Plan Review Details - Permit 99120645
Plan Review Stops For Permit 99120645
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2000-04-25 Cont ID  
Sent By hpiskura Date 2000-04-25 Time 12:11 Rev Time 99.00
Received By hpiskura Date 2000-04-24 Time 13:51 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-02-29 Cont ID  
Sent By hpiskura Date 2000-02-29 Time 07:42 Rev Time 99.00
Received By hpiskura Date   Time   Sent To Z
Notes
2001-01-08 00:00:00CHECKLIST WITH APPLICATION 2/29/00

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2000-05-31 Cont ID  
Sent By dpalmer Date 2000-05-31 Time 08:55 Rev Time 0.00
Received By dpalmer Date 2000-05-31 Time 08:53 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-04-25 Cont ID  
Sent By jleahy Date 2000-04-25 Time 15:29 Rev Time 1.30
Received By jleahy Date 2000-04-25 Time 15:29 Sent To  
Notes
2001-01-08 00:00:00REVISION HAD WRONG PERMIT NUMBER WHEN IT
 CAME IN!!!!!

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-04-25 Cont ID  
Sent By dpalmer Date 2000-04-25 Time 09:51 Rev Time 0.00
Received By dpalmer Date 2000-04-25 Time 09:51 Sent To  
Notes
2001-01-08 00:00:00PER JAKE LEAHY

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2000-02-14 Cont ID  
Sent By dlauderm Date 2000-02-14 Time 10:17 Rev Time 2.00
Received By dlauderm Date 2000-02-14 Time 10:17 Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PROVISOS:
  
 STORMWATER COMMENTS:
  
 1.THE ENGINEER OF RECORD SHOULD PUT
 TOGETHER A LIST OF EXISTING IMPERVIOUS
 AND PERVIOUS AREAS AS WELL AS A LIST OF
 NEW IMPERVIOUS AND IMPERVIOUS ARES, TO
 SHOW WHAT THE NEW ERU RATE WILL BE.
 PLEASE SUBMIT PLANS SHOWING PRIOR TO
 DEMOLITION AND FINAL DESIGN SO WE CAN
 COMPARE THE TWO.
  
 4.THE STORMWATER SYSTEM ON THE HOSPITAL
 PROPERTY IS ALL PRIVATE AND AS SUCH WE
 HAVE NO COMMENTS ABOUT THE DESIGN,
 EXCEPT WHAT IS WRITTEN ABOVE.
  
 WATER AND SANITARY:
  
 1.ALL ON SITE PIPING IS A PRIVATE
 DISTRIBUTION SYSTEM METERED AND
 PROTECTED WITH BACKFLOW PREVENTERS AT
 45TH AND GREENWOOD AVENUES. ALL OF THE
 GRAVITY SYSTEM FROM 45TH STREET NORTH
 AND GREENWOOD WEST IS PRIVATE OWNED BY
 ST. MARY'S.AS SUCH WE DO NOT NEED TO
 REVIEW THIS DESIGN FOR COMPLIANCE TO OUR
 STANDARDS. BUT I MAKE THE FOLLOWING
 COMMENTS FOR ITEMS THAT I SEE AS
 POSSIBLY INCORRECT:
  
 2.A 4" METER IS SHOWN AT THE NORTHWEST
 CORNER OF THE BUILDING, IT IS NOT
 REQUIRED BY THE PUBLIC UTILITY
 DEPARTMENT SINCE WE MASTER METER THE
 SITE.
  
 3.SINCE ALL OF THE SANITARY SEWER SYSTEM
 IS A PRIVATE, ONE OWNER SYSTEM, A DEP
 PERMIT MAY NOT BE REQUIRED.CONTACT
 JAMES L. (DUTCH) HOLLAND, ENVIRONMENTAL
 ENGINEER (PLAN REVIEWER), AT
 W-561:355-4045, EX. 1134F-561:355-2442
 AND DISCUSS IT WITH HIM OR ONE OF THE
 OTHER PLAN REVIEWERS.
  
 4.THE FIRE LINE THAT COME OFF OF THE
 MASTER METERED DOMESTIC DISTRIBUTION
 MAIN DOES NOT APPEAR TO HAVE AN APPROVED
 DOUBLE CHECK BACKFLOW PREVENTER ON IT,
 IT SHOULD HAVE ONE TO STOP ANY WATER
 FROM COMING INTO THE SYSTEM WHEN PUMPED
 INTO THE FDC.PLEASE CHECK AND SEE IF
 EXISTS AND WAS LEFT OFF THE PLAN BY
 MISTAKE OR IF IT NEEDS TO BE ADDED.
  
 5.THE REDUCED PRESSURE BACKFLOW
 PREVENTER SHOWN IS A SINGLE DEVICE.WE
 STRONGLY SUGGEST ON DOMESTIC, CRITICAL
 USAGE LOCATIONS, SUCH AS THIS THAT TWO
 DEVICES ARE INSTALLED IN PARALLEL.THIS
 WAY IF ONE FAILS OR HAS TO BE SHUT OFF
 TO BE WORKED ON THE HOSPITAL IS NOT
 WITHOUT WATER.
  
 6.THE TEMPORARY JUMPER CONNECTION SHOWN
 ON PAGE C3.01 IS WRONG.TWO IN-LINE
 VALVES ARE REQUIRED WITH AN OPEN VENT
 BETWEEN.THIS ALLOWS WATER TO PASS THRU
 THE PROTECTED BYPASS FOR TESTING AND
 WITHOUT THE CHANCE OF BACKFLOW THRU THE
 SINGLE VALVE.THIS IS A DEP REQUIREMENT
 ALSO.

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2000-01-07 Cont ID  
Sent By rturnque Date 2000-01-06 Time 11:17 Rev Time 0.55
Received By rturnque Date   Time   Sent To  
Notes
2001-01-08 00:00:001. FIRE ALARM SYSTEM SHALL BE CLASS "A"
 OR ADDRESSABLE AND MONITORED BY AN
 APPROVED CENTRAL STATION.
 2.RFER TO NFPA, 1985 LIFE SAFETY CODE.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-01-24 Cont ID  
Sent By ndenmark Date 2000-01-24 Time 14:47 Rev Time 5.00
Received By ndenmark Date 2000-01-24 Time 14:46 Sent To  
Notes
2001-01-08 00:00:00SEE LETTER FROM JLSD ON ABSENCE OF F/D
 INTO SHAFT FOR EXHAUST DUCT FOR ISOLA-
 TION ROOMS

Review Stop P PLUMBING
Rev No 8 Status P Date 2000-04-21 Cont ID  
Sent By tlarge Date 2000-04-21 Time 16:51 Rev Time 5.75
Received By tlarge Date 2000-04-21 Time 16:51 Sent To  
Notes
2001-01-08 00:00:00******************PROVISO***************
 SUBMIT CALCULATIONS FOR SECONDARY ROOF
 DRAINAGE.COMPLY W/SPC SEC.1109.1-1109.3.
 APPENDIX"A",AND SBC SECS.1517.6.4.1 THRU
 1517.6.4.3. I'VE REQUESTED THIS
 INFORMATION SINCE MY FIRST REVIEW ON
 1/12/00 AND HAS NOT BEEN PROPERLY
 ADDRESSED TO DATE.
 THE PLANS NOTE SCUPPERS AND NOTHING IS
 SHOWN.SUBMIT ALL REQD.INFO.

Review Stop P PLUMBING
Rev No 7 Status F Date 2000-03-20 Cont ID  
Sent By tlarge Date 2000-03-20 Time 12:41 Rev Time 2.50
Received By tlarge Date 2000-03-20 Time 12:40 Sent To  
Notes
2001-01-08 00:00:00SEE REVIEW STOPS #5 & 6 FOR COMMENTS.

Review Stop P PLUMBING
Rev No 6 Status F Date 2000-03-19 Cont ID  
Sent By tlarge Date 2000-03-19 Time 10:56 Rev Time 15.75
Received By tlarge Date 2000-03-19 Time 10:56 Sent To  
Notes
2001-01-08 00:00:00CONTINUATION OF PLBG.COMMENTS:
  
 SHT.P-13-FLOOR DRAINS NOT PROPERLY
 VENTED.SPC SEC.901.2.
  
 SHT.P-16-JOINTS ON WATER DISTRIBUTION
 SYSTEM NOT PERMITTED UNDER SLAB INSIDE
 BUILDING PER COUNTYWIDE AMENDMENTS SEC.
 611.3.SEE DETAIL #4.
  
 FIXTURES HAVING SLIP JOINT CONNECTIONS
 SHALL COMPLY W/SPC SEC.401.5.2.(SEE
 SHT.P-16,DETAIL #1.
  
 MINIMUM SIZE OF DRAINAGE PIPE UNDER-
 GROUND SHALL BE 2" PER SPC SEC.714.4.
  
 BACKWATER VALVES SHALL BE INSTALLED ON
 DRAIN CONNECTIONS FROM FOUNTAINS TO
 STORM SYSTEM PER SPC 301.11.1,409.9.2.
  
 SHTS.A1.32-ROOM#1627 & A1.34 &1.36-ROOM
 #1647-SHOWERS SHALL COMPLY W/FACBC SECS.
 4.21.2-4.21.8.WASHER AND DRYER SHALL
 COMPLY W/FACBC SEC.6.1(1).
  
 VOID ALL PREVIOUS PLBG.SHEETS REPLACED
 BY NEW REVISIONS AND INSERT NEW SHEETS
 INTO PLANS .COUNTYWIDE AMENDMENTS TO SPC
 SEC.104.2.1.
  
 SHT.P24-VENT SIZING SHALL COMPLY W/SPC
 TABLE 920.2,920.4.
  
 SHT.P24-THE SANITARY SCHEMATIC IS VAGUE
 REGARDING THE LINE SIZES FOR THE DRAIN-
 AGE SYSTEM.THERE ARE SECTIONS WITH NO
 SIZES,LONG RUNS W/NO SIZES,
  
 SHT.P24-HORIZONTAL DRAIN PIPING LACKS
 SIZES AND SCHEMATIC DOESN'T REFLECT
 THE SYSTEM AS DRAWN ON SHTS.P3 & P4.
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.1
  
 VENTS NOT PERMITTED TO INCREASE IN SIZE.
 SPC 905.2.(PERMITTED ONLY WHERE FROST
 CLOSURE IS A PROBLEM.)
  
 NOTE:I RECOMMEND A MEETING W/THE DESIGN
 PROFESSIONALS AND MYSELF TO CLARIFY
 ISSUES,EPECIALLY THE PLUMBING SCHEMATIC.
  
 PLEASE CALL 561-659-8096 EXT.8377 IF YOU
 HAVE ANY QUESTIONS.
 TIMOTHY K.LARGE,PLUMBING PLAN REVIEW.

Review Stop P PLUMBING
Rev No 5 Status F Date 2000-03-19 Cont ID  
Sent By tlarge Date 2000-03-19 Time 09:10 Rev Time 0.00
Received By tlarge Date 2000-03-19 Time 09:10 Sent To  
Notes
2001-01-08 00:00:00JOB SPEC.15400-1.3-DELETE REFERENCE TO
 1997 EDITION OF STANDARD PLUMBING CODE.
 THE 1994 EDITION IS THE ADOPTED STANDARD
  
 SPEC.15141-3.1(A)(B)-HANGERS & SUPPORTS
 FOR PIPING SHALL COMPLY W/SPC SEC.310.2,
 310.3.
  
 SPEC.15412-3.7(A)-SIZE AND SPACING OF
 CLEANOUTS IN THE SANITARY SYSTEM SHALL
 COMPLY W/SPC SEC.710.2.1-710.2.4,711.1,
 711.2.,712.
  
 SUBMIT APPROVALS FROM CITY OF WEST PALM
 BEACH ENGINEERING DEPT.FOR STORM
 DRAINAGE SYSTEM.COUNTYWIDE AMENDMENTS TO
 SPC SEC.101.4.7.
  
 SUBMIT COPIES OF APPROVALS FROM PALM
 BEACH COUNTY HEALTH DEPT.AND DEP FOR
 WATER MAIN/WATER SERVICE EXTENSION.
 COUNTYWIDE AMENDMENTS TO SPC SEC.101.4.7
  
 INDICATE WATER SOURCE FOR IRRIGATION
 SYSTEM.IF SUPPLY IS FROM AN ARTIFICIAL
 MEANS(WELL,LAKE,ETC.)A WATER USE PERMIT
 WILL BE REQD.FROM SO.FLA.WATER MNGMT.
 PER F.S.373.219.
  
 SUBMIT COPY OF AHCA APPROVAL FOR THIS
 PROJECT.COUNTYWIDE AMENDMENTS TO SPC
 SEC.101.4.7.
  
 NOTE OCCUPANT LOAD FOR THE STRUCTURE
 BASED UPON SQ.FOOTAGE.REFER TO SPC SEC.
 407.1.3 AND TABLE 407.
  
 SHT.C1.00-SHOW SQ.FOOT AREA DRAINED BY
 EACH AREA DRAIN.COMPLY W/SPC TABLE
 1108.2.
  
 SHT.C2.00-LOCATION OF BFP DEVICE SHALL
 BE APPROVED BY CITY OF WPB UTILITIES.
 CALL 659-8000,EXT.2008.
  
 REFER TO "A"DRAWINGS-REVISE NOTES THAT
 REFER TO 1997 EDITION OF STD.PLBG.CODE
 TO READ 1994 EDITION.AMENDMENTS TO SPC
 SECS.101.1,101.2.
  
 REFER TO "A" DRAWINGS -THERE ARE STILL
 SHEETS THAT DO NOT SHOW LAVATORIES IN
 THE HANDICAP ACCESSIBLE STALLS.SEE A7.7,
 A7.13,
  
 SHT.A6.9-SHOW CLEAR FLOOR SPACE UNDER
 H.C.LAV.COMPLY W/FACBC SEC.4.19.2(MIN.
 29" REQD.).
  
 MEDICAL CARE FACILITIES SHALL COMPLY W/
 FACBC SECS.6.1(1) FLA.10% RULE,6.4,4.22,
 4.23.THE STRUCTURE DOES NOT PRESENTLY
 COMPLY.
  
 BATHTUBS LOCATED IN HANDICAP ACCESSIBLE
 PATIENT ROOMS SHALL COMPLY W/FACBC SECS.
 4.20.1-4.20.7.
  
 SHT.A6.1-GRAB BARS FOR TUB W/SEAT AT
 HEAD SHALL COMPLY W/FACBC FIG.34.
  
 SHT.A6.1-MOUNTING HEIGHTS OF MIRRORS,
 TOWEL DISPENSERS,ETC.SHALL COMPLY W/
 FACBC SEC.4.2.5,4.2.6,4.19.6,4.23.9,
 & FIGS.5 & 6.
  
 SUBMIT DETAILS/CALCULATIONS FOR
 SECONDARY ROOF DRAINAGE.(REFER TO ROOFS
 FOR FLOORS #1,2,3,& 5.COMPLY W/SPC SEC.
 1109.1-1109.3,APPENDIX "A",AND SBC SECS.
 1517.6.4.1.-1517.6.4.3.
  
 SHT.A1.30-ROOM 1631-SHOWER FLOOR SHALL
 BE DRAINED TO COMPLY W/SPC SEC.409.8.3.
  
 EFFLUENT FROM ELEVATOR SUMP SHALL FIRST
 PASS THRU AN OIL INTERCEPTOR AND THEN TO
 THE SANITARY SYSTEM BY INDIRECT CONNECT-
 ION PER SPC SEC 301.4,1004.1,1004.5 &
 FLA.ADMIN.CODE CHAPT.61(C)-5.OO1
  
 FILM PROCESSORS UTILIZING WATER AND
 WASTE CONNECTIONS SHALL COMPLY W/SPC
 SECS.606.1,801.4.
  
 SHT.P-14-CLEANOUT PLUG SHOWN IN SHOWER
 DRAIN.PLUG SHALL BE ACCESSIBLE PER SPC
 SEC.710.6.1.
  
 SEE PLBG.STEP #6 FOR CONTINUATION.

Review Stop P PLUMBING
Rev No 4 Status F Date 2000-01-29 Cont ID  
Sent By tlarge Date 2000-01-29 Time 11:07 Rev Time 6.25
Received By tlarge Date 2000-01-29 Time 11:14 Sent To  
Notes
2001-01-08 00:00:00SEE PLBG.STEP #2 FOR PLBG.COMMENTS.

Review Stop P PLUMBING
Rev No 3 Status F Date 2000-01-28 Cont ID  
Sent By tlarge Date 2000-01-28 Time 21:08 Rev Time 3.00
Received By tlarge Date 2000-01-28 Time 21:07 Sent To  
Notes
2001-01-08 00:00:00THESE COMMENTS ARE A CONTINUATION OF THE
 PLUMBING PLAN REVIEW FOR THIS PROJECT.
  
 SUBMIT COPY OF AHCA APPROVAL FOR THIS
 PROJECT.COUNTYWIDE AMENDMENTS TO SPC
 SEC.101.4.7.
  
 SUBMIT APPROVAL FROM SO.FLA.WATER MNGMT.
 FOR INSTALLATION OF DRAINAGE WORK.COUNTY
 WIDE AMENDMENTS TO SPC SEC.101.4.7.
  
 SUBMIT COMPLETE ISOMETRIC DIAGRAMS FOR
 THE INSTALLATION OF THE SANITARY,STORM,
 AND WATER SYSTEMS.THE DRAWINGS SHALL
 CLEARLY REFLECT THE ENTIRE SCOPE OF
 PLUMBING WORK BEING DONE.(INCLUDE ALL
 UNDERGROUND WORK ON THE ISOMETRICS.)
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.2
  
 INDICATE SLOPE OF PIPE ON THE PLANS FOR
 THE STORM DRAINAGE SYSTEM.COMPLY W/TABLE
 1108.2 OF SPC.
  
 DISCHARGE LINE FROM ELEVATOR SUMP SHALL
 CONNECT INDIRECTLY TO THE STORM DRAIN
 SYSTEM.FLA.ADMIN.CODE CHAPT.61(C)-5.001.
  
 THE SHUT-OFF AND CHECK VALVES FOR THE
 ELEVATOR SUMP SHALL BE LOCATED ABOVE THE
 SUMP COVER AND BE ACCESSIBLE PER SPC
 SEC.717.2.
  
 SUBMIT REVISED BLUEPRINTS SHOWING
 LAVATORIES WITHIN THE REQD.ACCESSIBLE
 STALLS.THE DIMENSIONS OF THE STALL SHALL
 COMPLY W/FACBC SEC.4.17.3.(MIN.81"WIDE.)
  
 SHT.P-13-SUBMIT DETAILS FOR THE WATER
 FILL LINE TO THE FOUNTAIN.SHOW REQD.
 BACKFLOW PROTECTION OF THE WATER SYSTEM.
 SPC 606.1,606.2
  
 SHT.P-16-FIXTURES HAVING CONCEALED SLIP
 JOINT CONNECTIONS SHALL COMPLY W/SPC
 401.2.2.(SEE DETAIL #2)
  
 SHT.18-DETAIL#3-VENT SIZING SHALL COMPLY
 W/SPC SEC.920.2.(FIXTURE UNIT LOAD
 EXCEEDS 2" CAPACITY.)CHECK ALL RISERS
 FOR PROPER VENT SIZING PER SPC 920.2.
  
 SUBMIT CONDENSATE RISER FOR REVIEW.
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.1
  
 SUBMIT MANUF.SHEETS FOR FILM PROCESSOR.
 WATER CONNECTION SHALL BE PROTECTED
 AGAINST BACKFLOW AND EFFLUENT SHALL
 BE NEUTRALIZED PRIOR TO DISCHARGE TO
 SANITARY SYSTEM.SPC SEC.606.1,801.4.
  
 SUBMIT PLANS FOR IRRIGATION SYSTEM.SHOW
 WATER SOURCE AND PROTECTION AGAINST
 BACKFLOW PER SPC 606.1
  
 A PERMIT MAY BE REQD.FOR THE WATER
 SERVICE FROM DEPT.OF ENVIRON.PROTECTION
 & HEALTH DEPT.SUBMIT DOCUMENTATION THESE
 AGENCIES HAVE REVIEWED AND APPROVED
 THE PLANS.

Review Stop P PLUMBING
Rev No 2 Status F Date 2000-01-12 Cont ID  
Sent By tlarge Date 2000-01-12 Time 10:42 Rev Time 7.50
Received By tlarge Date 2000-01-12 Time 10:42 Sent To  
Notes
2001-01-08 00:00:00SUBMIT PLANS/INFORMATION ON PNEUMATIC
 TUBE TRANSFER YSTEM.
  
 **********************NOTE**************
 THE ABOVE COMMENTS ARE DERIVED FROM THE
 ARCHITECTURAL PLANS ONLY.THE PLUMBING
 DRAWINGS WERE NOT SUBMITTED AND HENCE
 NOT REVIEWED.ADDITIONAL PLUMBING REVIEW
 COMMENTS MAY BE GENERATED WHEN COMPLETE
 REVIEW IS COMPLETED.
 CALL TIMOTHY LARGE AT (561)659-8096
 EXT.8377 IF YOU HAVE ANY QUESTIONS.

Review Stop P PLUMBING
Rev No 1 Status F Date 2000-01-12 Cont ID  
Sent By tlarge Date 2000-01-12 Time 07:12 Rev Time 0.00
Received By tlarge Date 2000-01-12 Time 07:12 Sent To  
Notes
2001-01-08 00:00:00SUBMIT COPY OF JOB SPECIFICATIONS AND
 COMPLETE PLUMBING DRAWINGS INCUDING
 ISOMETRICS FOR STORM,SANITARY,WATER AND
 ALL OTHER RELATED PLUMBING SYSTEMS PER
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.1
  
 SUBMIT OCCUPANT LOAD PER SPC SEC.407.1.3
 TO ENSURE COMPLIANCE FOR MINIMUM REQD.
 SANITARY FACILITIES.
  
 SHT.C1.00-SHOW SQ.FT.AREA DRAINED BY
 EACH AREA DRAIN.COMPLY W/SPC TABLE
 1108.2.
  
 SHT.C2.00-LOCATION OF BFP DEVICE SHALL
 BE APPROVED BY CITY OF WPB UTILITIES.
 CALL 659-8000,EXT.2008.
  
 SHT.AO-11-SUBMIT DETAILS FOR RIVER ROCK
 FOUNTAIN.(FILL LINE,DRAINS,PUMP,ETC)PER
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.1
  
 SHT.A1-1-REVISE PLBG.STANDARD AT CODE
 BRIEF TO READ 1994 ED.PER COUNTYWIDE
 AMENDMENTS TO SPC SEC.101.1,101.2.
  
 FLOORS AND WALLS IN TOILET ROOMS/REST-
 ROMMS SHALL BE NONABSORBENT TO A HEIGHT
 OF 4' PER SBC SEC.1204.2.
  
 FLOOR DRAINS ARE REQD.IN ALL TOILET/
 RESTROOMS PER SPC SEC.409.4.1.1(SEE
 EXCEPTION).
  
 SUBMIT DETAILS FOR OVERFLOW DRAINAGE FOR
 ROOF STRUCTURE.COMPLY W/SBC 1517.6.4.1,
 THRU 1517.6.4.3.,1109.1- 1109.3.,AND
 APPENDIX "A"OF SPC.
  
 CLEARLY SHOW ALL RESTROOM/TOILET ROOM &
 TOILET STALL DIMENSIONS ON ARCH.FLOOR
 PLANS.COUNTYWIDE AMENDMENTS TO SPC SEC.
 104.2.1,104.2.2.
  
 ALL HANDICAP TOILET STALLS SHALL CONTAIN
 AN ACCESSIBLE LAVATORY WITHIN THE STALL
 PER FACBC SEC.4.17.3(EXCEPTION:NEW
 CONSTRUCTION).
  
 ALL LOUNGE/BREAKROOM SINKS AND SINKS
 LOCATED IN OTHER NON-WORK AREAS SHALL
 BE FULLY ACCESSIBLE AND COMPLY W/FACBC
 SEC.4.24.1-4.24.7.
  
 CLEARLY SHOW DIMENSIONS (LXW)OF ALL
 SHOWER STALLS.SIZE OF ACCESSIBLE SHOWERS
 SHALL COMPLY W/FACBC SECS.4.21-4.21.8.
 OTHER SHOWERS SHALL BE ADAPTABLE PER
 FACBC SEC.4.1.3.(11).SEAT IN SHOWER
 SHALL COMPLY W/FACBC SEC.4.21.3.
  
 URINALS SHALL COMPLY W/FACBC SEC.4.18.1-
 4.18.4.
  
 FLUSH CONTROLS FOR WATER CLOSETS SHALL
 COMPLY W/FACBC SEC.4.16.5.
  
 DRINKING FOUNTAINS ARE REQD.PER SPC
 TABLE 407 AND ACCESSIBLE FOUNTAINS SHALL
 COMPLY W/FACBC SEC.4.1.3.(10)(A)(B).
  
 ACCESSIBLE WATER CLOSETS IN STALLS SHALL
 BE LOCATED IN THE CORNER,DIAGONAL TO THE
 DOOR PER FACBC SEC.4.17.3(EXCEPTION:NEW
 CONSTRUCTION).
  
 MEDICAL CARE FACILITIES SHALL COMPLY W/
 FACBC SECS.6.1(1).(10% RULE) AND 6.1(4)
 (A)(B),6.4.
  
 BATHTUBS IN ACCESSIBLE PATIENT ROOMS
 SHALL COMPLY W/FACBC SEC.4.20.1-4.20.7.
  
 CLEARLY SHOW WHEELCHAIR TURNING SPACE IN
 ACCESSIBLE TOILET ROOMS AND STALLS PER
 FACBC SEC.4.2.3.
  
 SHT.A6-2-SUBMIT U.L.ASSEMBLY NUMBERS FOR
 FIRE SAFING DETAILS PER SBC 701.5.2.
 (1996 ED.)AND SBC SEC.3502.
  
 SUBMIT COMPLETE INFO FOR SECONDARY ROOF
 DRAINAGE
  
 PLUMBING INSTALLATION SHALL COMPLY W/SPC
 APPENDIX "G"FOR HOSPITALS.
  
 MUTIPLE/GANG SHOWERS SHALL COMPLY W/SPC
 SEC.409.8.3.
 *****(SEE PLBG.STEP#2FOR CONTINUATION)**

Review Stop Z ZONING
Rev No 2 Status P Date 2000-04-25 Cont ID  
Sent By hpiskura Date 2000-04-25 Time 12:10 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-01-08 00:00:00OK'D BY SEAN EBERSOLD 4/25/00

Review Stop Z ZONING
Rev No 1 Status F Date 1999-12-21 Cont ID  
Sent By hpiskura Date 2000-02-29 Time 07:43 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00NEEDS FORMALSITE PLAN REVIEW


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