Plan Review Details - Permit 03081239
Plan Review Stops For Permit 03081239
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-02-03 Cont ID  
Sent By jwitmer Date 2004-02-03 Time 14:15 Rev Time 3.00
Received By jwitmer Date 2004-02-03 Time 14:15 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-01-27 Cont ID  
Sent By jwitmer Date 2004-01-27 Time 10:13 Rev Time 3.25
Received By jwitmer Date 2004-01-27 Time 10:13 Sent To  
Notes
2004-01-27 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03081239
 ADD: 1300 ALLENDALE RD
 CONT: CLARK CONSTRUCTION
 TEL: (561)436-5132
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
 THIRD REVIEW
  
 1) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 STRUCTURAL STEEL BUILDING "KIRBY"
 SHALL BE REQUIRED EACH PAGE TO BE SIGNED
 & SEALED! SSE 61G15-23.002 FOR USE OF A
 INDEX PAGE.
  
 2) 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) SWING ENTRY DOOR ( HURRICANE
 ENGINEERING)-SITE SPECIFIC FORM
 SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
 B) LOUVER REPORT EXPIRED 01-28-02
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-12-05 Cont ID  
Sent By jwitmer Date 2003-12-05 Time 16:01 Rev Time 4.00
Received By jwitmer Date 2003-12-05 Time 16:01 Sent To  
Notes
2003-12-05 00:00:001) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) 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 I
 S NOT DEFINITEY 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 P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) SEE COPY OF CITY ADDRESSING REQUIRE-
 MENTS, EACH SUCH BUILDING HAS ITS OWN SE
 PERATEADDRESS. THIS BUILDING IS LOCATED
 ON PCN 74-43-43-33-16-000-2060, EVEN
 WITH UNITY OF TITLE FPL WILL REQUIRE
 A SEPARATE ADDRESS FOR BILLING PURPOSES.
 THIS BUILDING WOULD BW AS A TENANT
 ADDRESS.
  
 4) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 STRUCTURAL STEEL BUILDING "KIRBY" SHALL
 REQUIRE EACH PAGE TO BE SIGNED & SEALED!
 SEE 61G15-23.002 SEAL,SIGNATURE AND
 DATE SHALL BE AFFIXED.(1)
  
 5) 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) SWING ENTRY DOOR
 B) OVERHEAD DOORS
 C) WINDOWS
 D) STORM SHUTTERS,KEY PLAN ATTACHMENT
 SCHEDULE.
 SEE KIRBY SHHEET# 1. ALL EXTERIOR COMPON
 ENTS DOORS,WINDOWS , MUST BE DESIGNED TO
 WITHSTAND WIND LOADS. THIS I BELEIVE IS
 NOT PART OF THE KIRBY SYSTEM!
  
 6)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 NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN
 BE FOUND, WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-08-27 Cont ID  
Sent By jwitmer Date 2003-08-27 Time 16:43 Rev Time 3.00
Received By jwitmer Date 2003-08-27 Time 16:43 Sent To  
Notes
2003-08-27 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03081239
 ADD: 1300 ALLENDALE ROAD
 CONT:PLAN REVIEW/ CLARK CONSTRUC
 N TEL: (561)435-5132
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) 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 I
 S NOT DEFINITEY 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.
  
 3) CORECTION 1999 STANDARD BUILDING
 CODE, THE STATE HAS ADOPTED THE 2001
 FLORIDA BUILDING CODE.SEE SHEETA-2.1.
  
 4) SEE COPY OF CITY ADDRESSING REQUIRE-
 MENTS, EACH BUILDING HAS ITS OWN SEPER-
 ATE ADDRESS. THIS BUILDING IS LOCATED ON
 PCN74-43-43-33-16-000-2060 WHICH FRONTS
 PARKLAND ROAD, SO THE BUILDING WILL HAVE
 A PARKLAND ROAD ADDRESS.
  
 5) STRUCTURAL STEEL BUILDING "KIRBY
 BUILDING SYSTEMS" TO HAVE ENGINEERED
 PLANS.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 6)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 7)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 8)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 9)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.
  
 1) 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 REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) SWING ENTRY DOORS/ IF NOT PART OF
 BUILDING PACKAGE
 B) OVERHEAD DOORS/ IF NOT PART OF
 C) ROOFING/IF NOT PART OF
  
 10)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.
  
  
 11) 11-4.1.3(1) AT LEAST ONE ACCESSIBLE
 ROUTE COMPLYING WITH 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENTRANCES WITH ALL ACCESSIBLE SPACES
 AND ELEMENTS WITHIN THE BUILDING OR
 FACILITY.
  
 12) PROVIDE THRESHOLD INFORMATION FOR
 THE ENTRY DOOR ON AN ACCESSIBLE ROUTE?
  
 13) FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 14)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).
  
 15)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 NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN
 BE FOUND, WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2004-01-30 Cont ID  
Sent By dpalmer Date 2004-01-30 Time 13:56 Rev Time 0.50
Received By dpalmer Date 2004-01-30 Time 13:56 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2004-01-08 Cont ID  
Sent By dpalmer Date 2004-01-08 Time 06:39 Rev Time 1.00
Received By dpalmer Date 2004-01-08 Time 06:38 Sent To  
Notes
2004-01-08 00:00:00**************** UNSAT ***************
  
 PLEASE SEE THAT NOW A COMPLETEY NEW
 RISER DIAGRAM IS BEING SUBMITTED FOR
 REVIEW FROM ORIG. PLEASE SEE THERE IS
 NOW NEW COMMENTS DUE TO THIS CHANGE.
  
 1)NOTE: PLANS NOW SHOW SERVICE COMING
 FROM EXSITING BLDG. THIS SERVICE APPEARS
 TO BE 300+ FT AWAY. PLEASE SEE SIZE OF
 CONDUCTORS. PLEASE PROVIDE VOLTAGR DROP
 CALCULATIONS.
  
 2)NOTE: SERVICE IS NOW SHOWN FROM EXIST-
 -ING BLDG. PLEASE PROVIDE COMPLETE LOAD
 CALCULATIONS FOR EXSTING PANEL FEEDING
 NEW BLDG. PLEASE ALSO PROVIDE INFORMAT-
 -ION ON HOW EXIST IS BEING FED AND WITH
 WHAT SIZE OCP/SERVICE IS??
 215.5, 220.
  
 3)NOTE: PLEASE SEE GROUNDING ELECTRODE
 SYSTEM FOR DETACHED BLDG'S PER 250.32
  
 4)NOTE: PLEASE ALSO PROVIDE COMPLETE
 GROUNDING FOR TRANSFORMER PER 250.30
  
 5)NOTE: IS SERVICE EQUIPMENT AT DETACHED
 BLDG ON LINESIDE OF TRANSFORMER A DISC?
 PANEL? PLEASE CLARIFY.
  
 6)NOTE: PLEASE PROVIDE EQUIPMENT GROUND-
 ING CONDUCTORS FOR CONDUIT AT TRANSFORM-
 ERS. 250.110 ETC
  
 7)NOTE: PLEASE CORRELATE RISER DIAGRAM
 AND PANEL SCHEDULES? SHOWN AS 125 MCB
 ON RISER AND PANEL SCHEDULE SHOWS 200A?
 PLEASE LABEL PANELS/DISCS ON RISER.
 LOAD CALCULATIONS ON RISER AND ON PANEL
 SCHEDULE DO NOT SEEM TO CORRELATE.
 LOAD SHOWN EXCEEDS 125A RATING OF PANEL.
  
 8)NOTE: PLEASE SEE THAT AIC RATINGS ARE
 TO BE PROVIDED FOR ALL NEW EQUIPMENT.
 110.9,215.5
  
 9)NOTE: PLEASE PROVIDE INFORMATION ON
 AIR EXCHANGE PER 511.3B-1 RECEPTS ARE
 SHOWN @ 12" AFF.
  
 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 2 Status F Date 2003-11-06 Cont ID  
Sent By dpalmer Date 2003-11-06 Time 07:22 Rev Time 0.75
Received By dpalmer Date 2003-11-06 Time 07:22 Sent To  
Notes
2003-11-06 00:00:00**************** UNSAT ***************
  
 1)NOTE: PLEASE SEE GROUNDING ELECTRODE
 CONDUCTOR STILL MUST BE SIZED PER 250.66
 SERVICE ENTRANCE CONDUCTORS ARE SHOWN
 AS 600MCM. SEE 250.66, MIN 1/0 FOR 600MC
 M'S.
  
 2)NOTE: PLEASE SEE OCP FOR AHU, NOW IS
 SHOWN AS 50A. PLEASE SEE LOAD IS 5KW,
 424.3B REQUIRES A MIN OCP OF 125% ,
 HOWEVER 50A OCP FOR 5KW IS TOO HIGH.
 PLEASE SEE MAX OF 150%.
  
 3)NOTE: PLEASE NOTE: PLEASE SEE AIC
 RATING IS NOW SHOWN AT 100,000 FOR ALL
 BRKRS. PLEASE VERIFY THIS, PLEASE BE
 SURE BRANCH BRKRS ARE AVAILABLE FOR THIS
 RATING. THIS RATING FOR MAIN MAY BE
 CORRECT,HOWEVER PANEL MENTIONS FOR ALL
 BREAKERS?? PLEASE CHECK W/ MANUFACTURE
 AND ALSO MAY WANT TO VERIFY COST IF
 AVAILABLE.
 110.9/215.5
  
 4)NOTE: PLEASE SEE TOP OF PANEL SCHEDULE
 SHOWS "AMPS" FOR LOADS THAT SHOULD BE
 SHOWN AS WATTS AND OR KVA? (MISPRINT)?
 PLEASE
  
 NEW NOTE:
 SINCE LAST REVIEW WE HAVE BEEN INFORMED
 BY THE ARCH/ENGINEERING BOARDS THAT
 PLANS THAT ARE SIGNED AND SEALED REQUIRE
 A "SIGNATURE" VISABLE WITH A MIN OF
 NAME ON SAID SEAL VISABLE. INITIALS ARE
 NOT PERMITTED PER FS 481.221 AND 471.025
 PLEASE SIGN WITH A SIG OF NAME.
  
 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 2003-09-02 Cont ID  
Sent By dpalmer Date 2003-09-02 Time 18:01 Rev Time 1.00
Received By dpalmer Date 2003-09-02 Time 18:00 Sent To  
Notes
2003-09-02 00:00:00**************** UNSAT *************
  
 1)NOTE: PLEASE SEE FS 471.025 FOR ENGS.
 AND FS 481.221 FOR ARCH'S. PLANS REQ'D
 TO BE SIGNED DATED AND SEALED.
  
 2)NOTE: PLEASE SEE MAX OCP FOR 5KW AHU,
 SHOWN AS 60A.??
  
 3)NOTE: PLEASE SEE PANEL SCHEDULE, SHOWS
 AHU/CU AS 1P BRKRS AND #12 AWG?
 PLEASE SEE 240/310.16
  
 4)NOTE: PLEASE SEE PLUMB COMMENTS FOR
 LOCATION OF WATER HEATER(IF ANY).
 ALSO, NEC 422.17
  
 5)NOTE: PLEASE SEE 250.66 FOR SIZING
 OF GROUNDING ELECTRODE CONDUCTOR. SEC'S
 SHOWN AS 600MCM? PLEASE CLARIFY.
  
 6)NOTE: PLEASE PROVIDE CIRCUITING ON
 PLANS AND CORRELATE WITH SUBMITTED PANEL
 SCHEDULE.
  
 7)NOTE: PLEASE SEE 700.12E FOR CIRCUIT-
 -ING OF EM/EXT LTS.
  
 8)NOTE: PLEASE SUBMIT AIC RATING FOR
 NEW MCB/ PANEL ETC. 110.9/215.5
  
 9)NOTE: PLEASE SEE FAC 61G1-16.004,
 PLEASE SEE MISSING LICENSE #'S FOR ARCH
 AR# AND AA#'S . PER FS 481
  
 10)NOTE: PLEASE SHOW ALL CONTINUOUS
 LOADS @125% 215.3/230.42
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
 ***** NOTE ****
 PLANS REFERENCE THE 99NEC, PLEASE NOTE,
 AS OF JULY 1ST, 2003 WE ARE UNDER 2002
 NEC
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-11-19 Cont ID  
Sent By mamini Date 2003-11-19 Time 14:39 Rev Time 1.00
Received By mamini Date 2003-11-19 Time 14:38 Sent To  
Notes
2003-11-19 00:00:00PASSED WITH PROVISOS:
 1. POLLUTION/EROSION PLANS MUST BE
 INSTALLED IN FIELD PRIOR TO CONSTRUCTION
 2. CONTRACTOR/OWNER HAS THE OPTION OF
 CONSTRUCTING THE UNDERGROUND UTILITIES
 AND SITE WORK UNDER A SEPARATE PERMIT.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-08-25 Cont ID  
Sent By mamini Date 2003-08-25 Time 15:07 Rev Time 0.00
Received By mamini Date 2003-08-25 Time 15:07 Sent To  
Notes
2003-08-25 00:00:00FAILED:
 1. PLEASE PROVIDE STORM WATER
 CALCULATION DUE TO THE PROPOSED CHANGES
 AND SHOW AS HOW THE RETENTION AREA BEING
 UTILIZED. STORM WATER DESIGN MUST BE PER
 CITY OF WPB CRITERIA.
 2. OIL INTERCEPTOR MUST BE CONNECTED TO
 SEWER LINE,NOT TO THE STORM WATER INLET.
 PLEASE CALL RODNEY COMPO @ 837-4051 EXT.
 4074 FOR INSTALLATION,SIZE,LOCATION &
 INSPECTION REQUIREMENTS.
 3. A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN THE SANITARY SEWER LATERAL, ON THE
 PROPERTY, AT THE BACK OF SIDEWALK IF NOT
 ALREADY INSTALLED. CLEAN OUT AT EVERY
 75'TO 100' IS ALSO REQUIRED. INDICATE
 THE SIZE AND TYPE OF PIPES.
 4. A GATE VALVEIN THE DOMESTIC WATER
 LINE TO THE PROPOSED BUILDING IS
 REQUIRED.
 5. ANY NEW CONNECTION TO THE CITY
 SERVICES REQUIRES APPROVAL FROM PUBLIC
 UTILITIES AND ENGINEERING DEPT.659-8040
 6. FIRE HYD. MUST BE MANUFACTURED PER
 CITY OF WPB REQUIREMENT AND PAINTED PER
 SILVER BY THE MANUFACTURER, 659-8040
 7. PLEASE SHOW THE FIRE LINE CONNECTIONS
 AND THE PIPE SIZE AND THE TYPE. A DDCV
 FOR THE PRIVATE FIRE HYD. IS REQUIRED.
 8. PLEASE INDICATE THE TYPE OF ASPHALT
 AND THICKNESS FOR THE BASE AND THE SUB-
 BASE.
 9. ALL PARKING STALLS MUST BE PAINTED
 WITH DOUBLE 4" WIDE PAINT. DETAILS FOR
 H.C PARKING MUST BE SHOWN.
 10. PLEASE SHOW GARBAGE ENCLOSURE
 LOCATION, IT MUST BE CONSTRUCTED AND
 SIZE PER CITY OF WPB REQUIREMENTS IF TO
 BE PICKED UP BY THE CITY.
 11. ALL STANDARD DETAILS MAY BE OBTAINED
 FROM PUBLIC UTILITIES ENGINEERING,
 659-8040.
 12. ALL CALCULATIONS AND CIVIL SITE
 PLANS MUST BE SIGNED AND SEALED BY THE
 DESIGN ENGINEER.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-11-24 Cont ID  
Sent By mcarsill Date 2003-11-24 Time 16:14 Rev Time 0.00
Received By mcarsill Date 2003-11-24 Time 16:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-09-04 Cont ID  
Sent By mcarsill Date 2003-09-04 Time 07:44 Rev Time 0.00
Received By mcarsill Date 2003-09-04 Time 07:44 Sent To  
Notes
2003-09-04 00:00:001) ANOTHER EXIT SIGN IS REQUIRED TO
 DIRECT PERSONS DOWN THE HALL TOWARDS
 THE EXIT SIGN.
  
 2) BUILDING ADDRESS REQUIRED ON
 BUILDING. ADDITIONAL INFORMATION MAY
 BE REQUIRED AT THE ENTRANCE TO 1300
 ALLENDALE TO INDICATE THE WAREHOUSE
 HAS A DIFFERENT ADDRESS.
  
 3) WALLS SEPARATING THE WORK AREA FROM
 THE OFFICE DO NOT APPEAR TO BE
 FIRE RATED. PLEASE SEE SECTION 8-4
 OF THE FLORIDA FIRE PREVENTION CODE
 AND SECTION 704 OF THE FLORIDA
 BUILDING CODE. PLEASE REVISE AS
 NECESSARY.
  
 4) PLANS DO NOT INDICATE LOCATIONS
 OF ALL FIRE EXTINGUISHERS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-01-29 Cont ID  
Sent By csiegber Date 2004-01-29 Time 11:48 Rev Time 0.00
Received By csiegber Date 2004-01-29 Time 11:48 Sent To  
Notes
2004-01-29 00:00:00TO COMM BD#63
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-12-29 Cont ID  
Sent By csiegber Date 2003-12-29 Time 15:10 Rev Time 0.00
Received By csiegber Date 2003-12-29 Time 15:10 Sent To  
Notes
2003-12-29 00:00:00TO COMM BD#41
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-11-05 Cont ID  
Sent By csiegber Date 2003-11-05 Time 16:24 Rev Time 0.00
Received By csiegber Date 2003-11-05 Time 16:24 Sent To  
Notes
2003-11-05 00:00:00TO COMM BD#18
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-09-03 Cont ID  
Sent By csiegber Date 2003-08-21 Time 14:46 Rev Time 0.00
Received By csiegber Date 2003-08-21 Time 14:46 Sent To  
Notes
2003-08-21 00:00:00ON COMM BD #34
Review Stop M MECHANICAL (A/C)
Rev No 5 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By pkrauss Date 2004-05-03 Time 15:38 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2004-02-05 Cont ID  
Sent By pkrauss Date 2004-02-05 Time 09:33 Rev Time 0.35
Received By pkrauss Date 2004-02-05 Time 09:33 Sent To  
Notes
2004-02-05 00:00:00FRESH AIR CALCULATIONS SUBMITTED BY
 LETTER BY ENGINEER.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2004-01-21 Cont ID  
Sent By pkrauss Date 2004-01-21 Time 08:33 Rev Time 0.45
Received By pkrauss Date 2004-01-21 Time 07:28 Sent To  
Notes
2004-01-21 00:00:00DENIED:
 2ND REQUEST
 1.PROVIDE OUTSIDE AIR CALCULATIONS FOR
 THE OFFICE AREA.
  
 2.INDICATE OUTSIDE AIR INTAKE, DUCT
 SIZE, MATERIAL AND LAYOUT.
  
 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 2003-12-04 Cont ID  
Sent By pkrauss Date 2003-12-04 Time 16:27 Rev Time 0.55
Received By pkrauss Date 2003-12-04 Time 16:27 Sent To  
Notes
2003-12-04 00:00:00DENIED:
  
 1.PLEASE PROVIDE OUTSIDE AIR CALCS FOR
 ALL AREAS, PER 2001 FBC(M) TABLE 403.3
  
 2.PLEASE CLARIFY VENTILATION FOR THE
 GARAGE AND WORK AREA. REFERENCE TABLE
 403.3 &CHAPTER 5 OF THE 2001 FBC(M)
 FOR REQUIREMENTS.
  
 3.PROVIDE MANUFACTURER INFORMATION ON
 ANY EXHAUST FANS THAT MAY BE INSTALLED.
  
 4.INDICATE WHAT TYPE OF WORK WILL BE
 DONE IN THE WORK & GARAGE AREAS -
 OUTLETS ARE INDICATED ON PLAN SHEET MEP1
 FOR WELDER, COMPRESSOR, LIFT.WILL
 ANY TYPE OF PAINTING BE DONE?
  
 5.PROVIDE INFORMATION ON STORAGE OF
 ANY HAZARDOUS MATERIALS.(MSDS SHEETS
 PROVIDED)
  
 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 2003-09-23 Cont ID  
Sent By hmoser Date 2003-09-23 Time 16:23 Rev Time 0.50
Received By hmoser Date 2003-09-23 Time 16:23 Sent To  
Notes
2003-09-23 00:00:00NO MECHANICAL PLANS
 09/23/03 H.M (561)805-6732
Review Stop P PLUMBING
Rev No 5 Status P Date 2004-05-07 Cont ID  
Sent By pschmitz Date 2004-05-07 Time 10:07 Rev Time 1.00
Received By pschmitz Date   Time   Sent To  
Notes
2004-05-07 00:00:00TRUCK WASH DRAINCOVER TO CLOSE OFF
 INLET DRAIN WHEN NOT USED FOR TRUCK WASH
Review Stop P PLUMBING
Rev No 4 Status P Date 2004-01-23 Cont ID  
Sent By kstevens Date 2004-01-23 Time 10:17 Rev Time 1.00
Received By kstevens Date 2004-01-23 Time 10:17 Sent To  
Notes
2004-01-23 00:00:00PASSED/PROVISO
  
 REVISION REQUIRED FOR SHEET A-2.1. SHOW
 THERMAL EXPANSION CONTROL PER SECTION
 607.3.2 - REVISE WATER RISER DIAGRAM TO
 SHOW WATER SUPPLY TO EMERGENCY EYE WASH/
 SHOWER. - REVISE SANT. RISER DIAGRAM TO
 SHOW W/C CONNECTED TO VENTED LINE AND
 THE SHOWER WITH A TRAP PER SECTIONS
 901.2 AND 1002.1.
Review Stop P PLUMBING
Rev No 3 Status F Date 2004-01-14 Cont ID  
Sent By kstevens Date 2004-01-14 Time 16:45 Rev Time 2.00
Received By kstevens Date 2004-01-14 Time 16:45 Sent To  
Notes
2004-01-14 00:00:00DENIED
 REFERNECE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 A) COMMENTS FROM FIRST REVIEW AND SECOND
 REVIEW HAVE NOT BEEN ADDRESSED, ANSWERED
 OR RESPONSE HAS NOT BEEN FOUND. COMMENT
 NUMBER TO REMAIN THE SAME AS FIRST AND
 SECOND REVIEW FOR CLAIRITY.
 5) OIL/SAND INTERCEPTOR SHALL BE SIZED
 BY RODNEY COMPO, ENVIRONMENTAL COMPLIAN-
 CE. WASTE ORD; #2938-96. (561) 837-4074.
 (NO INFORMATION RECIEVED TO DATE)
 7) MSDS SHEETS TO BE SUBMITTED. NO RES-
 PONSE TO THIS REQUEST FOR SECOND REVIEW.
 INDICATED THAT AN EYE WASH/EMERGENCY
 SHOWER IS REQUIRED PER MSDS SHEETS SUB-
 MITTED FOR SOLVENT. SEC 411
 8) SUBMIT DETAILS FOR ACCESSIBLE TOILET
 ROOM. NO DETAILS FOR ACCESSIBLE SHOWER
 HAVE BEEN SUBMITTED. 11-4.21 AND ALL
 SUBSECTIONS.
 1B) THERMAL EXPANSION CONTROL REQUIRED
 PER SECTION 607.3.2
 ****NEW COMMENT****
 1C) A-4.0 HAND DRAWN CORRECTIONS NOT
 APPROVED. (SEE DRINKING FOUNTAIN). MAKE
 CORRECTIONS ON NEW SIGNED/SEALED SHEET
 FOR REVIEW.
 2C) SHT A-2.1 SANITARY RISER DIAGRAM.
 SEE RED LINE CORRECTION IN BATHROOM.
 SECTION 909.1 WET VENT. FIXTURES OTHER
 THAN WET VENTED FIXTURES SHALL CONNECT
 DOWNSTREAM OF BATHROOM FIXTURES.
 *********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 NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN
 BE FOUND, WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-12-06 Cont ID  
Sent By kstevens Date 2003-12-06 Time 12:16 Rev Time 1.00
Received By kstevens Date 2003-12-06 Time 12:16 Sent To  
Notes
2003-12-06 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 A) COMMENTS FROM PREVIOUS REVIEW HAVE
 NOT BEEN ANSWERED, OR RESPONSE HAS NOT
 BEEN FOUND. NUMBER OF COMMENT TO REMAIN
 THE SAME AS FIRST REVIEW FOR CLAIRITY.
 2) SUBMIT CALCULATIONS FOR MINIMUM FAC-
 ILITIES PER TABLES 1003 (BLDG) AND 403.1
 (PLUMBING) - COMMENT RESPONSE STATES
 THAT "FOLLOWING ARE MIN. CALCULATIONS,
 BUT NO CALCULATIONS WERE FOUND.
 4) RPZ BACKFLOW REQUIRED ON WATER SERV-
 ICE FOR MAINTENANCE BLDG. RESPONSE NOTED
 BUT BACKFLOW PROTECTION REQUIRED FOR
 EXISTING BLDG FROM CONTANMINATION FROM
 MAINT. BLDG.
 5) OIL/SAND INTERCEPTOR SHALL BE SIZED
 BY RODNEY COMPO, ENVIRONMENTAL COMPLIAN-
 CE. WASTE ORD #2938-96 (561) 837-4074
 RESPONSE NOTED, BUT THIS IS REQUIRED
 PRIOR TO PERMIT ISSUANCE.
 7) MSDS SHEETS TO BE SUBMITTED. RESPONSE
 NOTED, BUT OIL, TRANSMISSION FLUID,
 BATTERYS W/ACID, ECT. NOT TO MENTION THE
 SOLVENT (WHICH MSDS SHEETS WERE SUBMITT-
 ED) INDICATE THAT AN EYE WASH AND EMERG-
 ENCY SHOWER WILL BE REQUIRED.
 8) SUDBMIT DETAILS FOR ACCESSIBLE TOILET
 ROOMS. PER SECTIONS 11-4.22, 11-4.16,
 11-4.19 & 11-4.21 AND ALL SUBSECTIONS.
 CLEAR FLOOR SPACE - GRAB BARS - HEIGHTS
 & CLEARANCES - SEAT HEIGHT - SHOWER UNIT
 CENTER OFF WALLS - CONTROL AREA - ECT.
 RESPONSE NOTED, BUT NO SHEET P-1 FOUND.
 9) WATER COOLER SHALL BE ARI-1010 COMP-
 LIANT. SUBMIT MANUF. SPEC. SHEETS. RES-
 PONSE NOTED, BUT NO WATER COOLER SHEETS
 FOUND.
 10) SIGNATURES REQUIRED ON THE SEAL PER
 FAC 61G1-16.003. INITALS NOT ACCEPTABLE.
 11) SUBMIT A DETAIL FOR BREAK ROOM SINK
 PER 11-4.24 AND ALL SUBSECTIONS. RESPON-
 SE NOTED, BUT NOT SPECIFICATIONS FOUND.
 NEW COMMENTS...
 1B) THERMAL EXPANSION PROTECTION REQUIR-
 ED PER 607.3.2
 2B) IRRIGATION PERMIT/PLANS REQUIRED.
 3B) SEE ATTACHED SHEET CONCERNING FS
 533.80(2)(B)
  
 *********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 NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN
 BE FOUND, WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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 2003-09-22 Cont ID  
Sent By kstevens Date 2003-09-22 Time 17:55 Rev Time 1.50
Received By kstevens Date 2003-09-22 Time 17:55 Sent To  
Notes
2003-09-22 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FLORIDA ADMIN. CODE
 FLORIDA STATUTES
  
 1) SECTION 403.2 WHERE PLUMBING FIXTURES
 ARE REQUIRED, SEPARATE FACILITIES SHALL
 BE PROVIDED FOR EACH SEX.
 2) SUBMIT CALCULATIONS FOR MINIMUM FAC-
 ILITIES. PER TABLES 1003.1 (BLDG) AND
 403.1 (PLUMB)
 3) SHTS A-2.0 & A-2.1 SANITARY RISER
 DIAGRAM DOES NOT REFLECT THE FLOOR PLAN.
 MOP SINK NOT SHOWN ON FLOOR PLAN. SEC.
 104.2.1
 4) RPZ BACKFLOW PREVENTER REQUIRED ON
 WATER SERVICE. SEC 608.13.2
 5) OIL SEPARATOR SHALL BE SIZED BY RON-
 NEY COMPO, ENVIRONMENTAL COMPLIANCE.
 WASTE ORD. 2938-96. (561) 837-4074.
 6) SUBMIT A WATER RISER DIAGRAM. SHOW
 ALL PIPE SIZES, VALVES, WATER HAMMER
 ARRESTORS ECT. SEC 104.3.1.1
 7) SUBMIT MSDS SHEETS FOR ANY HAZARDOUS
 MATERIALS. INDICATE AMOUNTS OF MATERIALS
 STORED. INFORMATION RECIEVED MAY ADD NEW
 COMMENTS CONCERNING AN EYE WASH OR AN
 EMERGENCY SHOWER. 104.2.1
 8) SUMBIT DETAILS FOR ACCESSIBLE TOILET
 ROOMS PER SECTION 11-4.22, 11-4.16, 11-4
 .19, & 11-4.21 AND ALL SUBSECTIONS.
 CLEAR FLOOR SPACE - GRAB BARS - HEIGHTS
 & CLEARANCES, SEAT HEIGHT, SHOWER UNIT -
 CENTER OFF WALLS - CONTROL AREA - ECT.
 9) WATER COOLER SHALL BE ARI-1010 COMP-
 LIANT. SUBMIT MANUF. SPECIFICATION
 SHEETS.
 10) ALL SHEETS SHALL BE SIGNED, SEALED,
 AND DATED PER 61G1-16.003
 11) SUBMIT A DETAIL FOR BREAK ROOM SINK
 PER 11-4.24 AND ALL SUBSECTIONS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2004-01-14 Cont ID  
Sent By gjoyce Date 2004-01-14 Time 10:48 Rev Time 0.50
Received By gjoyce Date 2004-01-14 Time 10:47 Sent To  
Notes
***NONE***


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