Plan Review Details - Permit 03031228
Plan Review Stops For Permit 03031228
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2004-11-17 Cont ID  
Sent By jwitmer Date 2004-11-17 Time 16:03 Rev Time 0.00
Received By jwitmer Date 2004-11-17 Time 16:02 Sent To  
Notes
2004-11-17 00:00:0011-17-04 SUBMITTAL
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2004-07-26 Cont ID  
Sent By alange Date 2004-07-26 Time 11:39 Rev Time 0.25
Received By alange Date 2004-07-26 Time 11:39 Sent To  
Notes
2004-07-26 00:00:00SUBMITTAL DATED 6-28-04 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2004-07-01 Cont ID  
Sent By csiegber Date 2004-07-26 Time 11:06 Rev Time 0.25
Received By alange Date 2004-07-01 Time 10:17 Sent To  
Notes
2004-07-01 00:00:00REVISION OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2004-05-27 Cont ID  
Sent By csiegber Date 2004-06-30 Time 15:23 Rev Time 0.50
Received By alange Date 2004-05-27 Time 10:39 Sent To  
Notes
2004-05-27 00:00:00RECEIVED NEW PRODUCT APPROVALS FOR
 ROOFING.ALANGE
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2004-05-20 Cont ID  
Sent By jwitmer Date 2004-05-20 Time 11:45 Rev Time 0.55
Received By jwitmer Date 2004-05-20 Time 11:45 Sent To  
Notes
2004-05-20 00:00:00DETAIL MODIFICATION DATED 4/27/04
 FROM GLENN GOLDBERG PE
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2004-01-07 Cont ID  
Sent By csiegber Date 2004-05-18 Time 15:28 Rev Time 1.25
Received By jwitmer Date 2004-01-07 Time 08:47 Sent To  
Notes
2004-01-07 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03031228
 ADD: 4011 NORTH SHORE DR
 CONT: DON CLAY
 TEL: (561)719-0136
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 SUBMITTALS RECEIVED 12/29/03
 ACTION: DENIED
  
 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
  
 THIS JOB IS A THRESHOLD STRUCTURE,
 "ALL DOCUMENTS" SUBMITTED BY THE ENGINE-
 ER SHALL BE "SIGNED, SEALED & DATED" ALL
 COPIES (3).
  
 1) THE DOCUMENT FROM GLENN GOLDBERG,
 DATED NOV. 4, 2003 RE: BAR JOIST, STRUC,
 TURAL STEEL,AND SHOP DRAWINGS IS NOT
 SIGNED, NOR DATE OF SIGNATURE.
  
 2)THE DOCUMENT RE: MASONARY WALL VERT.
 POURED CELLS, AGAIN NOT A SIGNATURE ON
 THE SEAL, AND ONLY TWO COPIES, (3) ARE
 REQUIRED.
  
 3) DOCUMENT 8X11 1/2 GYM END WALL DETAIL
 61G15-23.002
 (1) A PROFESSIONAL ENGINEER SHALL SIGN
 HIS NAME AND AFFIX HIS SEAL TO ALL
 PLANS, MISSING
 (2) A TITLE BLOCK ON EACH SHEET CONTAIN-
 ING THE PRINTED NAME, ADDRESS AND THE
 NUMBER OF THE ENGINEER OR THE ENGINEER-
 ING BUSINESS. MISSING
  
 4) VARIOUS REPORTS FROM PEICO, NO DOCU-
 MENTATION THAT THE ENGINEER OF RECORD
 HAS REVIEWED AND ACCEPTED THESE REPORTS.
 THE SECOND ISSUE ONLY ONE COPY IS
 SIGNED & SEALED.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2003-11-12 Cont ID  
Sent By csiegber Date 2003-12-29 Time 16:38 Rev Time 1.50
Received By jwitmer Date 2003-11-12 Time 13:13 Sent To  
Notes
2003-11-12 00:00:0011/12/03 JOE IAGROSSI BROUGHT IN 2 COP-
 IES OF SOIL DENSITY REPORT AND REVISION
 FROM P.E.
 FAILED REQUIRES 3 COPIES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2003-09-26 Cont ID  
Sent By jwitmer Date 2003-09-26 Time 17:01 Rev Time 2.00
Received By jwitmer Date 2003-09-26 Time 17:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2003-07-23 Cont ID  
Sent By jwitmer Date 2003-07-23 Time 07:22 Rev Time 6.00
Received By jwitmer Date 2003-07-23 Time 07:22 Sent To  
Notes
2003-07-23 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 03031228
 ADD: 4011 NORTH SHORE DRIVE
 CONT: DON CLAY
 TEL: (561)683-0609
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 2) REQUIRED CORRECTION- TITLE SHEET,
 NOT THE 2002 FLORIDA BUILDING CODE.
  
 3) 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) EXT. METAL DOOR W/ 1/2 LIGHT (D-1)
 B) ROOF SHINGLES
  
 4) COMPONENTS & CLADDING SHEET A-23,
 THE WIND PRESSURES GIVEN ARE LOW,THE PRE
 SSURES TAKEN FROM TABLE 1606.2B ARE
 GIVEN WITHOUT ANY IMPORTANCE FACTOR
 INCREASES. THIS BUILDING IS TO BE DESIGN
 ED AT A IMPORTANCE FACTOR OF 1.15, ALSO
 THE MEAN ROOF HEIGHT IS APPROX 21.25'.
 WHICH ALSO INCREASES PRESSURES.
  
 5) NEW TO THE 2001 FLORIDA BUILDING CODE
 2117.1.2 CATHEDRAL END WALLS, AS PER
 FROM THE BUILDING OFFICIAL, THE PLANS
 SHALL COMPLY WITH THIS CODE SECTION AT
 TIME OF PERMITTING. THE CONTRACTOR MAY
 SUBMIT A REVISION UNDER ALTERNATE MATERI
 ALS AND METHODS, A PEER REVIEW WILL BE
 PREFORMED ,WITH AN INDEPENDENT ENGINEER
 OF THE CITY'S CHOICE AT THE COST TO THE
 PERMIT HOLDER.
  
 6) TRUSS I-JOIST ITEM (27) FROM SECOND
 PLAN REVIEW (A,B,D,E,&F HAVE NOT BEEN
 ADDRESSED.
 A) MISSING THE MANUFACTURERS SPEC &
 ROOF SPAN CHART?
 THE DESIGNER IS SPECING A 11 7/8"
 TRUSS- JOIST, NO MANUFACTURER SPECED,
 IF TRUSS-JOIST MC MAC MILLIAN IS THE
 JOIST TO BE SPECED, A RESIDENTIAL OR COM
 MERCIAL JOIST? WHAT SERIES OF JOIST,
 11 7/8" TJI 15 DF/SP,25DF/SP,35P,35P,
 40P OR 40C?????????????????????????
 B) PROVIDE CURRENT 2003 MANUFACTURERS
 INFORMATION, IS THIS A FACE MOUNT OR TOP
 MOUNT UNIT? USING THE 2 SIMPSON HGA10
 CLIPS A TOTAL COMBINED RESISTANCE IS
 870 LBS., ONLY THE BOTTOM FASTENER HOLES
 WILL CATCH THE BOTTOM RAIL OF THE I
 JOIST, AGAIN NO MENTION OF WEB STIFFEN-
 ERS TO INDICATE HOW TO TRANSFER LOADS.
 IN THIS CASE ONLY 1/2 THE LOAD OR 435
 LBS CAN BE USED.
 DEPENDING ON THE WIND ZONE LOCATION
 WORST CASE ZONE#3,21' SPAN@(-37.3X1.15)=
 -42.8PSF UPLIFTX42SQ FT(TRIBUTARY AREA)=
 1797/2=898.8 UPLIFT PER END.
 D) ARE WEB STIFFENERS REQUIRED? AT WHAT
 SPACING WILL THE BRIDING BE REQUIRED?
 E)COMMENT OK
 F) OUTLOOKERS NOW HAVE WEB STIFNERS BUT
 NO DETAIL FROM THE MANUFACTURER INDICATI
 NG THAT THEY ARE TO BE FULL HEIGHT, ON
 ONE SIDE ONLY ?
  
 7) THE MICRO-LAMB BEAM DETAIL SHEET IS
 NOT A ENGINEERED SHEET, THE SECOND ISSUE
 THE DESIGN WAS UNDER THE 1997 SBC @
 110 MPH. THE FLORIDA CODE IS 140 MPH,
 THIS DESIGN WILL NEED TO BE UPGRADED TO
 THE PRESENT DAY CODE.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-05-29 Cont ID  
Sent By jwitmer Date 2003-05-29 Time 14:44 Rev Time 6.50
Received By jwitmer Date 2003-05-29 Time 11:33 Sent To  
Notes
2003-05-29 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03031228
 ADD: 4011 NORTH SHORE DRIVE
 CONT: DON CLAY
 TEL: (561)683-0609
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) COUNTY AMENDMENT 105.3 (5) SPECIAL
 INSPECTOR PROGRAM: TO REGISTER WITH DON
 NEELY, THRESHOLD & RESIDENT INSPECTOR
 COORDINATOR 805-6665.
 FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
 105'X72'=7560 SQ FT, 7650@ 15=504 OCC.
 NET AND STAGE NOT INCLUDED.
  
 NOTE: IMPACT FEES PAID UNDER PERMIT
 # 9908 0492 APRIL 4, 2000. REV# 00-12234
  
 2) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY. PROVIDE INFORMATION
 PER ROOM OR EGRESS REQUIREMENTS.
  
 3) PLANS INDICATE THE USE OF FIRE SPRINK
 LERS, AS WELL AS THE BUILDING AREA FOR
 EDUCATIONAL USAGE (TABLE 600) NO FIRE
 SPRINKLER PLANS ARE INCLUDED IN THIS
 PACKAGE.
  
 4)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-1, THE PLANS INDICATE A LOT OF
 3'-0" DOORS DRAWN IN AT 2'-0". FLORIDA
 ACCESSIBILITY, REQUIRED MANEUVERING
 CLEARENCES AT DOORS ARE NOT MET, THERE
 IS NO 5'-0" TURNING RADIUS IN THE BATH-
 ROOMS, OR EVEN ENOUGH ROOM TO GET A
 WHEELCHAIR PAST THE ONE ENTRY DOOR
 CLOSEST TO THE WATER CLOSET. PLANS INDIC
 ATE A "JUNIOR SIZE " WATER CLOSET IS TO
 BE USED, PROVIDE ADDITIONAL INFORMATION.
 PROVIDE PATH OF ACCESSIBILITY.
 THE 2'-0" WIDE DOOR IS ALSO AND ISSUE
 AT THE WATER CLOSET AT THE SHOWERS.
  
 P-1 DRAWINGS INDICATE STALL DOORS TO BE
 24" WIDE VS 32" REQUIRED.
  
 5) PROVIDE INFORMATION FOR AN ACCESSIBLE
 DINING ROOM? 11.5.4 ARE THE TABLES BENCH
 TYPE WITH FIXED SEATING, OR ARE CHAIRS
 REMOVABLE?
  
 6)11-4.1.2 VERTICAL ACCESSIBILITY,
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 STRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE OR BELOW THE OCCUPIAABLE
 GRADE LEVEL. PROVIDE MANUFACTURERS SPEC
 ON CHAIRLIFT. IS THIS MODEL PERMANENT OR
 PORTABLE? IF PORTABLE WHERE WILL IT BE
 STORED WHEN NOT REQUIRED?
  
 7) REQUIRED CORRECTIONS? TITLE SHEET,
 2002 FLORIDA BUILDING CODE.
  
 8) 2111.1.9 1 1/2" RECESS A WATERSTOP IS
 REQUIRED FOR EXTERIOR WALLS. PLANS ARE
 TO INDICATE THIS. IF SLAB IS POURED AND
 A WATERSTOP IS NOT PRESENT HOW WILL THIS
 BE CORRECTED?
  
 9) MISSING WINDOW SCHEDULE, SHEET A-24
 INDICATES THE USE OF EITHER CASEMENT OR
 HORIZONTAL ROLLING WINDOWS? PRODUCT TEST
 ING REPORTS SUBMITTED ARE FOR SINGLE
 HUNG WINDOWS. THERE IS NO WAY TO INTER-
 PET IF MULLIONS ARE TO BE REQUIRED?
  
 10)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) WINDOW MULLIONS
 B) ROOFING ASSEMBLIES, FLAT AND SLOPED
 ROOFING MATERIALS
  
 11) COMPONENTS & CLADDING SHEET A-23
 THE PRESSURES GIVEN UNDER THIS CHART ARE
 AT AN IMPORTANCE FACTOR OF (1). THIS
 BUILDING IS TO BE DESIGNED AT A IMPORT-
 ANCE FACTOR OF 1.15!!! PRESSURES INDI-
 CATED ARE LOW!!!!
  
 GYMNASIUM:
 12) 1012.1.2 EGRESS DOORS SHALL BE SIDE
 SWINGING TYPE. DOORS SHALL SWING IN THE
 DIRECTION OF EGRESS FOR THE FOLLOWING:
 DOUBLE GYMNASIUM DOORS SWING IN THE
 WRONG DIRECTION, OR EACH LEAF SWING IN
 THE DIRECTION OF TRAVEL.
  
 13) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-5 DETAIL (3) DOESN'T INDICATE
 THE SIZE OF THE ANCHOR BOLTS DIA OR
 LENGHT?
  
 14) NEW 2001 FBC 2117.1.2 CATHEDRAL END-
 WALLS, GABLE ENDWALLS ADJACENT TO CATHED
 RAL CEILINGS SHALL BE CONTINIOUS FROM
 THE UPPERMOST FLOOR TO THE CEILING
 DIAPHRAM OR TO THE ROOF DIAPHRAM.
  
 15) TRUSS I JOIST:ITEM (27) FIRST REVIEW
 (A-F) HAVE NOT BEEN ADDRESSED!
  
 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 2 Status F Date 2003-04-11 Cont ID  
Sent By jwitmer Date 2003-04-11 Time 15:25 Rev Time 3.00
Received By jwitmer Date 2003-04-11 Time 15:25 Sent To  
Notes
2003-04-11 00:00:00 
 CONTINUATION OF BUILDING PLAN REVIEW
 DATED 3/11/2003
 COMMENTS:
 18) 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.
  
 19) SHEET A-10, A-11 & A-12EXTERIOR
 WALLS ARE MISSING THE 1 1/2" RECESS
 FOR BLOCK WORK AT FLOOR LEVEL.
  
 20) MISSING A WINDOW SCHEDULE, SHEET
 A-24, WHAT TYPE OF WINDOWS WILL BE USED
 WHERE.
  
 21)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) WINDOW MULLIONS
 B) ROOFING ASSEMBLIES, FLAT ROOF &
 SLOPED ROOFS
  
 22) 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.
  
 23) 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.
  
  
 24) GYMNASIUM 105'X72'=7560 SQ FT
 OCCUPANT LOAD: 7560 @ 15= 504 ALLOWABLE
 TABLE 1606 :
 BUILDINGS AND STRUCTURES WHERE THE OCCU-
 PANT LOAD IS 300 OR MORE IN ONE ROOM.
 IMPORTANCE FACTOR 1.15 CORRECT: COVER-
 SHEET.
  
 25) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-5 DETAILS DO NOT INDICATE
 WHAT SIZE DIA OR LENGHT ANCHOR BOLTS
 THAT ARE TOBE EMBEDDED INTO THE CONCRETE
 NOR IS THERE INFORMATION ON THE BOLTS
 THAT ARE TO GO THROUGH THE BOTTOM PLATE
 THROUGH THE WOOD ARCH. SHEET A-16 GIVES
 A DETAIL FOR THE BOTTOM PLATE BUT NOT EN
 OUGH INFORMATION, WHAT SIZE WELDS ARE
 TO BE USED?
  
 26) NEW 2001 FBC! 2117.1.2 CATHEDRAL
 ENDWALLS, GABLE ENDWALLS ADJACENT TO
 CATHEDRAL CEILINGS SHALL BE CONTINUOUS
 FROM THE UPPERMOST FLOOR TO THE CEILING
 DIAPHRAM OR TO THE ROOF DIAPGRAM.
  
 27) TRUSS I JOIST:
 A) MISSING THE MANUFACTURERS SPECS &
 ROOF SPAN CHARTS?
 B) PROVIDE CURRENT 2003 MANUFACTURERS
 INFORMATION FOR FRAMING CONNECTION, TOP
 MOUNT VERSES FACE MOUNT.
 C) PROVIDE INFORMATION FROM THE TRUSS
 JOIST MANUFACTURER THAT THE I-JOIST DO
 NOT NEED TO SIT PERPENDICULAR BUT
 PERPENDICULAR TO THE SLOPE OF THE ROOF.
 I-JOIST ACTING AS PURLINS. HOW WILL THE
 ACCENTRIC LOADING OF THE BOTTOM CORD
 BE HANDLED SINCE DETAIL 10/A-15 THE
 OUTLOOKERS DO NOT ATTACH TO THE BOTTOM
 CORD OF THE I-JOIST? ALSO HOW ARE THE
 F-2 VALUES TRANSFERED INTO THE OUTTOOK-
 ERS, A H-10 CONNECTOR SPECIFIED IN
 DETAIL 01/A-18?WHAT MANUFACTURER?
 D) ARE WEB STIFFENERS REQUIRED? AT WHAT
 SPACING WILL THE SOLID BRIDGING BE
 INSTALLED?
 E) PLANS INDICATE A VENTED SOFFIT AS RE-
 QUIRED 2309.7.1.HOW WILL THE INTERIOR
 JOIST BE VENTED SINCE THIS DESIGN IS
 SOLID WOOD JOIST NOT OPEN WEB TRUSSES?
 F) OUTLOOKERS WHAT TYPE OF CONNECTION
 WILL BE MADE TO THE I-JOIST?
  
 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 2003-04-11 Cont ID  
Sent By jwitmer Date 2003-04-11 Time 13:15 Rev Time 6.75
Received By jwitmer Date 2003-04-11 Time 13:15 Sent To  
Notes
2003-04-11 00:00:00 
  
  
 BUILDING PLAN REVIEW
 PERMIT: 03031228
 ADD: 4011 NORTH SHORE DR
 CONT: DON CLAY CONSTRUCTION
 TEL: (561)683-0609
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) COUNTY AMENDMENTS: 105.3(5)
 SPECIAL INSPECTOR PROGRAM, BUILDINGS >
 20,000 SQ. FT.
 SPECIAL INSPECTOR TO REGISTER WITH
 DON NEELY THE SPECIAL INSPECTOR &
 THRESHOLD INSPECTOR COORDINATOR AT
 659-6700 X6665
  
 NOTE PROVIDE (3) COPIES OF DOCUMENTS FOR
 THE PERMITED SET OF PLANS.
  
  
 2)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THE PLANS ARE NOT CLEAR AS TO THE FOUNDA
 TION, AREAL PHOTOS INDICATE AN EXISTING
 SLAB. IS THIS SLAB TO BE REMOVED? IF NOT
 THIS SLAB HAS TO BE CERTIFIED BY THE
 ENGINEER THAT IT WILL ACCEPT THE LOADS
 BEING IMPOSED ON IT!
  
 3) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 SOILS REPORT SIGNED/ SEALED BY SOILS
 ENGINEER.
  
 4) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 5)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.
 IF COUNTY IMPACT FEES WERE PAID UNDER
 THE OLD CANCEALED PERMIT, THE PLANS
 STILL NEED TO SUBMITTED TO THE COUNTY
 FOR REVIEW AND STAMPING!
  
 6)704.2.1.4 CORRIDOR PARTITIONS, SMOKE
 STOP PARTITIONS, HORIZONTAL EXIT PART-
 ITIONS, EXIT ENCLOSURES, AND FIRE
 RATED WALLS REQUIRED TO HAVE PROTECTED
 OPENINGS SHALL BE EFFECTIVELY AND
 PERMANETLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO THE
 AUTHORITY HAVING JURISDICTION. SUCH IDEN
 TIFICATION SHALL BE ABOVE ANY DECORATIVE
 CEILING CEILING AND IN CONCEALED SPACES.
 SUGGESTED WORDING" FIRE & SMOKE BARRIER
 PROTECT ALL OPENINGS".
  
 7) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 8)1005.4 EMERGENCY ESCAPE AND RESCUE
 OPENINGS,
 (2) EVERY ROOM OR SPACE GREATER THAN
 250 FT USED FOR CLASSROOM OR OTHER ED-
 UCATIONAL PURPOSES OR NORMALLY SUBJECT
 TO STUDENT OCCUPANCY, AND EVERY ROOM
 SUBJECT TO CLIENT OCCUPNCY SHALL NOT
 HAVE NOT LESS THAN ONE OUTSIDE WINDOW
 FOR EMERGENCY RESCUE, SEE EXCEPTIONSALSO
 EXCEPTION #1 AN AUTOMATIC FIRE
 SPRINKLER SYSTEM, PLANS INDICATE THERE
 SHALL BE ONE, BUT NO PLANS WERE SUBMIT-
 TED?
  
 9)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-1 THE PLANS INDICATE ALOT OF THE
 3'-0" DOORS BEING DRAWN IN AS A 2'-0"
 DOOR, THIS MAY CAUSE PROBLEMS WITH THE
 REQUIRED MANEUVERING CLEARENECES AT
 DOORS, (11-4.13.6) DOORS 27 & 42 DO NOT
 HAVE THE REQUIRED 18" ON THE LATCH SIDE!
 THE DOORWAYS DRAWN IN AS 2'-0" MAY ALSO
 RUN INTO THESE SAME PROBLEMS, PLEASE
 REVIEW?
  
 10) ACCESSIBLE MEANS OF EGRESS,
 11-4.1.3(8), (9)
 ALL CLASSROOMS HAVING EXTERIOR DOORS &
 LANDINGS SHOULD BE MADE TO BE ACCESSIBLE
 LANDINGS NO LOWER THAN 1/2" BELOW THE
 INTERIOR FINISH FLOOR. SHEET A-3 DETAIL
 11/A5 A CUT SECTION THRU A EXTERIOR DOOR
 AND STOOP. STOOP ELEVATION MISSING FROM
 THE CUT SECTION? SHEET A-10 NOTES: INDIC
 ATE SLOPED SIDEWALKS TO MEET ADA GUIDE-
 LINES, THIS SHOULD ALSO INCLUDE THE
 EXTERIOR DOOR LANDINGS. LANDINGS NEED TO
 BE BIG ENOUGH FOR TURNING RADIUS, AND
 THE DRADE NEEDS TO BE TO THE TOP OF THE
 LANDING FOR ACCESSIBILITY, WITH POSITIVE
 SLOPE AWAY FROM THE BUILDING.
  
 11) BUILDING SIGNAGE: 11-4.1.3(16)(A)(B)
 SIGNS WHICH DESIGNATE PERMANENT ROOMS &
 SPACESSHALL COMPLY WITH 11-4.30.1,
 11-4.30.4, 11-4.30.(5-6).
 B) OTHER SIGNS WHICH PROVIDE DIRECTION
 TO OR INFORMATION ABOUT FUNCTION SPACES
 OF THE BUILDING SHALL COMPLY WITH:
 11-4.30.1, 11-4.30.2, 11-4-30.3 & 11-4.5
  
 12) PROVIDE INFORMATION FOR AN ACCESS-
 IBLE DINING ROOM 11.5.4.
  
 13) 11-4.1.2 VERTICAL ACCESSIBILITY,
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 SSTRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE OR BELOW THE OCCUPIAABLE
 GRADE LEVEL.
 PROVIDE INFORMATION FOR VERTICAL
 LIFT ONTO THE STAGE.
  
 14)11-4.22.2 DOORS. ALL DOORS TO
 ACCESSIBLE TOLIET ROOMS SHALL COMPLY
 WITH 11-4.13. DOORS SHALL NOT SWING INTO
 CLEAR FLOOR SPACE REQUIRED FOR ANY
 FIXTURE.
 ROOM # 35 GIRLS HANDICAPPED STALL OVER
 LAPPING DOOR SWING INTO CLEARTHE CLEAR
 FLOOR SPACE.
  
 15) 1021.4(NEW UNDER 2001 FBC) DOORS
 THAT SWING INTO AN EXIT ACCESS CORRIDOR
 SHALL BE RECESSED TO PREVENT INTERFE-
 ENCE WITH CORRIDOR TRAFFIC: ANY DOORS
 NOT RECESSED SHALL OPEN 180 DEGREES TO
 STOP AGAINST THE WALL. DOORS IN ANY POSI
 TION SHALL NOT REDUCE THE REGUIRED CORRI
 DOR WIDTH BY MORE THAN ONE HALF.
  
 16) REQUIRED CORRECTIONS:
 A) TITLE SHEET 2002 FLORIDA BUILDING
 CODE
 B) SHEET A-5, REFRENCE TO STANDARD
 BUILDING CODE
 C) SHEET A-5 BASIC WIND VELOCITY 110
  
 17)COVER SHEET MISSING :
 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.
 MISSING # (4) INTERNAL PRESSURE COEF.
  
 NOTE: PLAN REWIEW ALLOWS FOR 200
 LINES, ANOTHER"BUILDING PLAN REVIEW"
 WILL NEED TO BE OPENED TO CONTINUE
 COMMENTS.
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2004-07-28 Cont ID  
Sent By dpalmer Date 2004-07-28 Time 18:09 Rev Time 0.33
Received By dpalmer Date 2004-07-28 Time 18:09 Sent To  
Notes
2004-07-28 00:00:00*********** UNSAT **************
  
 1)NOTE: PLANS NEED TO BE REVISED BY THE
 ENGINEER OF RECORD.
 FS 471
 REVIEW FOR CODE COMPLIANCE WILL BE DONE
 AT THAT TIME.
 IF NEW ENGINEER, PLEASE FOLLOW FS 471-
 .027 FOR SUBMITTING ALL NEW PLANS.
  
 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 E ELECTRICAL
Rev No 4 Status P Date 2003-09-26 Cont ID  
Sent By csiegber Date 2004-07-26 Time 11:22 Rev Time 0.50
Received By dpalmer Date 2003-09-26 Time 16:26 Sent To  
Notes
2003-09-26 00:00:00REDLINED NOTES, RISER SHOWS ONLY 2-RUNS
 OD SEC`S, NOTES MENTION 3-RUNS?
 PLEASE CORRELATE AND SEE 310.16
 THIS DOES NOT REQUIRE PLANS TO BE
 REVISED.
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2003-07-28 Cont ID  
Sent By dpalmer Date 2003-07-28 Time 15:29 Rev Time 1.00
Received By dpalmer Date 2003-07-28 Time 15:03 Sent To  
Notes
2003-07-28 00:00:00**************** UNSAT ****************
  
 1)NOTE: PLEASE SEE NOTES FROM TWO REVIEW
 -S. PLEASE CORRELATE RISER DIAGRAMS.
 MP IS STILL SHOWN ON RISER AS "800A MAIN
 S".
 PLANS NOW SHOW A MAIN DISCONNECT OUTSIDE
 AND NOT ENOUGH INFORMATION FOR THIS MAIN
 PLEASE SHOW SIZING ETC.
 PANEL MP MAY BE A MCB PANEL, AS LONG
 AS THERE IS NO MORETHAN 8' OF UNPROTECT
 -ED CONDUCTORS INSIDE THE BLDG.
 210-70 OF LOCAL AMENDMENTS. ALL OTHER
 INFORMATION PER, 215-5,240-3, 230-2,
 230-71,,,
  
 PLEASE SEE COMMENTS FROM OTHER REVIEWERS
 THAT MY HAVE AN AFFECT ON ELECTRICAL
 PLANS.
  
 PLEASE SEE ATTACHED LETTER PER FS 553.80
 (2)(B). PLEASE NOTE, THIS NOTE AND
 LETTER WAS ATTACHED TO LAST SET OF NOTES
 AS A NOTICE TO DESIGN PROFESSIONALS.
 PLEASE NOTE, A 4X FEE FOR PLAN REVIEW
 PORTION OF PERMIT FEES WILL BE ACCESSED
 AND DUE UPON NEXT SUBMITTAL.
 PLEASE ALSO SEE COMMENTS FROM FIRE,
 BLDG, AND PLUMB FOR REPEAT COMMENTS.
 BZ # 228657 $11,100.00
 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 2003-05-08 Cont ID  
Sent By mmclean Date 2003-05-20 Time 12:40 Rev Time 0.50
Received By dpalmer Date 2003-05-08 Time 12:17 Sent To  
Notes
2003-05-08 00:00:00************ UNSAT ***************
  
 PLEASE SEE THAT THE SAME ELECTRICAL
 PLANS WERE SUBMITTED ABCK FOR REVIEW.?
  
 PLEASE SEE ORIGINAL REVIEW COMMENTS AND
 PLEASE ADDRESS.
 PLEASE TAKE OUT ANY OLD/ VOIDED SHEETS
 AND INSERT NEW SHEETS FOR COMPLETE SETS
 FOR REVIEW AND STAMPING. OLD/VOIDED
 SHEETS MAY BE SUBMITTED SEPARATE.
  
 PLEASE SEE ATTACHED LETTER FOR PLAN
 REVIEW AND RESPECT TO DESIGN PROFESSION-
 -AL. FS 553.80(2)(B)
  
 PLEASE SUBMIT THE ABOVE 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 2003-03-27 Cont ID  
Sent By dpalmer Date 2003-03-27 Time 08:22 Rev Time 1.50
Received By dpalmer Date 2003-03-27 Time 08:22 Sent To  
Notes
2003-03-27 00:00:00************** UNSAT *************
  
 1)NOTE: PLEASE CLARIFY MISSING EQUIPMENT
 GROUNDING CONDUCTOR BETWEEN MDP AND
 SUB-PANELS. SIZE PER 250-122
  
 2)NOTE: PLEASE CORRELATEMDP AND RISER.
 RISER MENTIONS A 800A MAINS AND MDP
 SHOWS MLO?
  
  
 PLEASE CORRECT THE ABOVE FOR REVIEW.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 [email protected]
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2003-07-17 Cont ID  
Sent By mamini Date 2003-07-17 Time 10:55 Rev Time 0.50
Received By mamini Date 2003-07-17 Time 10:55 Sent To  
Notes
2003-07-17 00:00:00PASSED :
 1. SEE PERMIT # 03071082 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-05-06 Cont ID  
Sent By mamini Date 2003-05-06 Time 10:35 Rev Time 1.00
Received By mamini Date 2003-05-06 Time 10:35 Sent To  
Notes
2003-05-06 00:00:00FAILED:
 1. PLEASE REFER TO PREVIOUS REVIEW
 COMMENTS DATED 3-18-03 (SEE ATTACHED)
 2. CIVIL/SITE PLANS MUST BE APPROVED BY
 PUBLIC UTILITIES FOR ALL THE CONNECTIONS
 TO CITY SERVICES AND FOR LOCATION OF
 BACKFLOW, METERS, ETC.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-03-18 Cont ID  
Sent By mamini Date 2003-03-18 Time 09:13 Rev Time 2.00
Received By mamini Date 2003-03-18 Time 09:13 Sent To  
Notes
2003-03-18 00:00:00FAILED:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND SITE WORK WILL BE REQUIRED
 2. RIGHT OF WAY PERMIT FROM CITY
 ENGINEERS OFFICE FOR ALL THE WORK WITHIN
 PUBLIC RIGHT OF WAY WILL BE REQUIRED,
 659-8040.
 3. SURVEYING PLAN BY O'BRIEN, SUITER &
 O'BRIEN, INC. SHOWS 12' OF UTILITY EASE-
 MENT AT NORTH SIDE IN PROPERTY ALONG THE
 CANAL, PLEASE NOTE THAT NO CONSTRUCTION
 OR PLANTING TREE IN THIS AREA IS
 PERMITTED.
 4. MAIN ENTRANCE; FROM CURB-CUT/ HEADER
 CURB TO THE PROPERTY LINE MUST BE
 CONSTRUCTED USING 6" CONCRETE PER CITY
 REQUIREMENT.
 5. PLEASE PROVIDE STORM WATER CALC.,
 SUBMITTAL SHOULD INCLUDE PERVIOUS,
 IMPERVIOUS, AND TOTAL SITE AREA CALC..
 6. PLEASE SUBMIT A COPY OF SFWMD PERMIT.
 7. POLLUTION PREVENTION PLANS MUST BE
 INSTALLED IN FIELD PRIOR TO ANY EARTH
 WORK, NOTE TO GC.
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2003-10-02 Cont ID  
Sent By mcarsill Date 2003-10-02 Time 07:23 Rev Time 0.00
Received By mcarsill Date 2003-10-02 Time 07:23 Sent To  
Notes
2003-10-02 00:00:001) POST INDICATOR VALVE CUT SHEET
 PROVIDED WITH PLANS.
  
 2) DOCUMENTATION PROVIDED WITH
 REGARDS TO MAIN EXIT WITH PLANS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2003-08-14 Cont ID  
Sent By mcarsill Date 2003-08-14 Time 16:15 Rev Time 0.00
Received By mcarsill Date 2003-08-14 Time 16:15 Sent To  
Notes
2003-08-14 00:00:001) A 15 FOOT OPENING IS SHOWN ON
 NORTHSHORE DRIVE. A 20 FOOT OPENING
 IS REQUIRED FOR FIRE AND PARAMEDICAL
 EQUIPMENT.
  
 2) POST INDICATOR VALVES ARE REQUIRED.
  
 3) ELECTRONIC SWITCHES ARE REQUIRED
 ON THE BACKFLOW DEVICE.
  
 4) SHEET S-7 FIRE HYDRANT LOCATION
 IS IN A DIFFERENT LOCATION THAN
 PREVIOUS DRAWING.
  
 5) A KNOX-BOX WILL BE REQUIRED.
  
 6) SHEET A-2 NEAR CLASSROOM # 7 IS
 MISSING AN EXTERIOR DOOR.
  
 7) IS THE FDC PLANNED TO BE INSTALLED
 NEAR THE FENCED PLAY AREA.
  
 8) PLEASE INDICATE LOCATION OF MAIN
 ENTRY AND EGRESS DOORS. PLEASE
 DEMONSTRATE THAT 50 PERCENT OF THE
 TOTAL OCCUPANT LOAD CAN EXIT VIA
 THE MAIN ENTRY OR EGRESS DOORS.
  
 9) SEPARATE PLANS AND PERMITS REQUIRED
 FOR THE HOOD, DUCT, AND SUPPRESSION
 SYSTEM.
  
 10) TEN INCH TREADS APPEAR TO BE PRESENT
 ON THE STAGE. TEN INCH TREADS DO NOT
 MEET CODE REQUIREMENTS.
  
 11) BUILDING ADDRESS REQUIRED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2003-06-03 Cont ID  
Sent By nmccray Date 2003-06-03 Time 09:19 Rev Time 0.00
Received By nmccray Date 2003-06-03 Time 08:59 Sent To  
Notes
2003-06-03 00:00:001) PROVIDE FIRE PROTECTION PLAN WITH
 FLOW DATA FOR FIRE SPRINKLER SYSTEM.
  
 2) PLAN ONLY SHOW EMERGENCY LIGHTING IN
 GYMNASIUM.
  
 3) A KNOX-BOX ENTRY SYSTEM WILL BE
 REQUIRED.
  
 4) PLEASE SEE OTHER PROFESSIONAL REVIEW
 COMMENTS.
  
 NATE MCCRAY, CAPTAIN
 659-8096, EXT 8497
 805-6722 OR 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-04-17 Cont ID  
Sent By nmccray Date 2003-04-17 Time 13:17 Rev Time 0.00
Received By nmccray Date 2003-04-17 Time 13:16 Sent To  
Notes
2003-04-17 00:00:001) PLEASE PROVIDE FIRE PROTECTION AND
 LIFE SAFETY PLAN INDICATING OCCUPANT
 LOADS AND TRAVEL DISTANCES TO EXITS.
  
 2) WHAT IS THE CLASSIFICATION OF THE
 INTERIOR FINISHES.
  
 3) PROVIDE SEPARATE PLANS AND PERMITS
 FOR THE INSTALLATION OF FIRE SPRINKLER
 SYSTEM.
  
 4) PROVIDE SEPARATE PLANS AND PERMITS
 FOR THE KITCHEN HOOD AND SUPPRESSION
 SYSTEM.
  
 5) PROVIDE SEPARATE PLANS AND PERMITS
 FOR THE FIRE ALARM SYSTEM.
  
 6) A KNOX-BOX ENTRY SYSTEM WILL BE
 REQUIRED.
  
 7) FIRE DEPARTMENT ACCESS REQUIRES A 20
 FEET WIDE (MIN) DRIVEWAY FOR ENTRY.
  
 NATE MCCRAY, CAPTAIN
 659-8096, EXT 8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2004-07-26 Cont ID  
Sent By csiegber Date 2004-07-26 Time 11:22 Rev Time 0.00
Received By csiegber Date 2004-07-26 Time 11:22 Sent To E
Notes
2004-07-26 00:00:00TO DP DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2004-07-26 Cont ID  
Sent By csiegber Date 2004-07-26 Time 11:06 Rev Time 0.00
Received By csiegber Date 2004-07-26 Time 11:06 Sent To B
Notes
2004-07-26 00:00:00TO AL DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2004-06-30 Cont ID  
Sent By csiegber Date 2004-06-30 Time 15:23 Rev Time 0.00
Received By csiegber Date 2004-06-30 Time 15:23 Sent To B
Notes
2004-06-30 00:00:00TO AL DESK/SUBMITTAL/LETTER
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2004-05-27 Cont ID  
Sent By csiegber Date 2004-05-27 Time 13:54 Rev Time 0.00
Received By csiegber Date 2004-05-27 Time 13:54 Sent To M
Notes
2004-05-27 00:00:00TO PK BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-05-18 Cont ID  
Sent By csiegber Date 2004-05-18 Time 15:28 Rev Time 0.00
Received By csiegber Date 2004-05-18 Time 15:28 Sent To B
Notes
2004-05-18 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-04-20 Cont ID  
Sent By csiegber Date 2004-04-20 Time 12:41 Rev Time 0.00
Received By csiegber Date 2004-04-20 Time 12:41 Sent To M
Notes
2004-04-20 00:00:00TO PK BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-12-29 Cont ID  
Sent By csiegber Date 2003-12-29 Time 16:38 Rev Time 0.00
Received By csiegber Date 2003-12-29 Time 16:38 Sent To B
Notes
2003-12-29 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-09-26 Cont ID  
Sent By csiegber Date 2003-09-23 Time 08:36 Rev Time 0.00
Received By csiegber Date 2003-09-26 Time 08:59 Sent To  
Notes
2003-09-23 00:00:00TO COMM BD #39
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-07-17 Cont ID  
Sent By shernand Date 2003-07-17 Time 10:29 Rev Time 0.00
Received By shernand Date 2003-07-17 Time 10:29 Sent To  
Notes
2003-07-17 00:00:00COMM BOARD #29
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-05-05 Cont ID  
Sent By shernand Date 2003-05-05 Time 12:30 Rev Time 0.00
Received By shernand Date 2003-05-05 Time 12:30 Sent To  
Notes
2003-05-05 00:00:00COMM BOARD #13
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-04-18 Cont ID  
Sent By shernand Date 2003-04-18 Time 09:52 Rev Time 0.00
Received By shernand Date 2003-04-18 Time 09:52 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-14 Cont ID  
Sent By sthyng Date 2003-03-14 Time 16:05 Rev Time 0.00
Received By sthyng Date 2003-03-14 Time 16:05 Sent To  
Notes
2003-03-14 00:00:00COMM BOARD #34
Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2004-05-28 Cont ID  
Sent By pkrauss Date 2004-05-28 Time 14:26 Rev Time 0.55
Received By pkrauss Date 2004-05-28 Time 14:21 Sent To  
Notes
2004-05-28 00:00:00PROVISO:
 1.ADDITIONAL PERMITS REQUIRED FOR HOOD
 AND FIRE SUPPRESSION PER 2001 FBC(M)
 506.1.
  
 2.PLEASE NOTE, DUCTS PENETRATING A
 WALL WITH A FIRE RESISTANCE RATING SHALL
 HAVE A FIRE DAMPER OR COMPLY WITH THE
 EXCEPTION PER 2001 FBC(M) 607.1.2 AND
 607.1.3.
  
 3.FAN SHUTDOWN BY DUCT SMOKE DETECTOR
 SHALL HAVE NOTIFICATION TO ALARM/STROBE
 IN NORMALLY OCCUPIED AREAS PER NFPA 90A
 6.4.4.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 6 Status F Date 2004-05-04 Cont ID  
Sent By csiegber Date 2004-05-27 Time 13:54 Rev Time 1.20
Received By pkrauss Date 2004-05-04 Time 14:09 Sent To  
Notes
2004-05-04 00:00:00DENIED:
 FUTURE PLAN SUBMITTALS SHALL BE LISTED
 AS REVISIONS & NOT SUBMITTALS.
  
 1.REVISION SUBMITTED IS NOT DONE BY
 THE ENGINEER OF RECORD. PLEASE PROVIDE
 LETTER BY THE ENGINEER OF RECORD OR
 OWNER INIDCATING THE RELEASE OF SAID
 PLANS.
  
 2.DUCT SMOKE DETECTORS REQUIRED IN
 UNITS THAT HAVE THE DESIGN CAPACITY
 GREATER THAN 2,000 CFM.PLEASE
 INDICATE DUCT SMOKE DETECTORS ON THE
 PLAN.
  
 3.ORIGINAL PLANS SUBMITTED INDICATE
 CORRIDORS HAVING A 1 HR FIRE RESISTANCE
 RATING.NO FIRE DAMPERS ARE INDICATED
 ON THE NEW/REVISED PLAN.PLEASE CLARIFY
  
 4.NEW ENGINEER SHALL COMPLY WITH FS
 471.025 & THE FAC 61G15-23.002.PROVIDE
 TITLE BLOCK, INDIACATE LICENSE NUMBER AS
 WELL AS DATE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2003-10-03 Cont ID  
Sent By csiegber Date 2004-04-20 Time 12:41 Rev Time 1.00
Received By pkrauss Date 2003-10-03 Time 07:36 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-07-29 Cont ID  
Sent By pkrauss Date 2003-07-29 Time 07:32 Rev Time 0.45
Received By pkrauss Date 2003-07-29 Time 07:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status N Date 2003-05-23 Cont ID  
Sent By pkrauss Date 2003-05-23 Time 10:56 Rev Time 0.30
Received By pkrauss Date 2003-05-23 Time 10:56 Sent To  
Notes
2003-05-23 00:00:00AS PER MEETING W/DON CLAY, NO CHEMICALS
 TO BE STORED IN STORAGE ROOMS, DOORS
 WILL BE LOUVERED.
  
 AHU IN CORRIDOR DO NOT PENETRATE A RATED
 CEILING.FIRE DAMPERS ADDED TO OTHER
 AREAS.
  
 HOOD & FIRE SUPPRESSION PERMITS TO BE
 APPLIED FOR SEPARATELY & PLANS SUBMITTED
 AT THE TIME OF APPLICATION.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2003-05-13 Cont ID  
Sent By pkrauss Date 2003-05-13 Time 15:30 Rev Time 0.45
Received By pkrauss Date 2003-05-13 Time 15:30 Sent To  
Notes
2003-05-13 00:00:00DENIED:
  
 COMMENTS NOT ADDRESSED FROM FIRST REVIEW
 PLEASE PROVIDE RESPONSE TO COMMENTS.
 SEE COMMENTS FROM PREVIOUS REVIEW
 ATTACHED.
  
 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 2003-04-10 Cont ID  
Sent By pkrauss Date 2003-04-10 Time 13:00 Rev Time 3.00
Received By pkrauss Date 2003-04-10 Time 12:28 Sent To  
Notes
2003-04-10 00:00:00PLEASE CLARIFY THE FOLLOWING INFORMATION
  
 1.PLEASE INDICATE WHAT WILL BE STORED
 IN THE STORAGE ROOMS SHOWN ON PLAN SHEET
 A-1.
  
 2.PLAN SHEET A-1 INDICATES TWO STORAGE
 ROOMS.THE MECHANICAL PLAN DOES NOT
 INDICATE ANY TYPE OF VENTILATION.WILL
 THIS BE ACCOMPLISHED BY NATURAL MEANS
 OR MECHANICALLY?PLAN DOES NOT SHOW ANY
 LOUVERED DOORS OR LOUVERS.SEE 2001
 FBC(M) 404.
  
 3.PLAN SHEET M-2 NOTE H, AHU CEILING
 MOUNT IN FIRE RATED ENCLOUSURE.FIRE
 DAMPER NOT INDICATED ON PLAN SHEET M-1
 OR IN THE NOTES.PLEASE NOTE, ENCLOSURE
 SHALL BE LARGE ENOUGH TO ACCESS FOR
 SERVICE AND MAINTENANCE.
  
 ADDITIONAL PERMITS REQUIRED FOR HOOD,
 FIRE SUPPRESSION & WALK-IN COOLERS.
 PLEASE PROVIDE PLANS WITH PERMIT
 APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719
Review Stop P PLUMBING
Rev No 4 Status P Date 2003-10-02 Cont ID  
Sent By kstevens Date 2003-10-02 Time 08:33 Rev Time 1.00
Received By kstevens Date 2003-10-02 Time 08:33 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2003-07-28 Cont ID  
Sent By kstevens Date 2003-07-28 Time 11:44 Rev Time 4.50
Received By kstevens Date 2003-07-26 Time 14:56 Sent To  
Notes
2003-07-28 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
 FBC-2001 AMENDMENTS, CHAPTER
 ONE, ADMINISTRATION
 CODE.
  
 1) FROM PREVIOUS REVIEW: COMMENT NUMBERS
 TO STAY THE SAME FOR CLAIRTY.
 (2) SUBMIT CALCULATIONS FOR MINIMUM FIX-
 TURES. NO INFORMATION IS GIVEN FOR THE
 GYMNASIUM AREA. WHERE ARE THE FACILITIES
 FOR THE GYM? WILL THE PATRONS BE ABLE TO
 USE THE FACILITIES IN THE SCHOOL AREA?
 POTTY PARITY PER SECTION 403.1.1 INDICA-
 TES THAT RESTROOM WHICH ARE OPEN TO THE
 PUBLIC MUST HAVE A RATIO OF 3 TO 2 WATER
 CLOSETS PROVIDED FOR WOMEN AS THE COM-
 BINED TOTAL OF WATER CLOSETS AND URNALS
 PROVIDED FOR MEN.
 3) CALCULATIONS FOR PRIMARY AND SECOND-
 ARY ROOF DRAINS. ROOF AREAS "I" & "J"
 DO NOT SHOW THE ROOF AREA OF THE GYM
 THAT DRAINS ONTO THESE AREAS. ALSO NO
 MENTION OF VERTICAL WALLS IS SHOWN IN
 CALCULATIONS PROVIDED FOR ANY AREAS.
 SECTIONS 1106 & 1107 AND ALL SUBSECTIONS
 *COVER SHEET INDICATES 31 3" ROOF DRAINS
 BUT THERE ARE ONLY 26 3" ROOF DRAINS AND
 6 2" ROOF DRAINS. PLEASE CLAIRFY.
 4) PLEASE SUBMIT A DETAIL FOR THE SCUPP-
 ERS. SHOW HEIGHT AND WIDTH FOR OPENING
 AND INDICATE HEIGHT OFF ROOF TO FLOW
 LINE PER SECTION 1511.6.4.3 OF THE BLDG.
 CODE.
 6) PLEASE PROVIDE A DETAIL FOR EACH
 TOILET ROOM. SHOW CLEAR FLOOR SPACE,
 TURNING CIRCLE 11-4.16.2, HEIGHT 4.16.3,
 GRAB BARS 4.16.4, FLUSH CONTROLS 4.16.5.
 SHOW CLEAR FLOOR SPACE 11-4.19.3, HEIGHT
 & CLEARANCES 4.19.2, EXPOSED PIPES AND
 SURFACES 4.19.4, AND FAUCETS 4.19.5
 7) DETAILS FOR TOILET ROOM BETWEEN CLASS
 ROOMS 1 & 2, AND 12 & 13 REQUIRED. SEE
 ABOVE COMMENT.
 8) YOU MUST COMPLETE A WAIVER FOR THE
 USE OF CHILDREN'S FIXTURES IN THE SCHOOL
 THE ACCESSIBILITY STANDARD IS ONLY A
 GUIDLINE AND HAS NOT BEEN ADOPTED BY THE
 DEPT. OF JUSTICE. THE WAIVER SHALL BE
 SUBMITTED TO DTATE OF FLA. DEPT. OF COMM
 AFFAIRS. PLEASE SUBMIT CUT SHEETS FOR
 CHILDRENS FIXTURES.
 9) SHT P-1 PLEASE PROVIDE DETAILS FOR
 TEACHERS LOUNGE SINK. SHOW COMPLIANCE
 WITH SECTION 11-4.24 AND ALL SUBSECTIONS
 13) TOILET ROOM FOR PRESIDENT SHALL BE
 ADAPTABLE - DETAILS REQUIRED - CLEAR
 FLOOR SPACE, TURNING CIRCLE, AND SHOW
 BACKING FOR GRAB BARS AND INDICATE THE
 HEIGHT AND WIDTH OF BACKING. 11-4.22
 A) NEW COMMENT... PLANS INDICATE 1/8"
 PER FOOT ON SHEET A-1 BUT MEASURMENTS DO
 NOT REFLECT THIS SCALE. PLEASE CLAIRFY
 B) ALL RED LINE CORRECTIONS SHALL BE IN-
 ITALED AND DATED BY ARCHITECT/ENGINEER
 OF RECORD.
 *********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 2003-06-04 Cont ID  
Sent By kstevens Date 2003-06-04 Time 10:31 Rev Time 5.00
Received By kstevens Date 2003-06-03 Time 18:06 Sent To  
Notes
2003-06-04 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
 FBC-2001 ADMIN. CODE, CHAPTER
 ONE & AMENDMENTS.
  
 1) PLANS SHALL BE ROUTED TO THE PALM
 BEACH HEALTH UNIT DIVISION OF ENVIRON-
 MENTAL HEALTH, 901 EVERNIA ST. WPB
 (561) 355-3018. PLANS SHALL BE STAMPED
 PRIOR TO RESUBMITTING. FBC-2001 101.4.7
 2) SUBMIT CALCULATIONS FOR MINIMUM FIX-
 TURES PER TABLE 1003.1 (BLDG CODE), AND
 TABLE 403.1 (PLMG. CODE). SHOW SQUARE
 FOOTAGE FOR EACH OCCUPANCY AND REQUIRED
 FIXTURES FOR EACH.
 3) SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS. SHOW 1/2 AREA OF
 ALL VERTICAL WALLS, INCLUDING PARAPETS.
 SHOW ALL AREAS OF ROOFS THAT DRAIN ON TO
 THE ROOF FROM ABOVE. (GYM ROOF) SECTIONS
 1106, 1107, AND ALL SUBSECTIONS.
 *COVER SHEET INDICATES 31 3" ROOF DRAINS
 BUT THERE ARE ONLY 26 3" ROOF DRAINS AND
 6 2" ROOF DRAINS. PLEASE CLAIRFY. - IN-
 DICATE SQUARE FOOTAGE BEING DRAINED BY
 EACH ROOF DRAIN.
 4) PLEASE SUBMIT A DETAIL FOR THE SCUPP-
 ERS. SHOW HEIGHT AND WIDTH FOR OPENING
 AND INDICATE HEIGHT OFF ROOF TO FLOW
 LINE PER SECTION 1511.6.4.3 OF THE BLDG
 CODE.
 5) PLEASE SUBMIT A STORM RISER DIAGRAM,
 SHOWING ALL PIPE SIZES AND INDICATE
 WHERE THEY TERMINATE.
 6) ALL PUBLIC AND COMMON AREA TOILET
 ROOMS SHALL COMPLY WITH 11-4.22 AND ALL
 SUBSECTIONS. PLEASE PROVIDE A DETAIL FOR
 EACH TOILET ROOM. SHOW TURNING CIRCLE &
 CLEAR FLOOR SPACE. (SEE FIGS. 3,28,29 &
 32). SECTION 11-4.1.3(11)
 7) PLEASE SUBMIT A DETAIL FOR TOILET
 ROOM BETWEEN CLASSROOMS #1 & #2 AND FOR
 TOILET ROOM BETWEEN CLASSROOMS #12 & #13
 SHOW ALL DIMENTIONS FOR TOILET ROOMS.
 TOILET ROOMS SHALL COMPLY WITH 11-4.22
 8) YOU MUST COMPLETE A WAIVER FOR THE
 USE OF CHILDREN'S FIXTURES IN THE SCHOOL
 THE ACCESSIBILITY STANDARD IS ONLY A
 GUIDLINE AND HAS NOT BEEN ADOPTED BY THE
 DEPT. OF JUSTICE. THE WAIVER SHALL BE
 SUBMITTED TO STATE OF FLA. DEPT. OF COMM
 AFFAIRS. (PLEASE SUBMIT CUT SHEETS FOR
 CHILDRENS FIXTURES,
 9) SHT P-1 PLEASE PROVIDE DETAIL FOR
 TEACHERS LOUNGE SINK. SHOW COMPLIANCE
 WITH SECTION 11-4.24 AND ALL SUBSECTIONS
 10) SHT P-5 SHUT OFF VALVES REQUIRED FOR
 ALL WALL HYDRANTS. SECTION 606.2(2)
 PLEASE SHOW ON WATER RISER DIAGRAM.
 11) SHT P-5 WATER HEATERS, PRV DISCHARGE
 LINE SHALL NOT HAVE ANY TRAPPED SECTIONS
 SECTION 504.7.1 - WATER RISER STILL IN-
 DICATES THAT THE LINES WILL BE TRAPPED.
 PLEASE SHOW DETAIL FOR T/P LINES SHOWING
 HOW THEY WILL BE PIPED TO COMPLY WITH
 CODE REFERENCE. ALSO INDICATE THAT
 THERMAL EXPANSION CONTROL PER 607.3.2
 IS BEING ADDRESSED. SUBMIT DETAIL.
 12) RPZ BACKFLOW REQUIRED ON WATER SERV.
 PLEASE INDICATE ON WATER RISER DIAGRAM
 SHT P-5. SECTION 608.13.2 & UTILITY ORD.
 13) TOILET ROOM IN PRESIDENTS SHALL BE
 EITHER ACCESSIBLE (11-4.22) OR ADAPTABLE
 PLEASE INDICATE ON PLANS. IF ADAPTABLE,
 DETAIL REQUIRED SHOWING 5' TURNING
 CIRCLE AND BACKING AS REQUIRED IN SEC.
 11-4.22
 14) SHT A-1 PLEASE INDICATE HOW THE
 TOILET IN THE ISOLATION ROOM WILL BE
 ACCESSIBLE.
 15) PLEASE SHOW ALL CLEANOUTS REQUIRED
 BY SECTIONS 708.3.1, 708.3.3, & 708.3.5
 ON THE SANITARY RISER DIAGRAM.
 ********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) 659-8096 EXT 8377
 (561) 805-6721
 FAX (561) 653-2692
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-04-12 Cont ID  
Sent By kstevens Date 2003-04-12 Time 05:56 Rev Time 2.25
Received By kstevens Date 2003-04-11 Time 18:56 Sent To  
Notes
2003-04-12 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) PLANS SHALL BE ROUTED TO THE PALM
 BEACH HEALTH UNIT DEVISION OF ENVIRON-
 MENTAL HEALTH, 901 EVERNIA ST. WPB
 (561) 355-3018
 2) GREASE TRAP SHALL BE SIZED BY RODNEY
 COMPO, ENVIRONMENTAL COMPLIANCE, UTILITY
 ORD #2938-96. (561) 837-4074
 3) SUBMIT CALCULATIONS FOR MINIMUM FIX-
 TURES PER TABLE 1003.1 (BLDG. CODE) AND
 TABLE 403.1 (PLUMBING CODE)
 4) SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS. SHOW 1/2 AREA OF
 ALL VERTICAL WALLS INCLUDING PARAPETS.
 SHOW AREAS OF ROOFS THAT DRAIN ON TO
 ROOF FROM ABOVE. SHOW LOCATION OF
 SECONDARY DRAINS OR SCUPPERS. SUPPLY A
 DETAIL OF SCUPPERS (IF USED). SECTIONS
 1106, 1107, (PLUMBING) AND SECTIONS
 1503.4 & 1503.4.2, (BLDG).
 5) SHT A-27 PLEASE PROVIDE DETAILS THAT
 SHOW CENTER OF W/C TO WALL (18" REQD),
 HEIGHT OF W/C OFF FINISHED FLOOR (17" TO
 19" REQD), CLEAR FLOOR SPACE FOR ALL
 HDCP FIXTURES, 5' TURNING CIRCLE ECT.
 6) SHT P-1 PLEASE PROVIDE DETAIL FOR
 TEACHERS LOUNGE SINK. SHOW COMPLIANCE
 WITH 11-4.24 AND ALL SUBSECTIONS.
 7) SHT P-3 JANITOR SINK SHALL BE ON THE
 GREASE WASTE SYSTEM. (NOT SHOWN)
 8) SHT P-5 SHUT OFF VALVES REQUIRED FOR
 ALL WALL HYDRANTS. SEC 606.2(2)
 9) SHT P-5 WATER HAMMER ARRESTORS ARE
 REQUIRED FOR QUICK CLOSING VALVES. SEC
 604.9. (ICE MAKER, DISHWASHER, WASH
 MACHINE IF PROVIDED).
 10) SHT P-5 WATER HEATERS, PRV LINE
 SHALL NOT HAVE ANY TRAPPED SECTIONS. SEC
 504.7.1. ALSO THERMAL EXPANSION CONTROL
 REQUIRED AT WATER HEATER. 607.3.2
 11) RPZ BACKFLOW REQUIRED ON WATER
 SERVICE.
 ********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) 659-8096 EXT 8377
 (561) 805-6721
 FAX (561) 653-2692
Review Stop Z ZONING
Rev No 1 Status P Date 2003-05-20 Cont ID  
Sent By mmclean Date 2003-05-20 Time 12:40 Rev Time 1.00
Received By mmclean Date   Time   Sent To E
Notes
***NONE***


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