Plan Review Details - Permit 02111908
Plan Review Stops For Permit 02111908
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status F Date 2003-09-16 Cont ID  
Sent By jwitmer Date 2003-09-16 Time 13:20 Rev Time 0.50
Received By jwitmer Date 2003-09-16 Time 13:20 Sent To  
Notes
2003-09-16 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02111908
 ADD: 1865 OKEECHOBEE ROAD
 CONT: GLOBAL/ CONTACT: JERRY
 TEL: (561)436-1146
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 REVISION# 4 ROOF SCUPPERS
  
 1503.4.2 OVERFLOW DRAINS AND SCUPPERS.
 WHERE THE CODE CALLS REQUIRES THE USE OF
 ROOF DRAINS AND OVERFLOW EMERGENCY
 SCUPPERS THE ROOF IS TO SLOPE TO THE
 ROOF DRAIN, THE OVERFLOW SCUPPER IS A
 SECONDARY MEANS OF DRAINAGE. THIS OVER-
 FLOW IS TO BE VISIBLE TO NOTIFY THE
 OWNERS OF A BLOCKAGE ON THE ROOF. THE
 CONCEPT SUBMITTED DOES NOT NOTIFY THE
 OWNERS OF ANY ROOF BLOCKAGE.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2003-08-04 Cont ID  
Sent By csiegber Date 2003-08-19 Time 15:25 Rev Time 0.50
Received By jwitmer Date 2003-08-04 Time 16:51 Sent To  
Notes
2003-08-04 00:00:00 
 REVISIONS 1) COLUMN- FIREPROOFING
 2) ROOF FLASHING CHANGE
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2003-07-16 Cont ID  
Sent By alange Date 2003-07-31 Time 14:19 Rev Time 0.55
Received By jwitmer Date 2003-07-16 Time 15:40 Sent To  
Notes
2003-07-16 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02111908
 ADD: 1865 OKEECHOBEE ROAD
 CONT: GLOBAL
 TEL: (561)436-2246
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 HANDRAIL/ GAURDRAIL SHOP DRAWINGS
 ACTION: PROVISO
  
 1) THE SHOP DRAWING AREN'T CLEAR AS TO
 THE HANDRAIL ON THE UPPER RAMP.
 11-4.8.5 HANDRAILS. IF A RAMP HAS A RISE
 GREATER THAN 6" OR A HORIZONTAL PROJEC-
 TION GREATER THAN 72", THEN IT SHALL
 HAVE HANDRAILS ON BOTH SIDES.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2003-07-14 Cont ID  
Sent By shernand Date 2003-07-15 Time 10:44 Rev Time 0.25
Received By jwitmer Date 2003-07-14 Time 11:56 Sent To  
Notes
2003-07-14 00:00:007/14/03 SUBMITTAL: SHIPS LADDER:
 ACTION DENIED, NOT REVIEWED BY THE
 DESIGN PROFESSIONAL.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2003-07-11 Cont ID  
Sent By hpiskura Date 2003-07-11 Time 15:41 Rev Time 0.00
Received By hpiskura Date 2003-07-11 Time 15:41 Sent To  
Notes
2003-07-11 00:00:00ARCH LETTERS DATED 7/7/03
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2003-05-18 Cont ID  
Sent By shernand Date 2003-07-08 Time 14:43 Rev Time 0.50
Received By jwitmer Date 2003-05-18 Time 10:41 Sent To  
Notes
2003-05-18 00:00:0005/18/03
 03030794 SUBMITTAL: ROOFING
  
 PROVISO: ROOFING SUBMITTAL PACKAGE INDIC
 ATES PROJECT TO BE IN THE COUNTY JURISDI
 CTION, WITH THE USE OF "OLD OKEECHOBEE
 ROAD". IF THE SUBMITTAL IS FOR THE PER-
 MIT AT 1865 OKEECHOBEE ROAD PLEASE USE T
 HIS ADDRESS IN THE FUTURE!
  
 JIM WITMER
 BUILDING PLAN REVIEW
 (561)805-6715
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2003-04-25 Cont ID  
Sent By shernand Date 2003-05-12 Time 13:11 Rev Time 0.55
Received By jwitmer Date 2003-04-25 Time 11:10 Sent To  
Notes
2003-04-25 00:00:004-25-03 SHOP DRAWINGS WALL PANELS
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2003-04-08 Cont ID  
Sent By shernand Date 2003-04-23 Time 14:07 Rev Time 0.33
Received By jwitmer Date 2003-04-08 Time 16:28 Sent To  
Notes
2003-04-08 00:00:00SHOP DRWINGS TILT WALL/ OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-04-01 Cont ID  
Sent By shernand Date 2003-04-04 Time 13:20 Rev Time 0.77
Received By jwitmer Date 2003-04-01 Time 15:16 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-03-15 Cont ID  
Sent By jwitmer Date 2003-03-15 Time 15:16 Rev Time 3.50
Received By jwitmer Date 2003-03-15 Time 15:16 Sent To  
Notes
2003-03-15 00:00:00 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02111908
 ADDRESS: 1865 OKECHOBE RD
 CONT: GLOBAL CONSTRUCTION
 TELL # (954)971-1810
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.104.2.1.2 ADMINISTRATIVE CODE.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-02-28 Cont ID  
Sent By dpalmer Date 2003-03-11 Time 13:51 Rev Time 4.25
Received By jwitmer Date 2003-02-28 Time 14:53 Sent To  
Notes
2003-02-28 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02111908
 ADD: 1865 OKEECHOBEE ROAD
 CONT: PLAN REVIEW/GLOBAL
 TEL: (954)971-9500
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) COMMENT (2) PREVIOUS REVIEW:
 105.3 ADMINISTRATIVE CODE- RESIDENT
 INSPECTOR PROGRAM REQUIRED, (5) FOR
 BUILDINGS GREATER THAN 20,000 SQ FT.
 CONTACT DON NEELY DIRECTOR OF RESIDENT
 INSPECTOR PROGRAM.
 WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORD, 3 DOCUMENTS WILL BE REQUIRED.
 PLANS, ENGINEERING REPORTS, PRODUCT
 APPROVALS, SHOP DRAWINGS, OR SUBMITTALS,
 ETC...
  
 3) 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 CALS ONLY FRONT PAGE IS
 SIGNED/ SEALED.
  
 4) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 5) COMMENT (4) PREVIOUS REVIEW:
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PROVIDE SOILS REPORT.
  
 6) COMMENT (6) FROM PREVIOUS REVIEW,
 11-4.1.3(1) AT LEAST ONE ACCESSIBLE
 ROUTTE COMPLYING WITH 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENETRANCES WITH ALL ACCESSIBLE SPACES
 AND ELEMENTS WITHIN THE BUILDING OR
 FACILITY.
 11-4.1.3(8) (II) ACCESSIBLE ENTRAN-
 CES MUST BE PROVIDED IN A NUMBER AT
 LEAST EQUIVALENT TO THE NUMBER OF EXITS
 REQUIRED BY THE APPLICABLE BUILDING/
 FIRE CODES.
 11-4.1.3(8) (III) AN ACCESSIBLE
 ENTRANCE MUST BE PROVIDED TO EACH TEN-
 ANCY IN THE FACILITY (FOR EXAMPLE, INDIV
 UAL STORES IN A STRIP SHOPPING CENTER).
 WHEN THETENANT BREAK UP OCCURS AS
 INDICATED IN YOUR COMMENTS THE STAIRS
 AT TENANT ADDRESSES 1869,1881,1885 &
 1893 WILL REQUIRE 2 MEANS OF EGRESS AND
 WILL NEED TO BE ACCESSIBLE!
  
 7) COMMENT # 8, SHEET A-9 DETAIL # 2,
 DOES NOT MEET HANDICAPPED ACCESSILITY!
  
 8) COMMENT # 9, PROVIDE DETAILS FOR 1-HR
 RATING FOR ,BEAMS, GIRDERS, ROOF FRAMING
 (BAR JOIST) EXTERIOR BEARING WALLS.
  
 9) COMMENT # 12 FROM PREVIOUS REVIEW:
 PRODUCT APPROVALS: SERIES 4500 FLUSH
 GLAZED ALUMINIUM STOREFRONT, W/ REIN-
 FORCEMENT, TABLE 5 IS GOOD FOR MULLIONS
 UP 120" LONG. SHEET A-11 INDICATES OPEN-
 ING 120" TALL & LONGER IN WIDTH THAN 120
 INCHES.
  
 10) ITEMS 15,16, & 17 FROM PREVIOUS
 REVIEW INCOMPLETE, OR DENIED.
 A) ITEM (15) THE PRODUCT APPROVAL FOR
 STORM SHUTTERS WAS SUBMITTED BUT THE
 KEY PLAN WAS NOT.
 B) ITEM (16) WAS NOT EVEN SUBMITTED:
 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. A SAMPLE SCHEDULE IS INCLUDED.
 C) ITEM 17: DEALS WITH STORM SHUTTERS
 ON LARGE PROJECTS,THE BUILDING OFFICIAL
 REVIEWED YOUR PROPOSAL FOR STORM SHUTTER
 INSTALLATION. IT IS DENIED ON THE BASIS
 THAT ONLY THE OWNER OF OR ON SITE EMPLOY
 EES ARE TO BE INSTALLING STORM SHUTTERS
 NOT THE TENANT. SECOND HIGHLIGHTED IS
 WHAT WILL BE REQUIRED FOR SUCH APPROVAL
 FROM THE BUILDING OFFICIAL, SEE
 ATTACHMENT PAGE 5 & 6 OF THE MISSLE
 IMPACT PROTECTION STANDARD.
  
 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)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-01-07 Cont ID  
Sent By jwitmer Date 2003-01-07 Time 07:32 Rev Time 5.00
Received By jwitmer Date 2003-01-07 Time 07:32 Sent To  
Notes
2003-01-07 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02111908
 ADD: 1805 OKEECHOBEE ROAD
 CONT:GLOBAL CONSTRUCTION
 TEL: (954)971-9500
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) THE CORRECT ADDRESS FOR THIS BUILDING
 IS 1805 OKEECHOBEE ROAD, THERE IS NO
 OLD OKEECHOBEE RD IN THE CITY, THIS IS
 NAME OF THE SAME ROAD LOCATED IN THE
 COUNTY. IF GIVEN THIS TO 911 RESPONCE
 THEY MAY RESPOND IN THE COUNTY!
  
 2) 105.3 ADMINISTRATIVE CODE- RESIDENT
 INSPECTOR PROGRAM REQUIRED. (5) FOR
 BUILDINGS GREATER THAN 20,000 SQ FT.
 CONTACT DON NEELY DIRECTOR OF RESIDENT
 INSPECTOR PROGRAM.
 WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORD, 3 DOCUMENTS WILL BE REQUIRED.
 PLANS, ENGINEERING REPORTS, PRODUCT
 APPROVALS, SHOP DRAWINGS OR SUBMITTALS,
 ETC...
  
 3) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 4) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
  
  
 5) SITE STATISTICS: COMMENT: 503.4 VS
 TABLE 600. 503.4 UNLIMITED AREA WHEN AN
 AUTOMATIC EXTINGUISHING SYSTEM IS USED
 & ACCOMPANIED BY 60' OPEN SPACE AROUND
 BUILDING, THIS BUILDING DOESN'T QUALIFY
 UNDER THE 60' OPEN SPACE. THE BUILDING
 FRONTAGE CAN ONLY BE TAKEN TO THE CENTER
 LINE OF THE ROAD!
 TABLE 500 FOR A TYPE IV BLDG. 1HR.
 PRO. FULLY SPRINKLERED DOES QUALIFY THE
 BLDG TO :
 A) FACTORY/ INDUSTRIAL94,500 SQ FT
 B) STORAGE 72,000 W/ AREA INCREASES
 100% UNSPR AREA= 96,000 SQ FT.
  
 THE PLANS HAVE NO INFORMATION FOR THE
 FIRE SPRINKLER SYSTEM, IS THERE GOING TO
 BE ONE? PLEASE PROVIDE ADD INFORMATION.
 FIRE SPRINKLER PLANS TO BE ENGINEERED,
 SIGNED,SEALED & DATED. 3 SETS PRIOR TO
 ISSUANCE OF THIS PERMIT. 903.1.
  
 6)11-4.1.3(1) AT LEAST ONE ACCESSIBLE
 ROUTTE COMPLYING WITH 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENETRANCES WITH ALL ACCESSIBLE SPACES
 AND ELEMENTS WITHIN THE BUILDING OR
 FACILITY.
 PLANS INDICATE MULTIPLE TENANTS SUCH
 AS 1873, 1877, 1889 & 1893 WITHOUT
 ACCESSIBLE ENTRANCES?
  
 7) 1007.5.5 HANDRAILS SHALL EXTEND @
 LEAST 12" HORIZONTALLY BEYOND THE TOP
 RISER OF A FLIGHT OF STAIRS. SEE A-10,
 DETAIL 3.
  
 8) SHEET A-9 DETAIL 2 CURRENTLY MEETS
 CODE SINCE IT IS NOT A REQUIRED MEANS OF
 EGRESS. IF AT TENANT FIT UP THIS IS THE
 ONLY MEANS OF EGRESS THEN THE EXCEPTION
 #1 WILL NOT COMPLY.
  
 9) PLEASE PROVIDE DETAILS FOR 1 HR RAT-
 ING FOR BEAMS, GIRDERS, ROOF FRAMING
 (BAR JOIST) TABLE 600- 1 HR PROTECTED.
  
 10) FIRE DISTRICT 102.2.4 ROOF COVERINGS
 MUST BE A "A OR B" ROOF COVERING SUMIT
 MANUFACTURES SPEC.
  
 11)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.
  
 12)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 DOORS, GLAZED, SOLID & LOUVERS
 B) OVERHEAD GARAGE DOORS
 C) WINDOWS
 D) VERTICAL & HORIZONTAL MULLIONS
 E) ROOFING ASSEMBLIES
 F) SKYLIGHTS
  
 13)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) 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) 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)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.
  
 16)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) 103.6 COUNTY ADMINISTRATIVE CODE:
 1606.1.4 & 1707.1.4, CITY STANDARD(13)
 IN ORDER TO ASSURE THE SECURING OF SHUT-
 TERS ON LARGE BUILDINGS, A PRE-STORM
 PREPARATION PLANS MUST BE SUBMITTED BY
 THE PROPERTY OWNER OR MANAGING AGENTS
 FOR REVIEW BY THE CONSTRUCTION SERVICES
 DEPARTMENT. ANY SUCH PLAN SHALL INCLUDE
 AT A MINIMUM, ON SITE LOCATION FOR
 STORM SHUTTERS, PARTY RESPONSIBLE FOR
 THE SECURING THE SHUTTERS (SAID PARTIES
 MUST BE LOCATED IN PALM BEACH COUNTY),
 TOTAL NUMBER OF OPENINGS TO BE PROTECTED
 AND THE TOTAL TIME REQUIRED TO SECURE
 ALL OPENINGS. PROTECTION OF OPENINGS
 SHALL BE ACCOMPLISHED WITHIN 12 HRS.
 OR LESS OF THE OFFICIAL NOTIFICATION BY
 THE NATIONAL WEATHER SERVICE OF A
 HURRICANE WATCH.
  
 18) 1504.1 ROOFING: INSULATION/ FASTEN-
 ING SCHEDULE WILL REQUIRE WINDLOADS/
 WIND REISTANCE TESTING FOR WIND ZONE.
  
 19) STRUCTURAL STEEL SHOP DRAWINGS ARE
 TO BE REVIEWED BY THE ENGINEER OF RECORD
 BEFORE THE SUBMITTAL TO THE BUILDING
 DEPARTMENT.
  
 20) 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.
  
 21)2504.2.2 INSTALLATION OF EXTERIOR
 LATHING AND FRAMING SHALL COMPLY WITH
 ASTM C-1063.
  
 22)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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-02-27 Cont ID  
Sent By dpalmer Date 2003-02-27 Time 08:16 Rev Time 1.00
Received By dpalmer Date 2003-02-27 Time 08:15 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-12-09 Cont ID  
Sent By dpalmer Date 2002-12-09 Time 06:04 Rev Time 1.00
Received By dpalmer Date 2002-12-09 Time 06:04 Sent To  
Notes
2002-12-09 00:00:00**************** UNSAT ***************
  
 1)NOTE: PLEASE SEE LOAD ON PANEL "1HP"
 PLEASE NOTE, LOAD EXCEEDS RATING OF
 CONDUCTORS.
  
 2)NOTE: PLEASE SHOW SIZE OF DISCONNECTS
 AND SHOW SIZE OF OCP. NOE SHOWN FOR 1HP?
  
 3)NOTE: PLEASE PROVIDE NOTE ON FIRE
 PUMP RISER, OCP TO MEET 695-4B-1
  
 4)NOTE: PLEASE SEE MAINS 1 AND 2, BOTH
 SHOWN WITH 1000A FUSES ON 800A MAINS???
 PLEASE NOTE IF MAINS ARE GOING TO BE
 1000A, GFI PROTECTION PER 230-95 MUST BE
 MET. PLEASE CORRELATE.
  
 5)NOTE: PLEASE CLARIFY LIGHTING IN
 BLDG, ONLY EM/EXT LTS SHOWN?
  
 6)NOTE: PLEASE SHOW LOCATION OF FIRE
 PUMP ROOM. PLEASE NOTE GROUPING OF MAINS
 230-72, PLEASE CLARIFY TRAVEL DISTANCE
 FROM MAIN ELECTRICAL ROOM.
  
 7)NOTE: PLEASE CLARIFY LIGHTING TO MEET
 700-16. PLEASE ALSO SEE 700-12E
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2003-02-03 Cont ID  
Sent By mamini Date 2003-02-03 Time 10:30 Rev Time 1.00
Received By mamini Date 2003-02-03 Time 10:30 Sent To  
Notes
2003-02-03 00:00:00PASSED:
 1. PLEASE SEE PERMIT # 03012262 FOR
 UNDERGROUND UTILITIES AND SITE WORK.
 BUILDING #3
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-01-29 Cont ID  
Sent By mamini Date 2003-01-29 Time 10:15 Rev Time 1.00
Received By mamini Date 2003-01-29 Time 10:15 Sent To  
Notes
2003-01-29 00:00:00FAILED:
 1. PLEASE SEE THE PREVIOUS REVIEW
 COMMENTS DATED 01-09-03. ATTACHED
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-01-09 Cont ID  
Sent By mamini Date 2003-01-09 Time 09:51 Rev Time 3.00
Received By mamini Date 2003-01-09 Time 09:51 Sent To  
Notes
2003-01-09 00:00:00FAILED:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND CIVIL SITE WORKS WILL BE
 REQUIRED.
 2. CIVIL SITE PLANS MUST CLEARLY SHOW
 THE LIMIT OF WORK IN THIS PHASE AND
 UNDER THIS PERMIT APPLICATION AND ALSO
 SHOULD INCLUDE;
 A. SHOWING ALL THE STORM WATER, SEWER,
 DOMESTIC WATER WORKS AND THEIR
 CONNECTIONS TO EXISTING.
 B. PERVIOUS AND IMPERVIOUS AREA CALCS.
 FOR ENTIRE SITE MUST BE PROVIDED.
 C. ALL THE NEW CONNECTIONS TO CITY'
 SERVICES MUST BE SHOWN, IF ANY.
 D. DUMPSTER ENCLOSURE LOCATION AND SIZE,
 IF NEW ONE PROPOSED.
 3. PLEASE NOTE THAT SHEETS PD-3 AND PD-4
 OF CIVIL SITE PLANS ARE MISSING.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-02-26 Cont ID  
Sent By csiegber Date 2003-09-23 Time 14:42 Rev Time 0.00
Received By mcarsill Date 2003-02-26 Time 11:10 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-12-18 Cont ID  
Sent By mcarsill Date 2002-12-18 Time 10:52 Rev Time 0.00
Received By mcarsill Date 2002-12-18 Time 10:52 Sent To  
Notes
2002-12-18 00:00:001) A KNOX-BOX WILL BE REQUIRED FOR
 THE BUILDING.
  
 2) NO FIRE SPRINKLER OR HYDRAULIC
 CALCULATIONS PROVIDED WITH PLANS.
  
 3) PLEASE PROVIDE A LIFE SAFETY PLAN
 TO THIS OFFICE DISPLAYING PROPOSED
 OCCUPANT LOADS AND TRAVEL DISTANCES.
  
 4) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE ALARM SYSTEM INSTALLATION.
  
 5) PLEASE DISPLAY ALL FIRE HYDRANT
 LOCATIONS IN THE VICINITY OF THE
 BUILDING.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 17 Status N Date 2003-09-29 Cont ID  
Sent By csiegber Date 2003-09-29 Time 10:41 Rev Time 0.00
Received By csiegber Date 2003-09-29 Time 10:41 Sent To P
Notes
2003-09-29 00:00:00TO KS BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 16 Status N Date 2003-09-23 Cont ID  
Sent By csiegber Date 2003-09-22 Time 14:31 Rev Time 0.00
Received By csiegber Date 2003-09-23 Time 14:41 Sent To FIRE
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 15 Status N Date 2003-09-16 Cont ID  
Sent By csiegber Date 2003-09-16 Time 16:37 Rev Time 0.00
Received By csiegber Date 2003-09-16 Time 16:37 Sent To FIRE
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 14 Status N Date 2003-09-16 Cont ID  
Sent By csiegber Date 2003-09-16 Time 16:15 Rev Time 0.00
Received By csiegber Date 2003-09-16 Time 16:15 Sent To  
Notes
2003-09-16 00:00:00COMM BD#44
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2003-08-19 Cont ID  
Sent By csiegber Date 2003-08-19 Time 15:25 Rev Time 0.00
Received By csiegber Date 2003-08-19 Time 15:25 Sent To B
Notes
2003-08-19 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2003-07-31 Cont ID  
Sent By alange Date 2003-07-31 Time 14:19 Rev Time 0.00
Received By alange Date 2003-07-31 Time 14:19 Sent To B
Notes
2003-07-31 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2003-07-31 Cont ID  
Sent By alange Date 2003-07-31 Time 08:48 Rev Time 0.00
Received By alange Date 2003-07-31 Time 08:48 Sent To B
Notes
2003-07-31 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2003-07-15 Cont ID  
Sent By shernand Date 2003-07-15 Time 10:44 Rev Time 0.00
Received By shernand Date 2003-07-15 Time 10:44 Sent To B
Notes
2003-07-15 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2003-07-08 Cont ID  
Sent By shernand Date 2003-07-08 Time 14:43 Rev Time 0.00
Received By shernand Date 2003-07-08 Time 14:43 Sent To B
Notes
2003-07-08 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2003-05-12 Cont ID  
Sent By shernand Date 2003-05-12 Time 13:10 Rev Time 0.00
Received By shernand Date 2003-05-12 Time 13:10 Sent To B
Notes
2003-05-12 00:00:00JW DESK, ROOFING SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-04-23 Cont ID  
Sent By shernand Date 2003-04-23 Time 14:07 Rev Time 0.00
Received By shernand Date 2003-04-23 Time 14:07 Sent To B
Notes
2003-04-23 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-04-18 Cont ID  
Sent By shernand Date 2003-04-18 Time 16:02 Rev Time 0.00
Received By shernand Date 2003-04-18 Time 16:02 Sent To B
Notes
2003-04-18 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-04-04 Cont ID  
Sent By shernand Date 2003-04-04 Time 13:20 Rev Time 0.00
Received By shernand Date 2003-04-04 Time 13:20 Sent To B
Notes
2003-04-04 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-03-11 Cont ID  
Sent By dpalmer Date 2003-03-11 Time 13:51 Rev Time 0.00
Received By dpalmer Date 2003-03-11 Time 13:51 Sent To B
Notes
2003-03-11 00:00:00TO JW`S DESK.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-02-18 Cont ID  
Sent By dpalmer Date 2003-02-18 Time 11:59 Rev Time 0.00
Received By dpalmer Date 2003-02-18 Time 11:58 Sent To  
Notes
2003-02-18 00:00:00TO COMM BOARD #63 ALL TRADES.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-02-12 Cont ID  
Sent By sgraham Date 2003-02-13 Time 09:55 Rev Time 0.00
Received By btrobaug Date 2003-02-12 Time 15:41 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-12-02 Cont ID  
Sent By btrobaug Date 2002-12-02 Time 06:57 Rev Time 0.00
Received By btrobaug Date 2002-11-27 Time 06:56 Sent To  
Notes
2002-12-02 00:00:00COMM BOARD #34./WRT
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-03-05 Cont ID  
Sent By pkrauss Date 2003-03-05 Time 15:09 Rev Time 0.35
Received By pkrauss Date 2003-03-05 Time 14:54 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-12-11 Cont ID  
Sent By pkrauss Date 2002-12-11 Time 13:21 Rev Time 0.50
Received By pkrauss Date 2002-12-11 Time 12:51 Sent To  
Notes
2002-12-11 00:00:00DENIED:
  
 PROVIDE DETAIL FOR THE EXHAUST FAN
 CURBS. SHOW ATTACHMENT DETAILS.
  
 EXHAUST SHALL NOT BE DIRECTED ONTO
 WALKWAYS AS PER 2001 FBC(M) 401.5.1.
  
 PLAN SHEET M0.1 DETAIL - LOUVER LOCATION
 IS THIS LOUVER MAKE-UP AIR?PLEASE
 CLARIFY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 5 Status P Date 2003-10-15 Cont ID  
Sent By kstevens Date 2003-10-15 Time 17:07 Rev Time 0.50
Received By kstevens Date 2003-10-15 Time 17:07 Sent To  
Notes
2003-10-15 00:00:00REVISION OK, CHANGED SLOPE FROM SCUPPERS
 TO ROOF DRAINS. MOVED SCUPPERS. AT ALL
 4 CORNERS OF ROOF
Review Stop P PLUMBING
Rev No 4 Status P Date 2003-10-11 Cont ID  
Sent By kstevens Date 2003-10-11 Time 04:42 Rev Time 0.50
Received By kstevens Date 2003-10-11 Time 04:42 Sent To  
Notes
2003-10-11 00:00:00REVISION OK - SHOW ROOF PITCH TO DRAINS
Review Stop P PLUMBING
Rev No 3 Status F Date 2003-09-08 Cont ID  
Sent By csiegber Date 2003-09-29 Time 10:41 Rev Time 0.50
Received By kstevens Date 2003-09-04 Time 18:51 Sent To  
Notes
2003-09-08 00:00:00REVISION DENIED
  
 PITCH OF ROOF AT THE FOUR CORNERS WHERE
 THE SCUPPERS WERE RELOCATED IS PITCHING
 AWAY FROM THE ROOF DRAINS. PLEASE CLAIR-
 FY.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-03-05 Cont ID  
Sent By kstevens Date 2003-03-05 Time 07:51 Rev Time 0.50
Received By kstevens Date 2003-03-05 Time 07:51 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-12-27 Cont ID  
Sent By kstevens Date 2002-12-27 Time 11:44 Rev Time 2.00
Received By kstevens Date 2002-12-27 Time 11:44 Sent To  
Notes
2002-12-27 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 ***********SHELL ONLY***********
  
 1) PLEASE SUPPLY CALCULATIONS FOR PRI-
 MARY AND SECONDARY ROOF DRAINS. SQUARE
 FOOTAGE FOR EACH DRAIN SHOWS THE SAME
 BUT SHEET A-5 SHOWS SECTION A-B DRAINING
 LESS AREA THAN SECTION B THRU D, AND
 SECTION D THRU F. SECTION F THRU G WILL
 DRAIN LESS THEN SECTIONS B THRU D AND
 SECTION F THRU G. EACH SECTION SHALL
 BE CALCULATED SEPARATE ACCORDING TO AREA
 OF ROOF THAT DRAINS INTO DRAIN. ALSO
 INCLUDE 1/2 AREA OF VERTICAL WALL INTO
 SQUARE FOOTAGE PER SEC 1106.4.
 2) SHEET A-5 REFERENCES SHEET A-15, BUT
 SHEET A-15 NOT INCLUDED IN PLANS. PLEASE
 CLAIRFY.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2003-02-13 Cont ID  
Sent By btrobaug Date 2003-02-12 Time 15:41 Rev Time 0.00
Received By sgraham Date   Time   Sent To I
Notes
***NONE***


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