS
 WHICH CONDENSATION WILL OCCUR WHERE
 DAMAGE TO THE BUILDING OR BUILDING
 CONTENTS CAN OCCUR (2001 FBC/M 307.2.3).
  
 COMMENT #5 - DUCT SMOKE DETECTORS
 REQUIRED IN UNITS THAT HAVE THE DESIGN
 CAPACITY GREATER THAN 2,000.PROVIDE
 LETTER FROM THE ENGINEER AT THE
 MANUFACTURER INDICATING THAT THE UNIT
 WILL NOT BE ABLE TO EXCEED 2,000 CFM.
 AC-3 IS A 5 TON UNIT AND MAY HAVE THE
 CAPACITY TO EXCEED 2,000 CFM.
  
 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 2004-12-17 Cont ID  
Sent By pkrauss Date 2004-12-17 Time 13:32 Rev Time 2.30
Received By pkrauss Date 2004-12-17 Time 10:18 Sent To  
Notes
2004-12-17 00:00:00DENIED:
 1.PLAN SHEET M8.01 MECHANICAL
 EQUIPMENT STAND DETAIL, PLEASE NOTE
 TABLE THAT IS INDICATED & HEIGHT
 DEMENSION IS INCORRECT.REFERENCE TABLE
 1511.7 OF THE 2001 FBC.TABLE INDICATES
 HEIGHT OF THE LEGS THIS SHOULD READ
 ABOVE THE ROOF SURFACE.THE WIDTH OF
 EQUIPMENT LESS THAN 36" SHOULD NOT BE
 MIN. BUT 24".
  
 2.PLANS DO NOT INDICATE INSULATION ON
 THE REFRIGERANT PIPING.SHOW COMPLIANCE
 WITH 2001 FBC CHAPTER 13 SUB-CHAPTER
 611.1.ABC.1.
  
 3.PLEASE NOTE EQUIPMENT LOCATED ON
 ROOF THAT EXCEEDS 16 FT SHALL HAVE A
 PERMENANT MEANS OF ACCESS PER 2001
 FBC(M)306.5.
  
 4.AUXILIARY DRAIN PAN WITH OVERFLOW
 PROTECTION REQUIRED.DETAIL ON PLAN
 SHEET M8.01 DOES NOT INDICATE AN
 AUXILIARY PAN.
  
 5.PLEASE NOTE, EQUIPMENT WITH THE
 DESIGN CAPACITY GREATER THAN 2,000 CFM
 SHALL BE EQUIPPED WITH DUCT SMOKE
 DETECTORS AND HAVE NOTIFICATION TO
 ALARM/STROBE PER 2001 FBC(M)606.2.1 &
 606.4.1 #2.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop P PLUMBING
Rev No 5 Status N Date 2005-10-15 Cont ID  
Sent By pschmitz Date 2005-10-15 Time 10:24 Rev Time 0.00
Received By pschmitz Date 2005-10-15 Time 10:23 Sent To  
Notes
2005-10-15 00:00:00NO CHANGES TO PLUMBING ON THIS REVISIOIN
Review Stop P PLUMBING
Rev No 4 Status P Date 2005-09-08 Cont ID  
Sent By kstevens Date 2005-09-08 Time 17:19 Rev Time 2.00
Received By kstevens Date 2005-09-08 Time 17:19 Sent To  
Notes
2005-09-08 00:00:00REVISION APPROVED
  
 SHTS P3.01, P3.03, P4.01, P5.01, P5.02,
 P6.01. CHANGED LOCATION OF TOILET ROOMS
 AND CHANGED SANT. & WATER RISER DIAGRAMS
 TO REFLECT CHANGES TO FLOOR PLAN.
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-06-01 Cont ID  
Sent By kstevens Date 2005-06-01 Time 14:36 Rev Time 2.50
Received By kstevens Date 2005-05-25 Time 16:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-03-03 Cont ID  
Sent By kstevens Date 2005-03-03 Time 16:46 Rev Time 6.50
Received By kstevens Date 2005-03-03 Time 16:46 Sent To  
Notes
2005-03-03 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 A) FROM PREVIOUS REVIEW:
 1) SHT L-3 SHOW THE LOCATION OF THE
 CONTROLLER/TIMER, AND RAIN SENSOR.
 SECTION 104.2.1.
 5) INDICATE THE SF AREA FOR EACH UNIT TO
 CALCULATED THE MINIMUM FACILITIES PER
 TABLES 1003.1 & 403.1. RESPONSE NOTED,
 BUT NO SF LOCATED.
 6) SHT A3.03 SINK IN BREAKROOM SHALL
 COMPLY WITH SECTION 11-4.24 AND ALL
 SUBSECTIONS. SHOW THE FOLLOWING:
 11.4.24.2 HEIGHT, 11-4.24.3 KNEE
 CLEARANCE, 11-4.24.4 SINK DEPTH,
 11-4.24.5 CLEAR FLOOR SPACE, FORWARD
 APPROACH REQUIRED AND SHALL EXTEND A
 MAXIMUM OF 19" UNDERNEATH THE SINK,
 11-4.24.6 EXPOSED PIPES AND SURFACES, &
 11-4.24.7 FAUCETS. - NO RESPONSE NOTED.
 9) SHT A3.09 DETAIL #8 PROVIDE
 CALCULATIONS SHOWING COMPLIANCE WITH
 SECTIONS 11-4.26.3(2)(3)(4). NO
 CALCULATIONS FROM THE ENGINEER NOTED.
 10) SHT A3.09 SHOW COMPLIANCE WITH
 SECTION 11-4.19.4 EXPOSED PIPES &
 SURFACES. RESPONSE NOTED, BUT EXPOSED
 PIPES STILL REQUIRE SHALL BE INSULATED
 TO PREVENT INJURY.
 13) SHTS P5.01 & P5.02 WATER RISER
 DIAGRAMS, SECTION 606.1(4) FULL OPEN
 VALVES ARE REQUIRED ON EVERY WATER DOWN
 FEED PIPE. SECTION 606.2(2) SHUT OFF
 VALVES REQUIRED FOR HOSE BIBBS. RESPONSE
 NOTED, BUT NO ISOMETRICS WERE FOUND ON
 SHT P4.01. THESE VALVES SHALL BE SHOWN
 ON ALL ISOMETRIC WATER RISER DIAGRAM.
 **************NEW COMMENTS************
 1B) SHT P5.02 SANT. RISER DIAGRAM #2/401
 BRANCH CONNECTION TO THE SINK FITTING IN
 AGAINST THE FLOW. FITTINGS SHALL BE
 INSTALLED TO GUIDE SEWAGE AND WASTE IN
 THE DIRECTION OF FLOW. SECTION 706.3
 2B) SHT A3.01 UNIT SPACE DESIGNATED 002
 SHOWS NO FIXTURES. PLEASE CLAIRFY.
 SECTION 104.2.1.
 3B) AN RPZ BACKFLOW IS REQUIRED ON THE
 WATER SERVICE FOR EACH BUILDING. SECTION
 608.13.2.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-12-14 Cont ID  
Sent By kstevens Date 2004-12-14 Time 17:32 Rev Time 9.50
Received By kstevens Date 2004-12-14 Time 17:32 Sent To  
Notes
2004-12-14 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SHT L-3 INDICATE WATER SOURCE FOR THE
 IRRIGATION, IF SOURCE IS CITY WATER, A
 BACKFLOW IS REQUIRED TO BE INSTALLED BY
 A LICENCED PLUMBING CONTRACTOR. SHOW THE
 LOCATION OF THE RPZ BACKFLOW, THE
 CONTROLLER/TIMER, AND THE RAIN SENSOR.
 SECTION 104.2.1.
 2) SHT L-3 SEE FAC 61G1-16.004 THE FIRM
 NAME, ADDRESS AND TELEPHONE NUMBER IS
 REQUIRED ON THE TITLE BLOCK. FS
 481.2055
 3) SHT A0.01 INDICATE TYPE AND AMOUNT OF
 MATERIAL TO BE STORED IN THE WAREHOUSE.
 MORE COMMENTS MAY FOLLOW DEPENDING ON
 THE RESPONSE. SECTION 104.2.1.
 4) SHT A3.01 W/C, LAV, SERVICE SINK, AND
 DRINKING FOUNTAIN ARE REQUIRED IN EACH
 SPACE. SEE UNIT 002. PLEASE CLAIRFY.
 SECTOPM 104.2.1. TABLE 403.1 SECTION
 410.1.
 5) INDICATE THE SQUARE FOOTAGE AREA FOR
 EACH UNIT TO CALCULATE THE MINIMUM
 FACILITIES PER TABLES 1003.1 & 403.1.
 6) SHT A3.03 SINK IN BREAKROOM SHALL
 COMPLY WITH SECTION 11-4.24 AND ALL
 SUBSECTIONS. SHOW THE FOLLOWING:
 11-4.24.2 HEIGHT - 11-4.24.3 KNEE
 CLEARANCE - 11-4.24.4 SINK DEPTH -
 11-4.24.5 CLEAR FLOOR SPACE, FORWARD
 APPROACH REQUIRED AND SHALL EXTEND A
 MAXIMUM OF 19" UNDERNEATH THE SINK -
 11-4.24.6 EXPOSED PIPES AND SURFACES -
 11-4.24.7 FAUCETS.
 7) SHT A3.05 SUBMIT CALCULATIONS FOR THE
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 TOTAL SQUARE FOOTAGE AREA FOR THE ROOF
 AND SHOW 1/2 AREA OF ALL VERTICAL WALLS
 INCLUDING PARAPETS ADDED TO ROOF AREA.
 SHOW THE TOTAL AREA DRAINING TO EACH
 ROOF DRAIN. ROOF DRAINS IN EACH AREA
 WITH OUT SECONDARY ROOF DRAINS,
 (SCUPPERS), SHALL BE SIZED FOR PRIMARY
 AND SECONDARY SCUPPER DRAINS TOTAL
 AREA.
 SECTIONS 1106 AND 1107 AND ALL
 SUBSECTIONS. TABLES 1106.2 & 1106.3.
 8) INDICATE THE SIZE OF ALL DOWNSPOUTS.
 SEE TABLE 1106.2
 9) SHT A3.09 DETAIL #8 PROVIDE
 CALCULATIONS SHOWING COMPLIANCE WITH
 SECTIONS 11-4.26.3(2)(3)& (4).
 10) SHT A3.09 FOR ACCESSIBLE W/C'S SHOW
 CLEAR FLOOR SPACE, SECTION 11-4.16.2 AND
 FOR LAVS SHOW EXPOSED PIPES AND SURFACES
 SECTION 11-4.19.4.
 11) SUBMIT A FINISH SCHEDULE SHOWING
 REQUIREMENTS FOR PUBLIC TOILET ROOMS PER
 SECTION 1204.2.
 12) SHT P4.01 DETAIL #1 MORE INFORMATION
 REQUIRED ON THE WATER JACKET PIT. WHAT
 IS A WATER JACKET PIT AND WHAT IS ITS
 USE? SUBMIT MANUF. SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR REVIEW.
 SECTION 104.2.1.
 13) SHTS P5.01 & P5.02 WATER RISER
 DIAGRAMS. SECTION 606.1(4) FULL OPEN
 VALVES ARE REQUIRED ON EVERY WATER DOWN
 FEED PIPE. AND SECTION 606.2(2) SHUT OFF
 VALVES REQUIRED FOR HOSE BIBBS.
 14) SHT P5.02 SANT. RISER #2/401 DOES
 NOT REFLECT THE FLOOR PLAN. LAV AND SINK
 ARE MISLABELED. SECTION 104.2.1.
 14) AN RPZ BACKFLOW IS REQUIRED ON THE
 WATER SERVICE TO THE BUILDING. SECTION
 608.13.2.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 4 Status P Date 2006-01-30 Cont ID  
Sent By lshapiro Date 2006-01-30 Time 08:46 Rev Time 0.00
Received By lshapiro Date 2006-01-30 Time 08:46 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2006-01-20 Cont ID  
Sent By lshapiro Date 2006-01-20 Time 16:04 Rev Time 0.00
Received By lshapiro Date 2006-01-20 Time 16:03 Sent To  
Notes
2006-01-20 00:00:00THE PLANNING & ZONING DEPARTMENT WILL
 NEED A REVISED SITE AND LANDSCAPE PLANS
 PRIOR TO BUILDING PERMIT APPROVAL.
  
 THE FOLLOWING INFORMATION IS NEEDED:
 1. PROVIDE A SITE PLAN AND LANDSCAPE
 PLAN MATCHING THE BUILDING PLANS
 (INCLUDING BUILDINGS 1-3);
 1.A. THE REVISIONS SHALL REFLECT CHANGES
 IN THE LOCATION OF PARKING, THE LOCATION
 OF THE ELECTRICAL EQUIPMENT ROOM, AND
 DRIVEWAY.ALSO, PROVIDE THE REVISED
 PARKING CALCULATIONS ON THE SITE PLAN
 INCLUDING TOTAL PROVIDED AND REQUIRED.
 1.B. THE NEW SITE PLAN WILL NEED TO BE
 REVIEWED BY THE PUBLIC UTILITIES
 DEPARTMENT AS THEY REVIEW CURBCUTS AND
 DRIVEWAY LOCATIONS.
 1.C. SHOW HOW THE LOCATION OF THE
 ELECTRICAL EQUIPMENT ROOM STRUCTURE
 AFFECTS THE PERPENDICULAR DRIVE FROM
 BUILDING 1.THE LOCATION OF THE
 EQUIPMENT ROOM SHALL NOT AFFECT THE
 TRAFFIC FLOW ON THE DRIVEWAY.
 1.D. A LANDSCAPE ISLAND SHALL BE
 MAINTAINED AT THE CURBCUT OF THE DRIVE
 NEXT TO THE ELECTRICAL EQUIPMENT ROOM.
 2. PROVIDE THE DIMENSIONS OF THE
 ELECTRICAL EQUIPMENT ROOM.
 3. THE LOCATION OF THE EQUIPMENT ROOM
 DOES NOT MATCH BETWEEN THE PHOTOMETRICS
 PLAN AND THE BUILDING PLAN.PLEASE
 REVISE.
  
Review Stop Z ZONING
Rev No 2 Status P Date 2005-03-01 Cont ID  
Sent By mmclean Date 2005-03-01 Time 09:22 Rev Time 0.00
Received By mmclean Date 2005-03-01 Time 09:22 Sent To  
Notes
2005-03-01 00:00:00JOSH LONG, SENIOR PLANNER 822-1449
 APPROVED.
Review Stop Z ZONING
Rev No 1 Status F Date 2004-12-16 Cont ID  
Sent By mmclean Date 2004-12-15 Time 17:11 Rev Time 0.00
Received By mmclean Date 2004-12-15 Time 17:16 Sent To  
Notes
2004-12-16 00:00:00DENIED,
 1. PHASE 1 MUST HAVE HANDICAP
 ACCESSIBILITY FROM HAVERHILL'S SIDEWALK,
 MUST INCLUDE A SIDEWALK FROM HAVERHILL'S
 SIDEWALK TO THEIR PROPERTY.
 2. THE NEW RECORDED PLAT MUST BE
 INCLUDED WITH RESUBMITTAL.
 3. LANDSCAPE SITE PLAN DOES NOT SHOW
 ENTRANCE FROM HAVERHILL
 ANY QUESTIONS, PLEASE CALL JOSH LONG,
 PLANNER AT 822-1435


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved