Plan Review Details - Permit 01110090
Plan Review Stops For Permit 01110090
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-05-31 Cont ID  
Sent By hpiskura Date 2002-05-31 Time 09:23 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2002-05-15 Cont ID  
Sent By hpiskura Date 2002-05-15 Time 09:28 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-04-02 00:00:00BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO THE
 COUNTY FOR THE CITY.THEPERMIT PLANS
 MUST BE STAMPED BY THAT OFFICE AND A
 COPY OF THE PAID RECEIPT ATTACHED TO
 THE PERMIT APPLICATION.CALL
 561-233-5025 FOR MORE INFORMATION.
  
 PLEASE PROVIDE A RECENT SIGNED AND
 SEALED PROPERTY SURVEY.
  
 PROVIDE DOCUMENTATION THAT THE
 FOUNDATION REQUIREMENTS OF SBC 1803.2
 HAVE BEEN ADDRESSED.
  
 EGRESS FROM THE EXISTING BUILDING IS NOT
 PERMITTED THROUGH THE GARAGE.SEE SBC
 1001.1.3.
  
 EGRESS FROM THE GARAGE MUST COMPLY WITH
 SBC 1012.1.2 AND 1027.3. THE ELECTRIC
 SLIDING GATES DO NOT MEET EXIT DOOR
 REQUIREMENTS.
  
 THE 6" STEP SHOWN AT THE STAIR DOORS IS
 PROHIBITED BY SBC 1012.1.3.
  
 SHEET A2 SHOWS WINDOWS IN THE EXISTING
 BUILDING OPENING INTO THE PROPOSED
 GARAGE.THIS IS PROHIBITED BY SBC
 411.2.6.
  
 SBC F102.2.5 REQUIRES TWO STORY
 BUILDINGS TO BE ONE HOUR PROTECTED.
 PROVIDE THE FIRE DESIGN NUMBER FOR THE
 BAR JOIST ROOF SYSTEMS, SEE SBC 701.5.2.
  
 SEE ALSO SBC F102.2.6 REGARDING TWO HOUR
 EXTERIOR WALL RATINGS.
  
 GIVEN THAT HURRICANE MISSILE IMPACT
 RESISTANCE IS REQUIRED FOR THE SECOND
 FLOOR GLAZING, INDICATE HOW FIRE
 DEPARTMENT ACCESS IN ACCORDANCE WITH
 SBC 1405.1 WILL BE ACCOMPLISHED.SEE
 ALSO SBC 903.5 #2.
  
 SHEETS S3 AND S4 INDICATE VARYING ROOF
 HEIGHTS AND BASE VELOCITY PRESSURES,
 AND SHEET S8 CITES ASCE 7-93 AS THE
 DESIGN STANDARD.SBC 1606.1.2
 PROHIBITS THE MIXING OF WIND LOADS AND
 NOTE #1 TO SBC TABLE 1606.2A REQUIRES A
 SINGLE VELOCITY PRESSURE VALUE FOR THE
 WHOLE BUILDING.PLEASE REVISE AS
 NECESSARY AND ENSURE COMPLIANCE WITH
 SAME.
  
 PLEASE PROVIDE A PRESSURE ZONE SKETCH OR
 TABLE FOR THE WALLS AS WELL AS THE
 ROOFTO BE USED FOR THE COMPONENTS AND
 CLADDING.
  
 PLEASE PROVIDE A COPY OF THE SOIL
 ENGINEER'S REPORT.
  
 PROVIDE TEST REPORTS AND OR NOTICE OF
 ACCEPTANCE REPORTS FOR THE WINDOWS,
 DOORS AND ROOF COVERING.
  
 PROVIDE THE TEST DATA FOR THE HURRICANE
 MISSILE IMPACT RESISTANCE OF THE GLAZED
 AREAS IN THE EXTERIOR BUILDING ENVELOPE,
 INCLUDING THE EXISTING BUILDING
 PORTIONS.SEE THE ATTACHED
 INTERPRETATION STATEMENT.
  
 IS THE BRICK FINISH SHOWN ON SHEET A7
 PROPOSED TO BE REAL OR SIMULATED.IF
 REAL PROVIDE DETAILS OF CONSTRUCTION
 DEMONSTRATING COMPLIANCE WITH SBC
 1403.2.
  
 PROVIDE DETAILS FOR THE GUARD RAIL SHOWN
 IN ELEVATION A8.02 AND THE STAIR
 HANDRAILS, INCLUDING DESIGN LOADS. SEE
 SBC 1007.51015 AND 1608.2.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-12-14 Cont ID  
Sent By hpiskura Date 2001-12-14 Time 08:07 Rev Time 0.25
Received By hpiskura Date   Time   Sent To  
Notes
2001-12-14 00:00:00THIS BUILDING WILL BE A TWO STORY
 STRUCTURE INSIDE THE DESIGNATED FIRE
 DISTRICT AND IS REQUIRED BY SBC
 F102.2.5 TO BE 1 HOUR PROTECTED.
 (APPENDIX F)
  
 THE PARKING AREA IS A PARKING GARAGE
 AND BEING PROPOSED TO BE ZERO LOT LINE,
 IS REQUIRED BY SBC TABLE 600 TO HAVE 1
 HOUR FIRE RATED WALLS WITH NO OPENINGS.
  
  
 GIVEN THE ABOVE REQUIREMENTS, THE GARAGE
 MUST COMPLY WITH SBC 411.4, MECHANICAL
 VENTILATION SYSTEMS.
  
 AT TIME OF PERMIT APPLICATION INCLUDE A
 LIFE SAFETY PLAN FOR THE EXISTING
 BUILDING SHOWING THE EXIT DISCHARGE,
 SBC 1010, FOR THE REAR EXITS, (EAST
 SIDE).SEE ALSO SBC 1001.1.3 AS IT
 APPEARS THAT THEY WILL DISCHARGE INTO
 THE GARAGE.
  
 AT TIME OF PERMIT APPLICATION SHOW HOW
 THE EXTERIOR GLAZED PORTIONS OF THE
 BUILDING WILL COMPLY WITH THE CITY'S
 HURRICANE MISSILE IMPACT REQUIREMENTS.
 SEE ATTACHED INFORMATION.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO THE
 COUNTY FOR THE CITY, THE PERMIT PLANS
 STAMPED BY THAT OFFICE, AND A COPY OF
 THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION.CALL 561-233-5025 FOR
 MORE INFORMATION.
  
 AT TIME OF PERMIT APPLICATION TEST
 REPORTS OR NOTICE OF ACCEPTANCE REPORTS
 MUST BE PROVIDED FOR THE WINDOWS, DOORS
 AND ROOF COVERINGS.
  
 SHEET A6.02 SHOWS THE EMERGENCY OVERFLOW
 SCUPPER LEVEL WITH THE ROOF.SEE SBC
 1517.6.4.
  
 SHEET A7 SHOWS PLYWOOD ROOF SHEATHING
 PROPOSED.THE USE OF COMBUSTIBLE
 COMPONENTS WILL MAKE THIS A TYPE V
 BUILDING NOT A TYPE IV. SBC TABLE 600
 REQUIRES A HIGHER HOURLY FIRE RATING
 FOREXTERIOR WALLS OF TYPE V
 CONSTRUCTIONTHAN TYPE IV. REVISE
 ACCORDINGLY PRIOR
 TO PERMIT APPLICATION.
  
 THE REQUIREMENTS OF SBC 1803.2 MUST BE
 COMPLIED WITH REGARDING FOUNDATION
 CONSTRUCTION.
  
 THE FIRE DOOR RATING FOR THE STAIR
 ENCLOSURES MUST COMPLY WITH SBC
 705.1.3.4.
  
 SHOW THE DETAILS FOR THE EXTERIOR BRICK
 VENEER IN ACCORDANCE WITH SBC 1403.2.
  
 SHEET S-8 CITES ASCE 7-93 AS THE DESIGN
 STANDARD.SBC 1997 INVOKES ASCE 7-95.
 PLEASE REVISE AS NECESSARY AND
 DEMOMNSTRATE COMPLIANCE WITH SAME. SEE
 SBC 1606.1.
  
 THE PLANS DO NOT CLEARLY INDICATE THE
 DESIGN AND LOADINGS FOR THE VARIOUS
 HAND AND GUARD RAILS.SEE SBC 1007.5,
 1015 AND 1608.2.
  
 THE STRUCTURAL PLANS DO NOT DECLARE THE
 PILING DESIGN LOADS. SEE SBC 1806.
  
 NOTE, THIS IS A PAID PLAN REVIEW AND NOT
 A PERMIT APPLICATION.AT THE PRESENT
 TIME IT IS LIKELY THAT THE NEW FORIDA
 BUILDING CODE WILL TAKE EFFECT MARCH 1,
 2002.

Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-11-25 Cont ID  
Sent By btrobaug Date 2002-11-20 Time 17:57 Rev Time 0.50
Received By dpalmer Date 2002-11-25 Time 12:06 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-05-31 Cont ID  
Sent By dpalmer Date 2002-05-31 Time 06:56 Rev Time 0.00
Received By dpalmer Date 2002-05-31 Time 06:56 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-03-14 Cont ID  
Sent By dpalmer Date 2002-03-14 Time 06:01 Rev Time 0.00
Received By dpalmer Date 2002-03-13 Time 20:17 Sent To  
Notes
2002-03-14 00:00:00****************** UNSAT **************
  
 1)NOTE: PLEASE NOTE WRONG CODE(S) ARE
 STILL REFERENCED. NOTE MENTIONS, SBCCI
 FOR ELEC? AND "96" NEC? WE ARE UNDER THE
 "99" NEC AND ALSO CODES REF IN LOWER
 NOTES, GIVE CODES FROM '96'.
 PLEASE CORRECT.
  
 2)NOTE: PLEASE GO OVER LOADS ADDED FOR
 PANEL "B".
 PLEASE NOTE THAT ALL CONTINUOUS LOADS
 NEED TO BE SHOWN AT 125%.230-42/215-2,3
 AND 220-13 FOR RECEPT LOADS NOT SHOWN.
  
 3)NOTE: PLEASE NOTE THAT PANEL "A/C"
 IS SHOWN ON PANEL SCHEDULE AS 3-PHASE,
 4 WIRE. PLEASE NOTE ONLY 3 CONDUCTORS
 ARE SHOWN ON RISER DIAGRAM.
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2001-11-26 Cont ID  
Sent By dpalmer Date 2001-11-26 Time 17:20 Rev Time 0.00
Received By dpalmer Date 2001-11-26 Time 17:20 Sent To  
Notes
2001-11-26 00:00:00***************** UNSAT ****************
  
 1)NOTE: PLEASE NOTE THAT NOTE "NOTE 1"
 ON ELECTRICAL NOTES NEEDS TO REFERENCE
 LOCAL AMENDMENTS ALSO.
  
 2)NOTE: PLEASE CLARIFY METHOD OF THE
 EQUIPMENT GROUNDING BETWEEN MAIN DISC`S
 AND PANELS. 250-122
  
 3)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 4)NOTE: PLEASE NOTE THE CODES REFERENCED
 CODES, ARE FROM THE "96" NEC.
  
 5)NOTE: PLEASE SHOW LOAD CALCULATIONS
 PER 215-5,220-10,220-11,220-3,AND 220-13
  
  
 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 2002-03-19 Cont ID  
Sent By mamini Date 2002-03-19 Time 13:10 Rev Time 1.00
Received By mamini Date 2002-03-19 Time 13:10 Sent To  
Notes
2002-03-19 00:00:00PASSED WITH PROVISOS :
 1. RESPONSES TO THE REVIEW COMMENTS BY
 MR. JOHN J. HALEY,P.E. OF HALEY ENGINEER
 -ING, INC. SATISFACTORY. CONTRACTOR MUST
 COMPLY WITH THE ITEMS AS INDICATED IN
 THE LETTER AND IMPLEMENT IN THE FIELD.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2002-03-14 Cont ID  
Sent By mamini Date 2002-03-14 Time 11:37 Rev Time 1.00
Received By mamini Date 2002-03-14 Time 11:36 Sent To  
Notes
2002-03-14 00:00:00FAILED :
 1. PLEASE REFER TO THE PREVIOUS REVIEW
 COMMENTS DATED 11-02-01 (PLAN REVIEW).
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-11-21 Cont ID  
Sent By mamini Date 2001-11-21 Time 14:58 Rev Time 3.00
Received By mamini Date 2001-11-21 Time 14:58 Sent To  
Notes
2001-11-21 00:00:00FAILED :
 1. PLEASE PROVIDE STORM WATER CALC.
 FOR OUR REVIEW AND APPROVAL.
 2. PLEASE PROVIDE PERVIOUS AND
 IMPERVIOUS CALC. FOR ENTIRE SITE.
 3. PLEASE STATE IF THE EXISTING METER,
 WATER SERVICE AND SEWER LATERAL, BACK-
 FLOW PREVENTERS ARE ADEQUATE, ALL NEW
 CONNECTIONS HAVE TO BE APPROVED BY
 UTILITIES DEPARTMENT, 659-8040.
 4. PLEASE PROVIDE POLLUTION PREVENTION
 PLANS FOR ENTIRE SITE, PLANS MUST BE
 INSTALLED IN FIELED PRIOR ANY EARTH WORK
 5. ALL OFF-STREET PARKING MUST BE
 STRIPED WITH DOUBLE 4" WHITE AND BLUE
 (H.C).
 6. IS THE TYPE C CATCH BASIN LOCATED AT
 THE SOUTH ENTRACENCE A CONTROL STRUCTURE
 ALSO THE EXSITING STRUCTURE MUST BE
 THAT BEING CONNECTED TO MUST BE SHOWN.
 7. CITY'S STANDARD MAY BE OBTAINED FROM
 PUBLIC UTILITIES DEPT. 659-8040.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8482 MOHAMMAD R. AMINI

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2002-06-06 Cont ID  
Sent By mcarsill Date 2002-06-05 Time 15:00 Rev Time 0.00
Received By mcarsill Date 2002-06-06 Time 08:31 Sent To  
Notes
2002-06-05 00:00:001) THE PARKING GARAGE IS REQUIRED TO
 BE CONTINOUSLY VENTILATED PER THE
 APPLICABLE CODE REQUIREMENTS FOR
 ENCLOSED PARKING GARAGES. SINCE NO
 EMERGENCY POWER IS PLANNED, PLEASE
 PROVIDE THIS OFFICE IN WRITING THAT
 SHOULD ELECTRICAL POWER BE LOST, THAT
 THE ENCLOSED PARKING GARAGE WILL BE
 CLOSED UNTIL SUCH TIME THAT NORMAL
 POWER IS RESTORED.
  
 2) ELEVATIONS ON BOTH SIDES OF EXIT
 DOORS ARE TO BE EQUAL FOR THE WIDTH
 OF THESE DOORS WHEN OPENED.
  
 3) WHEN THE 60" SECURITY GATES ARE
 CLOSED HOW DOES THIS COMPROMISE
 EXITING FROM THE GARAGE. PLEASE
 EXPLAIN.
  
 4) SINCE THE PARKING GARAGE IS
 CONSIDERED A CLOSED AND NO FIRE
 SPRINKLER PROTECTION IS PLANNED, A
 FIRE ALARM SYSTEM WILL BE REQUIRED AS
 PER NFPA 88A. PLEASE ADVISE THIS OFFICE
 HOW THIS WILL BE ACCOMPLISHED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-03-19 Cont ID  
Sent By mcarsill Date 2002-03-19 Time 10:58 Rev Time 0.00
Received By mcarsill Date 2002-03-19 Time 10:58 Sent To  
Notes
2002-03-19 00:00:00PLEASE PROVIDE WRITTEN RESPONSES TO
 PREVIOUS FIRE PLAN REVIEW NOTES.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-12-10 Cont ID  
Sent By mcarsill Date 2001-12-10 Time 16:09 Rev Time 0.00
Received By mcarsill Date 2001-12-10 Time 16:09 Sent To  
Notes
2001-12-10 00:00:001) BUILDING ADDRESS REQUIRED PER CITY
 CODE 3343-00.
 2) WHAT PROVISIONS HAVE BEEN MADE FOR
 FIRE RESCUE ACCESS WHEN THE SECURITY
 GATES ARE CLOSED. SECURITY GATES REQUIRE
 SEPARATE PLANS AND PERMITS.
 3) A TWO HOUR FIRE SEPARATION IS
 REQUIRED FROM THE PARKING AREA TO ANY
 OTHER PARTS OF THE STRUCTURE.
 4) PLEASE INDICATE PERCENTAGE OF WALL
 OPENINGS FOR THE PARKING AREA. PLANS
 INDICATE ECONO-RAIL MESH PANELS. PLEASE
 INDICATE ON PLANS IF THE PARKING AREA
 IS CONSIDERED OPEN OR CLOSED.
 5) ELEVATOR TO COMPLY WITH ANSI A17.1.
 6) RECEPTION AREA NOTED ON SECOND FLOOR
 FURNITURE PLAN DOES NOT APPEAR TO ALLOW
 FOR THE REQUIRED 44" AISLE.
 7) HOW IS EXITING ACCOMPLISHED FROM THE
 PARKING AREA WHEN THE SECURITY GATES
 ARE CLOSED OR IN THE DOWN POSITION.
 8) PLEASE INDICATE ALL FIRE RATINGS
 FOR THE BUILDING. SINCE NO FIRE
 SPRINKLERS ARE PRESENT, ALL EXIT ACCESS
 AREAS ARE TO BE SEPARATED FROM OTHER
 AREAS BY AT LEAST ONE HOUR.
 9) PLEASE EXPLAIN SECURITY FEATURES PLAN
 NED FOR ANY AND ALL EXIT DOORS.
 10) PLEASE INDICATE INTERIOR FINISH FOR
 WALLS AND CEILINGS OF THE BUILDING.
 11) PLEASE PROVIDE FIRE ALARM EQUIPMENT
 LOCATIONS.
 12) PLEASE INDICATE FIRE EXTINGUISHER
 LOCATIONS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2002-11-20 Cont ID  
Sent By btrobaug Date 2002-11-20 Time 17:57 Rev Time 0.00
Received By btrobaug Date 2002-11-15 Time 17:57 Sent To E
Notes
2002-11-20 00:00:00TO DVP./WRT

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-15 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 16:01 Rev Time 0.00
Received By dpalmer Date 2002-11-15 Time 16:01 Sent To E
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2002-06-06 Cont ID  
Sent By pkrauss Date 2002-06-06 Time 14:48 Rev Time 0.45
Received By pkrauss Date 2002-06-06 Time 13:11 Sent To  
Notes
2002-06-06 00:00:00PROVISO:
  
 AS PER OUR DISCUSSION ON 5-17-02,
 EXHAUST FROM GARAGE TO BE IN A 1 HOUR
 SHAFT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-05-17 Cont ID  
Sent By pkrauss Date 2002-05-17 Time 13:36 Rev Time 0.40
Received By pkrauss Date 2002-05-17 Time 13:22 Sent To  
Notes
2002-05-17 00:00:00PROVSIO:
  
 AS PER OUR MEETING - PLEASE REVISE PLANS
 INDICATING 2 HR SHAFT FOR THE EXHAUST
 DUCT RUNNING FROM THE GARAGE AREA TO
 THE ROOF.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.

Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2002-03-18 Cont ID  
Sent By pkrauss Date 2002-03-18 Time 14:31 Rev Time 0.00
Received By pkrauss Date 2002-03-18 Time 14:14 Sent To  
Notes
2002-03-18 00:00:00 
 PLAN SHEET M2 INDICATE REFRIGERATION
 LINES RUNNING THROUGH THE STAIRWELL.
 AS PER 1997 SBC 1006.1.3.1,
 PENETRATIONS INTO AND OPENINGS THROUGH
 A STAIRWAY ENCLOSURE ASSEMBLY ARE
 PROHIBITED.
  
 PROVIDE INFORMATION FOR THE EXHAUST DUCT
 FOR THE GARAGE.SHOW COMPLIANCE WITH
 1997 SMC 610.4, IN BUILDINGS MORE THAN
 ONE STORY IN HEIGHT, DUCTS EXTENDING
 THROUGH MORE THAN ON FLOOR SHALL BE
 PROTECTED BY A SHAFT ENCLOSURE WITH A
 FIRE RESISTANCE RATING OF NOT LESS THAN
 1 HOUR.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-12-11 Cont ID  
Sent By pkrauss Date 2001-12-11 Time 12:53 Rev Time 2.00
Received By pkrauss Date 2001-12-11 Time 11:11 Sent To  
Notes
2001-12-11 00:00:00********************DENIED**************
  
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
 FOR REVIEW.
  
 1.PLEASE INDICATE IF GARAGE IS OPEN
 OR CLOSED AS DEFINED IN THE 1997 SBC
 411.3.2 THRU 411.3.4.
  
 2.ENCLOSED PARKING GARAGES SHALL
 COMPLY WITH 1997 SBC 411.4.2, FOR
 VENTILATION REQUIREMENTS.PLEASE
 INDICATE ON PLANS ALL EQUIPMENT AND
 VENTILATION CALCULATIONS FOR THE
 GARAGE AREA.
  
 3.CONDENSERS ARE TO BE LOCATED IN THE
 GARAGE AREA.PROVIDE INFORMATION
 ON HOW THE EQUIPMENT IS BEING
 PROTECTED FROM DAMAGE.CONDENSER
 LOCATED OUTSIDE OF ELEV RM 106,
 SEEMS TO BE OBSTRUCTING THE ENTRANCE
 TO THE ELEV RM.
  
 4.PLAN SHEET DUCT PENETRATING THE
 FLOOR, TO LOBBY AREA (101) DOES NOT
 INDICATE A FIRE DAMPER.
  
 5.PLAN SHEET M2, RETURN AIR DUCT FOR
 AHU-4 IS RUNNING THROUGH THE STAIR-
 WELL # 2.AS PER 1997 SBC
 1006.1.3.1,PENETRATIONS INTO AND
 OPENINGS THROUGH A STAIRWAY
 ENCLOSURE ASSEMBLY ARE PROHIBITED
 EXCEPT FOR REQUIRED EXIT DOORS, DUCT
 WORK & EQUIPMENT NECESSARY FOR
 INDEPENDENT STAIR PRESSURIZATION,
 SPRINKLER PIPING, STANDPIPES, AND
 ELECTRICAL CONDUIT SERVING THE
 STAIRWAY AND TERMINATING AT A STEEL
 BOX NOT EXCEEDING 16 SQ IN.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.

Review Stop P PLUMBING
Rev No 3 Status P Date 2002-06-08 Cont ID  
Sent By kstevens Date 2002-06-08 Time 15:04 Rev Time 0.00
Received By kstevens Date 2002-06-08 Time 15:04 Sent To  
Notes
2002-06-08 00:00:00PASSED FOR 1 SET OF PLANS - 2 SETS REQD.

Review Stop P PLUMBING
Rev No 2 Status F Date 2002-03-25 Cont ID  
Sent By kstevens Date 2002-03-25 Time 10:53 Rev Time 0.00
Received By kstevens Date 2002-03-25 Time 10:52 Sent To  
Notes
2002-03-25 00:00:00DENIED
 REFERENCE: SPC-94-FACBC-97
  
 1) SHTS A3/A12 KITCHEN SINK ELEVATION.
 PLEASE SHOW ALL SUBSECTIONS OF SEC 4.24
 ON DETAIL. SEE SECS 4.24.2 THRU 4.24.7.
 2) SHT P4 WATER HEATER. SHOW DETAIL ON
 HOW HEATER WILL BE READILY ACCESSIBLE.
 GIVE HEATER DIMENSIONS AND CABINED DOOR
 DIMENSIONS. WATER HEATER SHALL BE ABLE
 TO BE REMOVED WITH OUT REMOVING DISH
 WASHER.
 4) ACCESS PANELS SHALL BE REQUIRED FOR
 ALL WATER HAMMER ARRESTORS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop P PLUMBING
Rev No 1 Status F Date 2001-11-28 Cont ID  
Sent By kstevens Date 2001-11-28 Time 17:52 Rev Time 1.50
Received By kstevens Date 2001-11-28 Time 17:51 Sent To  
Notes
2001-11-28 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) SHT CV, GEN NOTES #3, 1999 SO. FLA.
 BLDG CODE BROWARD CO. EDITION SHOULD
 READ STANDARD BLDG CODE 1997.
 2) SHT A3 LUNCH ROOM 214, SINK TO COMPLY
 WITH FACBC 2.24. PLEASE SHOW DETAILS.
 3) STH P4 PER MODEL COUNTYWIDE AMEND-
 MENTS TO SPC-94 SEC 607.7 ONLY 2 FIX-
 TURES ON 1/2" COLD WATER LINE AND ONLY
 4 FIXTURES ON 1/2" HOT. PLEASE CHANGE
 COLD WATER LINE TO TOILET ROOMS TO RE-
 FLECT WATER RISER DIAGRAM.
 4) SHT P4 PER MODEL COUNTYWIDE AMEND-
 MENTS TO SPC SEC 507.8.1, 1" DRAIN REQ-
 UIRED FOR PAN DRAIN FOR WATER HEATER.
 5) ALL WATER HEATERS ON SHELVES TO HAVE
 PERMINATE SHIPS LADDER AND MINIMUM WORK-
 ING PLATFORM 30"X30". EITHER PROVIDE A
 DETAIL FOR THESE OR PUT HEATER ON FLOOR.
 6) SHT P5 WATER HEATER DETAIL, P/T AND
 PAN DRAIN TO RUN SEPARATELY. SPC SEC
 507.8.4.
 7) SHT P5 PLUMB. NOTES #5 SANITARY DRAIN
 AGE MATERIAL SHALL BE EITHER PVC OR CAST
 IRON, NOT ONE MATERIAL IN WALLS AND THE
 OTHER OUTSIDE WALLS.
 8) SHT P6 SANT RISER DIAGRAM, 2-WAY C/O
 REQUIRED NEAR JUNCTION OF BLDG DRAIN AND
 BLDG SEWER.
 9) SHT P6, PLEASE INDICATE WATER HAMMER
 ARRESTORS ON WATER RISER DIAGRAM. AIR
 CHAMBERS REQUIRE ACCESS PANELS AND SHALL
 BE RECHARGEABLE IF USED. PLEASE INDICATE
 BRAND AND MODEL # OF WATER HAMMER ARRES-
 TORS.
 10) SHTS A6 & P7, PLEASE PROVIDE ROOF
 DRAINAGE CALCULATIONS FOR PRIMARY AND
 SECONDARY DRAINS. SIZE PER SPC SEC 1108
 & 1109. INCLUDE 1/2 AREA OF ALL VERTICAL
 WALLS INCLUDING PARAPET WALLS 1108.3.
 ALSO INCLUDE AREA OF ROOF THAT DRAINS ON
 TO ROOF. PLEASE PROVIDE STORM RISER DIA-
 GRAM. INCLUDE PIPE SIZE AND SQ FT AREA
 DRAINED FOR EACH SECTION OF PIPE AND FOR
 EACH DRAIN.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop Z ZONING
Rev No 3 Status P Date 2002-05-09 Cont ID  
Sent By sgraham Date 2002-05-09 Time 11:49 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status F Date 2002-03-14 Cont ID  
Sent By sgraham Date 2002-03-14 Time 08:34 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-03-14 00:00:00URBAN DESIGN WAITING FOR INFORMATION
 FOR ARCHITECT AS PER J MINICOZZI

Review Stop Z ZONING
Rev No 1 Status F Date 2001-11-19 Cont ID  
Sent By sgraham Date 2001-11-19 Time 13:03 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-11-19 00:00:00NEEDS A LANDSCAPE PLAN, THIS PROJECT
 RECEIVED VARIANCE FROM THE DAC


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