Plan Review Details - Permit 03091188
Plan Review Stops For Permit 03091188
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-01-16 Cont ID  
Sent By jwitmer Date 2004-01-16 Time 16:07 Rev Time 2.50
Received By jwitmer Date 2004-01-16 Time 15:39 Sent To  
Notes
2004-01-16 00:00:00 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 03091188
 ADDRESS: 2951 ELECTRONICS WAY
 CONT: ANDERSON & MOORE
 TELL # (561)662-1819
  
 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.
  
  
  
 ******BUILDINGPROVISO*********
  
 BEFORE A CERTIFICATE OF OCCUPANCY SHALL
 BE ISSUED PROVIDE:
 1)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.
 MISSING AFFIDAVIT & FLOOR LOAD CALCULA-
 TIONS FOR THE MEZZANINE.
  
 2)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-01-02 Cont ID  
Sent By jwitmer Date 2004-01-02 Time 09:36 Rev Time 2.50
Received By jwitmer Date 2004-01-02 Time 09:36 Sent To  
Notes
2004-01-02 00:00:00BUILDING PLAN REVIEW
 PERMIT:03091188
 ADD: 2951 ELECTRONIC WAY
 CONT: ANDERSON-MOORE
 TEL: (561)753-7400
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 3ND REVIEW
 ACTION: DENIED
 1)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.
 SHOW CALCULATIONS FOR THE FLOOR LOADS
 OF THE MEZZANINE FLOOR OR DELETE ALL REF
 RENCES OF A MEZZANINE FROM PLAN.
 2) NOTE: SHEET A6.2 AS WELL AS THE
 PRODUCT APPROVAL INDICATE THAT THE OVER-
 HEAD DOORS WILL HAVE GLAZED PANELS, NO
 INFORMATION ON THE LARGE MISSLE IMPACT
 TESTING FOR GLAZED UNITS. SHUTTERS WILL
 BE REQUIRED.
 3) THE PLANS INDICATE THAT THIS STOR-
 AGE BUILDING WILL BE FULLY SPRINKLERED,
 TO MEET THE DESIGN CRITERIA TABLE 500
 THIS IS TRUE, NO FIRE SPRINKLER PLANS
 HAVE BEEN PROVIDED AAS PART OF THIS
 BUILDING SET OF PLANS. EVEN THOUGH A SEP
 ERATE FIRE SPINKLER PERMIT IS APPLIED
 FOR FIRE SPRINKLER PLANS ARE REQUIRED
 FOR THE BUILDING PERMIT SET. PLANS NEED
 TO SHOW FIRE SPRINKLER DESIGN FOR TYPE
 OCCUPANCY, STORAGE, HAZARD (S1/S2) 903.
  
 4) THIS BUILDING ALSO QUALIFIES FOR
 A RESIDENT INSPECTOR UNDER THE CITIES
 CRITERIA FOR RESIDENT INSPECTORS. WEST
 PALM BEACH ADMINISTRATIVE CODE 105.3(5)
 BUILDINGS GREATER THAN 20,000 SQ. FT.
 THREE (3) SETS OF PLANS, PRODUCT
 APPROVALS OR OTHER RELATED DOCUMENTS ARE
 REQUIRED BEFORE ISSUANCE OF A PERMIT.
 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 13:29 Rev Time 3.75
Received By jwitmer Date 2003-12-05 Time 08:32 Sent To  
Notes
2003-12-05 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03091188
 ADD: 2951 ELECTRONIC WAY
 CONT: ANDERSON-MOORE
 TEL: (561) 753-7400
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 2ND REVIEW
 ACTION: DENIED
  
 1)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.
  
 SHOW CALCULATIONS FOR THE FLOOR LOADS
 OF THE MEZZANINE FLOOR.
  
 2)HANDICAPPED RAMP:
 A)11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
 B)11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
 C)11-4.8.4(3) IF RAMPS CHANGE DIREC-
 TION AT LANDINGS, THE MINIMUM LANDING
 SIZE SHALL BE 60" X 60".
 D)11.4.8.5. HANDRAILS: IF A RAMP HAS
 A RISE GREATER THAN 6" OR A HORIZONTAL
 PROJECTION GREATER THAN 72", THEN IT
 SHALL HAVE HANDRAILS ON BOTH SIDES.
  
 3) 1012.1.2. EGRESS DOORS SHALL BE SIDE
 SWINGING TYPE. DOORS SHALL SWING IN THE
 DIRECTION OF EGRESS FOR THE FOLLOWING:
 A) DOOR LEADING FROM THE LOADING DOCK TO
 OFFICES. 20,637/300= 69 OCC LOAD.
 DOOR TO SWING IN THE DIRECTION OF
 EXITING. **NOTE** DOOR TO NOT BLOCK THE
 COORIDOR.
  
 4) LOADING RAMP: TO HAVE GUARDRAIL OVER
 30" ABOVE GRADE.
 1015.2 HEIGHT. GUARDRAILS SHALL
 FORM A VERTICAL PROTECTIVE BARRIER NOT
 LESS THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
 EXCEPTION: FACT/ INDUST/ STORAGE:
 1027.5 AREAS NOT OPEN TO THE PUBLIC IN
 GROUP S, THE CLEAR DISTANCE BETWEEN
 RAILS SHALL BE SUCH AS TO PREVENT THE
 PASSAGE OF A 21" SPHERE.
  
 5)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 REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) FIXED GLAZED WINDOWS
 B) GLAZED SWING DOORS
 C) OVERHEAD GARAGE DOORS
 ( SEE SITE SPECIFIC REQUIREMENTS)
 D) STORM SHUTTERS, IF GLAZED OPENINGS
 DO NOT HAVE LARGE MISSLE TESTING.
  
 6)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.
  
 7) 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.
  
 8)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. SEE OVERHEAD DOOR REPORT.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-10-27 Cont ID  
Sent By jwitmer Date 2003-10-27 Time 14:43 Rev Time 6.50
Received By jwitmer Date 2003-10-27 Time 14:43 Sent To  
Notes
2003-10-27 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03091188
 ADD: 2951 ELECTRONIC WAY
 CONT: ANDERSON-MOORE CONSTRUCTION
 TEL: (561)753-7400
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 ARCH: WILLIAM R TRACY
 ENGIN: ALBERT P KWAN
  
 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 P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) PROVIDE 2 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED.
  
 4)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.
  
 5)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.
  
 6) WEST PALM BEACH ADMINISTRATIVE CODE
 105.3(4) A SPECIAL ONSITE INSPECTOR
 SHALL BE ONSITE AT ALL TIMES THAT WORK
 IS IN PROGRESS FOR STRUCTURAL COMPONENTS
 FOR BUILDINGS WITH AREA GREATER THAN
 20,000 SQUARE FOOT. THEY NEED TO
 REGISTER WITH DON NEELY/HAROLD PISKURA
 AT 805-6665 OUTSIDE INSPECTION COORDIN-
 ATOR.
  
 7) SHEET A0.1 GENERAL NOTE#7 DRAFTSTOPP-
 ING TO COMPLY WITH THE FLORIDA BUILDING
 CODE NOT THE UBC.
  
 8) SHEET A2.1B :
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
 A) MENS RESTROOM
 B) ENTRY/ VESTIBULE
 C) TEL/ DATA
  
 9) HANDICAPPED RAMP:
 11-4.8.2 SLOPE & RISE. THE LEAST
 POSSIBLE SLOPE SHALL BE USED FOR ANY
 RAMP. THE MAXIMUM SLOPE FOR A RAMP IN
 NEW CONSTRUCTION SHALL BE 1 TO 12. THE
 MAXIMUM RISE FOR RUN SHALL BE 30" (SEE
 FIGURE 16).
 11-4.8.3. CLEAR WIDTH. THE MINIMUM
 CLEAR WIDTH OF A RAMP SHALL BE 36".
 EXCEPTION: RAMPS THAT ARE PART OF A
 REQUIRED MEANS OF EGRESS SHALL NOT BE
 LESS THAN 44 INCHES WIDE.
 11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
 11-4.8.4(3) IF RAMPS CHANGE DIREC-
 TION AT LANDINGS, THE MINIMUM LANDING
 SIZE SHALL BE 60" X 60".
 11.4.8.5. HANDRAILS: IF A RAMP HAS
 A RISE GREATER THAN 6" OR A HORIZONTAL
 PROJECTION GREATER THAN 72", THEN IT
 SHALL HAVE HANDRAILS ON BOTH SIDES.
  
 10) 1204.2 SURROUNDING MATERIALS;
 THE WALLS & FLOORS OF ALL PUBLIC REST-
 ROOMS SHALL BE LINED WITH NONABSORBANT
 MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE
 FLOOR.
  
 11) 1012.1.2 EGRESS DOORS SHALL BE SIDE
 SWINGING TYPE. DOORS SHALL SWING IN THE
 DIRECTION OF EGRESS FOR THE FOLLOWING:
 A) DOOR LEADING FROM LOADING DOCK TO
 OFFICES.
 20,637/300= 69 OCC LOAD.
 DOOR TO SWING IN THE DIRECTION OF
 EXITING.
  
 12) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY:SHEET A2.1A VS. E3, E3 INDIC
 ATES A EGRESS DOOR IN THE S.W. CORNER OF
 THE WAREHOUSE?
  
 13) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY: A2.2 VS. E3, THE USE OF
 ROOM 113, PUMP OR ELEC ROOM & THE EXTER-
 IOR DOOR LOCATION?
  
 14) 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.
  
 15) 1503.4.3 SIZING AND DISCHARGE OF
 GUTTERS AND ROOF LEADERS ARETO SIZED AS
 IN ACCORDANCE WITH THE FL BLDG CODE,
 PLUMBING.
  
 16) LOADING RAMP TO HAVE GUARDRAIL OVER
 30" ABOVE GRADE.
 1015.2 HEIGHT. GUARDRAILS SHALL
 FORM A VERTICAL PROTECTIVE BARRIER NOT
 LESS THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
 EXCEPTION: FACT/INDUST/ STORAGE:
 1027.5 AREAS NOT OPEN TO PUBLIC IN GROUP
 S, THE CLEAR DISTANCE BETWEEN RAILS
 SHALL BE SUCH AS TO PREVENT THE PASSAGE
 OF A 21" SPHERE.
  
 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) GLAZED WINDOWS/ FIXED
 B) SWING DOORS
 C) OVERHEAD DOORS/ W GLAZED OPENINGS
 D) ROOFING ASSEMBLIES, ROOF INSULATION,
 ROOF COVERINGS & ROOF HATCH.
 E) STORM SHUTTERS, IF WINDOWS HAVE NO
 LARGE MISSLE IMPACT TESTING
  
 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.
  
  
 BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIP-
 TION OF THE REVISION MADE,IDENTIFYING
 THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND, WILL HELP TO EX
 DEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
 JIM WITMER
 BUILDING PLAN REVIEW
 (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-12-30 Cont ID  
Sent By dpalmer Date 2003-12-30 Time 07:13 Rev Time 0.25
Received By dpalmer Date 2003-12-30 Time 07:06 Sent To  
Notes
2003-12-30 00:00:00PASSED ON 11/6/03
 NO REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-11-06 Cont ID  
Sent By dpalmer Date 2003-11-06 Time 15:14 Rev Time 1.50
Received By dpalmer Date 2003-11-06 Time 15:14 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-10-10 Cont ID  
Sent By dpalmer Date 2003-10-10 Time 06:27 Rev Time 1.50
Received By dpalmer Date 2003-10-10 Time 06:04 Sent To  
Notes
2003-10-10 00:00:00**************** UNSAT *************
  
 1)NOTE: PLEASE SEE NOTE ON RISER NEXT TO
 PANEL OF, MENTIONS TO SEE TYP PANEL
 SCHEDULE ON E-4? PLEASE CLARIFY?
  
 2)NOTE: PLEASE CLARIFY METHOD OF EQUIP-
 -MENT GROUNDING BETWEEN PANELS AND ALL
 OTHER EQUIPMENT. 250.110/ SIZE PER
 250.122.
  
 3)NOTE: PLEASE CLARIFY CONDUCTORS FOR
 PANEL A/C? RISER SHOWS 350MCM BUT NOT
 HOW MANY? PLEASE ALSO SEE MDP, SHOWS
 500MCM FOR CONDUCTOR SIZE.
 PLEASE ALSO SEE, PANEL SHOWS NEUTRAL AS
 -0-. PLEASE SEE THAT A NEUTRAL CONDUCTO
 WILL BE REQ'D TO TERMINATE AT A/C PANEL.
  
 4)NOTE: PLEASE SEE THAT LOAD CALCULATION
 -S ARE MISSING AND SHOW ALL CONTINUOUS
 LOADS AND LARGEST MOTOR LOADS AT 125%.
 2203,10,11,13 ETC 230.42, 215.3
  
 5)NOTE: PLEASE PROVIDE MIN WIND LOADS
 FOR LT POLE UNDER FBC. MIN 140MPH
  
 PLEASE SEE OTHER REVIEWERS COMMENTS THAT
 MAY HAVE AN AFFECT ON ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-11-05 Cont ID  
Sent By mamini Date 2003-11-05 Time 14:29 Rev Time 1.00
Received By mamini Date 2003-11-05 Time 14:29 Sent To  
Notes
2003-11-05 00:00:00PASSED:
 1. SEE PERMIT # 03110012 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-10-14 Cont ID  
Sent By mamini Date 2003-10-14 Time 09:48 Rev Time 1.00
Received By mamini Date 2003-10-14 Time 09:48 Sent To  
Notes
2003-10-14 00:00:00FAILED:
 1. PLEASE NOTE THAT, ALL DRIVEWAY
 APPROACHES MUST BE CONSTRUCTED WITH 6"
 CONCRETE, PER CITY CODE.
 2. PLEASE PROVIDE STORM WATER CALC. IT
 SHOULD INCLUDE PERVIOUS, IMPERVIOUS AND
 TOTAL SITE AREA.
 3. PLEASE SUBMIT A COPY OF SFWMD PERMIT.
 4. PLEASE SUBMIT TWO SETS OF CIVIL PLANS
 TO PUBLIC UTILITIES AND ENGINEERING FOR
 THEIR REVIEW AND RECORD, 659-8040 EX2306
 MANNY GONZALEZ.
 5. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR "UNDERGROUND
 UTILITIES AND SITE WORK" PERMIT IS
 REQUIRED. SUBMIT TWO SETS OF CIVIL PLANS
 ONLY.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2004-01-16 Cont ID  
Sent By mcarsill Date 2004-01-16 Time 17:33 Rev Time 0.00
Received By mcarsill Date 2004-01-16 Time 17:33 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2004-01-02 Cont ID  
Sent By mcarsill Date 2004-01-02 Time 07:18 Rev Time 0.00
Received By mcarsill Date 2004-01-02 Time 07:18 Sent To  
Notes
2004-01-02 00:00:001) HOW ARE THE TWO EXIT SIGNS LOCATED
 WITHIN THE WAREHOUSE SEEN AROUND THE
 STORAGE. ADDITIONAL SIGNS ARE REQUIRED
 TO DIRECT PERSONS TO THE EXISTING
 EXIT SIGNS IN WAREHOUSE 115.
  
 2) KNOX-BOX APPLICATIONS CAN BE
 OBTAINED FROM THE BUREAU OF FIRE
 PREVENTION AT 835-2910.
  
 3) TAMPER SWITCHES, CHAIN AND LOCK
 ARE REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 4) THE FIRE SPRINKLER PLANS THAT WERE
 RECENTLY SUBMITTED DID NOT PROVIDE
 FOR A LARGE ENOUGH SAFETY MARGIN. ALSO
 TWO HYDRANTS ARE SHOWN ON TWO DIFFERENT
 PAGES. PLEASE ADVISE HOW THEY ARE
 BEING SUPPLIED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2003-11-26 Cont ID  
Sent By mcarsill Date 2003-11-26 Time 07:13 Rev Time 0.00
Received By mcarsill Date 2003-11-26 Time 07:13 Sent To  
Notes
2003-11-26 00:00:00ALL PREVIOUS COMMENTS DO NOT APPEAR TO
 HAVE BEEN ADDRESSED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-10-02 Cont ID  
Sent By mcarsill Date 2003-10-02 Time 07:46 Rev Time 0.00
Received By mcarsill Date 2003-10-02 Time 07:46 Sent To  
Notes
2003-10-02 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) PLEASE EXPLAIN HOW FIRE AND
 PARAMEDICAL EQUIPMENT EXPECTED TO
 PASS THRU THE SLIDING GATES. WHAT
 PROVISIONS WILL BE MADE FOR ACCESS.
 IF ELECTRIC WHAT HAPPENS, WHEN LOSS
 OF POWER OCCURS.
  
 4) A KNOX-BOX WILL BE REQUIRED FOR
 ACCESS INTO THE BUILDING.
  
 5) NO FIRE SPRINKLER PLANS PROVIDED.
  
 6) PLEASE EXPLAIN TYPES OF STORAGE THAT
 WILL BE CONTAINED IN WAREHOUSE 115.
 ALSO PLEASE INCLUDE
  
 7) IT APPEARS THAT ALL OF THE EMERGENCY
 LIGHTS ARE PRESENT ON THE OUTSIDE
 WALLS OF WAREHOUSE 115. WHY ARE NONE
 SHOWN ON FOR THE MAIN AISLE.
  
 8) THE FIRE ALARM SYSTEM SINCE
 PERMITTED AFTER 8.1.03 IS REQUIRED TO
 BE UL LISTED FOR CENTRAL STATION
 SERVICE.
  
 9) HOW IS EXITING MAINTAINED FROM
 WAREHOUE 115 INTO THE LOADING DOCK
 AREA. HOW IS THE AISLE GOING TO
 BE MAINTAINED.
  
 10) PLEASE PROVIDE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR MEZZANINE
 STAIR HANDRAILS AND GUARDRAILS.
  
 11) PLEASE EXPLAIN ELECTRIC STRIKES AND
 HOW THEY EFFECT EXIT ACCESS, NEAR
 CORRIDOR 104 EXIT DOOR.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-01-15 Cont ID  
Sent By csiegber Date 2004-01-15 Time 14:37 Rev Time 0.00
Received By csiegber Date 2004-01-15 Time 14:37 Sent To  
Notes
2004-01-15 00:00:00TO COMM BD#59
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-12-23 Cont ID  
Sent By csiegber Date 2003-12-23 Time 12:38 Rev Time 0.00
Received By csiegber Date 2003-12-23 Time 12:38 Sent To  
Notes
2003-12-23 00:00:00TO COMM BD#26
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-12-18 Cont ID  
Sent By alange Date 2003-12-18 Time 15:24 Rev Time 0.00
Received By alange Date 2003-12-18 Time 15:24 Sent To  
Notes
2003-12-18 00:00:00TO COMMERCIAL BD#22
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-11-05 Cont ID  
Sent By csiegber Date 2003-11-05 Time 13:59 Rev Time 0.00
Received By csiegber Date 2003-11-05 Time 13:59 Sent To  
Notes
2003-11-05 00:00:00TO COMM BD#38
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-09-26 Cont ID  
Sent By csiegber Date 2003-09-25 Time 16:42 Rev Time 0.00
Received By csiegber Date 2003-09-26 Time 08:31 Sent To  
Notes
2003-09-25 00:00:00TO COMM BD #14
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-09-19 Cont ID  
Sent By csiegber Date 2003-09-19 Time 13:59 Rev Time 0.00
Received By csiegber Date 2003-09-19 Time 13:59 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-12-31 Cont ID  
Sent By pkrauss Date 2003-12-31 Time 07:23 Rev Time 0.35
Received By pkrauss Date 2003-12-31 Time 07:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2003-11-24 Cont ID  
Sent By pkrauss Date 2003-11-24 Time 16:52 Rev Time 0.35
Received By pkrauss Date 2003-11-24 Time 16:52 Sent To  
Notes
2003-11-24 00:00:00DENIED:
 1.2ND REQUEST - PROVIDE OUTSIDE AIR
 CALUCLATIONS PER 2001 FBC(M) 403.3.
  
 2.PLANS DO NOT INDICATE INFORMATION
 ON THE CONDENSATE.PLEASE INDICATE
 TERMINATION LOCATION.
  
 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 2003-10-15 Cont ID  
Sent By pkrauss Date 2003-10-15 Time 08:14 Rev Time 0.35
Received By pkrauss Date 2003-10-15 Time 08:14 Sent To  
Notes
2003-10-15 00:00:00DENIED:NO MECHANICAL PLANS SUBMITTED
 PLEASE PROVIDE THE FOLLOWING INFORMATION
 WITH MECHANICAL PERMIT APPLICATION:
 1. PLEASE PROVIDE ENERGY CALCULATIONS
 AS PER 2001 FBC CHAPTER 13
  
 2. PLEASE INDICATE WHAT WILL BE STORED
 IN THE WAREHOUSE.
  
 3. PROVIDE OUTSIDE AIR CALCULATIONS AS
 PER 2001 FBC(M) TABLE 403.3.
  
 4. FAN SHUTDOWN BY DUCT SMOKE DETECTORS
 REQUIRED WITH NOTIFICATION TO ALARM/
 STROBE IN NORMALLY OCCUPIED AREAS.
 2001 FBC(M) 606.2.1, 606.4.1 & NFPA 90A
 4-4.4.3.
  
 5. PROVIDE PLANS INDICATING DUCT LAYOUT,
 SIZE AND MATERIAL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-12-22 Cont ID  
Sent By kstevens Date 2003-12-22 Time 09:30 Rev Time 0.50
Received By kstevens Date 2003-12-22 Time 09:30 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-12-06 Cont ID  
Sent By kstevens Date 2003-12-06 Time 09:34 Rev Time 1.25
Received By kstevens Date 2003-12-06 Time 09:33 Sent To  
Notes
2003-12-06 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 1) SHT A-7.2 DETAILS FOR ACCESSIBLE
 FIXTURES REQUIRES MORE INFORMATION. SEE
 RED LINE CORRECTIONS AND PUT ON PLANS.
 2) WATER RISER DIAGRAM. WATER HAMMER
 ARRESTORS SHALL BE LOCATED NEAR THE FIX-
 TURES IN AN "EFFECTIVE RANGE" NOT IN THE
 CEILING AS SHOWN. PDI-WH 201 AND MANUF.
 INSTALLATION INSTRUCTIONS. - ALL CHANGES
 TO A SIGNED AND SEALED PLANS SHALL BE
 APPROVED BY THE ARCHITECT OF RECORD.
 3) SHT P-1 SANITARY RISER DIAGRAM. IN-
 DIRECT WASTE FROM THE WATER HEATER SHALL
 DRAIN INTO A FLOOR SINK. FLOOR DRAIN ARE
 NOT AN APPROVED INDIRECT WASTE RECEPTOR.
 SECTION 802.3 - ALL CHANGES TO A SIGNED
 AND SEALED PLAN SHALL BE APPROVED BY THE
 ARCHITECT OF RECORD. (SEE PEN CHANGES TO
 SANT. AND WATER RISER DIAGRAMS.
  
 *********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 2003-10-21 Cont ID  
Sent By kstevens Date 2003-10-21 Time 16:29 Rev Time 2.00
Received By kstevens Date 2003-10-21 Time 16:29 Sent To  
Notes
2003-10-21 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
  
 1) SUBMIT CALCULATIONS FOR MINIMUM FIX-
 TURE FACILITIES PER TABLE 403.1 (PLUMB),
 AND TABLE 1003.1 (BLDG). SHOW SQUARE
 FOOTAGE FOR EACH OCCUPANCY. A DRINKING
 FOUNTAIN AND SERVICE SINK ARE REQUIRED
 PER TABLE 403.1
 2) IF BATHING FACILITIES ARE PROVIDED ON
 A SITE, THEN EACH SUCH PUBLIC OR COMMON
 BATHING FACILITY SHALL COMPLY WITH SECT-
 ION 11-4.23 AND ALL SUBSECTIONS. SECTION
 11-4.1.2(6). (ROOM 108)
 3) IN NEW CONSTRUCTION, A LAV SHALL BE
 PROVIDED WITHIN THE ACCESSIBLE TOILET
 STALL. SEE FIGURE 30E
 4) SHT AW.4 SUBMIT CALCULATIONS FOR GUT-
 TERS AND DOWNSPOUTS. SHOW SQUARE FOOTAGE
 FOR EACH AREA OF ROOF & SHOW 1/2 AREA OF
 ALL VERTICAL WALLS INCLUDING PARAPETS IN
 CALCULATIONS. INDICATE SIZE OF GUTTERS
 AND DOWNSPOUTS.
 5) SHT A7.2 DETAIL #3, BREAKROOM SINK
 SHALL COMPLY WITH SECTION 11-4.24 AND
 ALL SUBSECTIONS. PROVIDE A DETAIL.
 6) ACCESSIBLE URNAL SHALL COMPLY WITH
 SECTION 11-4.18 AND ALL SUBSECTIONS.
 SUBMIT A DETAIL, AND SHOW CLEAR FLOOR
 SPACE.
 7) WATER RISER DIAGRAM REQUIRED. SECTION
 104.3.1.1
 8) SHT P-1 SANITARY RISER DIAGRAM, IN-
 DICATE TYPE OF DRAIN THE W/HEATER IS
 DRAINING INTO. AN INDIRECT WASTE SHALL
 BE REQUIRED FOR PAN DRAIN AND T/P RELIEF
 VALVE DRAIN. SECTION 802.3 & 802.3.2
 9) INDICATE TYPE AND AMOUNT OF MATERIAL
 BEING STORED IN THE WAREHOUSE. FUTURE
 COMMENTS MAY ARISE DEPENDING ON RESPONSE
 TO THIS QUESTION.
  
 ---------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 Z ZONING
Rev No 1 Status P Date 2003-09-24 Cont ID  
Sent By csiegber Date 2003-09-19 Time 13:59 Rev Time 0.00
Received By sgraham Date   Time   Sent To  
Notes
2003-09-24 00:00:00STOP BARS MUST BE PLACED AT THE TRUCK
 ENTRANCE.


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