Plan Review Details - Permit 99100504
Plan Review Stops For Permit 99100504
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2000-04-18 Cont ID  
Sent By lmartine Date 2000-04-18 Time 12:20 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2000-02-14 Cont ID  
Sent By hpiskura Date 2000-02-14 Time 13:11 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2000-02-15 Cont ID  
Sent By hpiskura Date 2000-01-05 Time 09:10 Rev Time 16.00
Received By bstaples Date   Time   Sent To  
Notes
2001-01-08 00:00:00STATUS CHANGE FROM H. PISKURA 2/15
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-08-29 Cont ID  
Sent By dpalmer Date 2000-08-29 Time 21:19 Rev Time 0.00
Received By dpalmer Date 2000-08-29 Time 21:19 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 1999-12-07 Cont ID  
Sent By dpalmer Date 1999-12-07 Time 11:29 Rev Time 0.00
Received By dpalmer Date 1999-12-07 Time 11:29 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2000-02-11 Cont ID  
Sent By dlauderm Date 2000-02-11 Time 12:57 Rev Time 1.00
Received By dlauderm Date 2000-02-11 Time 12:56 Sent To  
Notes
2001-01-08 00:00:004.THE TRUCK NEEDS TO HAVE NO LESS THAN A
 16' HIGH VERTICAL CLEARANCE AREA FOR THE
 TRUCK TO PICK UP THE DUMPSTER. THE CLEAR
 AREA MUST OVER THE DUMPSTER AND WHERE
 THE TRUCK WILL BE STOPPED TO UNLOAD THE
 DUMPSTER.
  
 5.THE TRUCK NEEDS TO HAVE NO LESS THAN
 14' HIGH VERTICAL CLEARANCE AND 12'
 HORIZONTAL CLEARANCES FOR THE TRUCK TO
 DRIVE THROUGH.
  
 6.IT IS STRONGLY SUGGESTED THAT YOU ADD
 A RECYCLING CENTER TO YOUR DUMPSTER
 ENCLOSURE.
  
 7.THE GARBAGE TRUCK WILL NOT BE ABLE TO
 DRIVE INTO THE DUMPSTER AS DRAWN, IT
 SHOULD BE AT A 45 DEGREE ANGLE TO THE
 ALLEY WITH THE GATE FACING NORTHWEST.
  
 (CITY) IRRIGATION AND LANDSCAPE CONFLICT
 REQUIREMENTS:
  
 1.ANY LANDSCAPE DISRUPTED BY
 CONSTRUCTION SHALL BE REPAIRED AND OR
 REPLACED AT THE CONTRACTORS EXPENSE.
  
 2.IT IS THE CONTRACTORS RESPONSIBILITY
 TO MAINTAIN ANY CITY OWNED LANDSCAPING
 IF THE IRRIGATION SYSTEM IS DISRUPTED.
  
 3.ANY TREES NEEDING TO BE REMOVED AND OR
 RELOCATED SHALL BE AT THE DIRECTION OF
 THE GROUNDS OPERATIONS DIVISION
 SUPERINTENDENT (659-8044) AT THE
 CONTRACTORS EXPENSE.
  
 4.ANY IRRIGATION SYSTEM REPAIRED OR
 REPLACED OR ANY CONDUITS LAID FOR FUTURE
 SYSTEMS SHALL BE AT THE DIRECTION OF THE
 GROUNDS OPERATIONS DIVISION
 SUPERINTENDENT AT THE CONTRACTORS
 EXPENSE AND SHALL BE "AS-BUILT" BY THE
 CONTRACTOR THRU A PE OR LAND SURVEYOR.
 A COPY OF THE IRRIGATION AS-BUILTS WILL
 BE SUBMITTED TO ENGINEERING FOR THEIR
 RECORDS.
  
 ENG REVIEW 3 AND 4 REPLACE ENG REVIEW
 1 & 2.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2000-02-11 Cont ID  
Sent By dlauderm Date 2000-02-11 Time 12:58 Rev Time 0.00
Received By dlauderm Date 2000-02-11 Time 12:54 Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PROVISOS:
  
 1.IMPERVIOUS AREA COMPUTATIONS (NOT
 SUPPLIED) PLEASE SUPPLY.
  
 1.THE METER FOR THE BUILDING (1-1/2")
 AND BACKFLOW PREVENTER HAVE BEEN MOVED,
 BUT IT NOW SITS IN FRONT OF THE DOORWAY.
 THE METER WILL NEED TO BE INSTALLED IN
 THE CITY SIDEWALK AND THE BACKFLOW
 PREVENTER MUST BE IN THE PLANTER,
 IMMEDIATELY BEHIND THE SIDEWALK.
  
  
 2.IRRIGATION MUST (1") MUST BE LOCATED
 IN THE CITY SIDEWALK, AT THE SAME
 LOCATION AS THE BUILDING METER, NOT
 WHERE IT IS SHOWN ON C-1 OR I-1. THE
 BACKFLOW PREVENTER MUST BE IN THE
 PLANTER, IMMEDIATELY BEHIND THE
 SIDEWALK.
  
 3.THERE IS A FIRE SPRINKLER HEAD
 PLAN,SHEETS FS-1 & 2, BUT NO DRAWING AS
 TO WHERE THEY WILL TIE-IN TO THE CITY
 SYSTEM.IT IS SUGGESTED THAT THE
 CONTRACTOR WHO INSTALLS THE DRINKING
 WATER METER ALSO INSTALL THE FIRE LINE
 SERVICE AT THE SAME TIME, TO SAVE TIME
 AND MONEY. THERE WILL NEED TO BE A
 DOUBLE CHECK DETECTOR CHECK INSTALLED ON
 THE FIRE LINE IN THE PLANTER IMMEDIATELY
 BEHIND THE SIDEWALK.
  
 4.ALL BACKFLOW PREVENTERS WILL NEED TO
 BE HIDDEN WITH LANDSCAPING.
  
 5. THE DETAILS USED FROM THE UTILITIES
 DEPARTMENT IS OLD ALL PIPE IN THE ROW ON
 THE SANITARY MUST BE SDR 26, SEE SHEET
 C-3.
  
 6.A COPY OF THE WATER AND SANITARY AS-
 BUILTS WILL NEED TO BE SUBMITTED TO
 ENGINEERING FOR THEIR RECORDS.
  
 SIDEWALK AND DRIVEWAY REQUIREMENTS:
  
 1.ALL BROKEN SIDEWALKS ALONG THE
 PROPERTY (ALL SIDES) MUST BE REPLACED.
  
 2.ALL DRIVEWAYS THAT WILL NOT BE USED
 MUST BE REMOVED AND THE REGULAR CURBS (&
 GUTTERS) MUST BE REPLACED.
  
 3.ALL BROKEN UP CURBS (& GUTTERS) MUST
 BE REPLACED.
  
 4.ALL DRIVEWAY APPROACHES MUST BE (AT A
 MINIMUM) PER CITY STANDARD DETAIL INDEX.
  
 5.ALL GRADES FOR CITY SIDEWALKS WILL BE
 SET BY THE CITY SURVEY CREW, CALL 659-
 8040 AND ASK FOR ED RYAN TO SET UP AN
 APPOINTMENT.
  
 SANITATION:
  
 IF TO BE PICKED UP BY THE CITY THEN THE
 FOLLOWING REQUIREMENTS MUST BE MET.IF
 THE CONTRACTOR WISHES TO CHANGE ANY OF
 THE FOLLOWING REQUIREMENTS HE WILL NEED
 TO MEET WITH PETE SPATARA OF THE
 SANITATION DIVISION AND SUBMIT THE
 CHANGES TO BUILDING AND ZONING FOR
 INCLUSION IN THE BUILDING PLAN SETS:
  
 1.DUMPSTER MUST HAVE A MINIMUM OF 12'-6"
 OPENING BETWEEN THE GATE POSTS.
  
 2.INTERIOR DIMENSIONS OF THE ENCLOSURE
 MUST BE A MINIMUM OF 12'-6" WIDE AND 12'
 DEEP.A CONCRETE PARKING STOP BARS 10'
 LONG MUST BE CENTERED (FROM GATES) AND
 INSTALLED 18" FROM THE BACK WALL.STEEL
 BARS WILL BE DRILLED THRU THE STOP BAR
 AND INTO THE INTERIOR FLOOR OF THE
 ENCLOSURE TO STOP THE STOP BAR FROM
 MOVING WHEN THE DUMPSTER IS SET INSIDE.
  
 3.THE OPENING OF THE DUMPSTER ENCLOSURE
 MUST BE ANGLED SO THAT A 40' LONG TRUCK
 WITH THE FORKS EXTENDED CAN APPROACH THE
 OPENING AND PICK UP THE DUMPSTER WITHOUT
 MAKING A SHARP TURN.
  
 THESE REVIEW COMMENTS (ENG 3 & 4)
 REPLACE ENG 1& 2.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2000-01-19 Cont ID  
Sent By dlauderm Date 2000-01-19 Time 08:42 Rev Time 2.00
Received By dlauderm Date 2000-01-19 Time 08:39 Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PROVISOS:
 STORMWATER:
 PLAN SHEET S1, STATES THAT THREE CAR
 GARAGE WILL BE BUILT "ON GRADE" AND
 GIVES THE GRADE OF 16.40 FOR THE GARAGE
 FLOOR (SEE SHEET C1).THE CITY ALLEY
 (LOOK AT SHEET C1) HAS A GRADE OF 17.33
 STARTING AT THE BACK OF SIDEWALK AT
 QUADRILLE AND DROPS 1.77 FEET TO 15.56
 JUST EAST OF THE GARAGE.YOU NEED TO
 INSURE THAT THE GARAGE WILL NOT BE
 FLOODED BY RUN OFF FROM THE ALLEY, THE
 CITY WILL NOT BE RESPONSIBLE FOR
 CHANGING THE GRADE OF THE ALLEY AND THE
 WEST END OF THE GRADE CAN NOT BE
 CHANGED. ADDITIONALLY IT IS DOUBTFUL
 THAT A CAR WILL BE ABLE TO MAKE A 90
 DEGREE TURN INTO THE GARAGE IN A 14'
 WIDE ALLEY.
 PRIOR TO THE START OF CONSTRUCTION THE
 FOLLOWING STORM WATER REQUIREMENTS MUST
 BE MET.
 SUBMIT COPIES OF THE INFORMATION LISTED
 BELOW TO BE ADDED TO DEAN LAUDERMILK FOR
 REVIEW AND INCLUSION WITH THE BUILDING
 PLANS.IF THIS IS NOT DONE THE CITY
 WILL NOT ALLOW THE WORK TO PROCEED:
 FOUR COPIES OF THE FOLLOWING MUST BE
 SIGNED AND SEALED BY A FLORIDA
 PROFESSIONAL ENGINEER (PE).
 1.CONSTRUCTION PLANS (SHEET C-3)
 2.DETAILS AND SPECIFICATIONS SHEET C-3),
 3.HYDRAULIC COMPUTATIONS AND SUPPORTING
 DOCUMENTATION (NOT SUPPLIED)
 4.IMPERVIOUS AREA COMPUTATIONS (NOT
 SUPPLIED)
  
 5.POLLUTION PREVENTION PLAN.(NOT
 SUPPLIED) THE POLLUTION PREVENTION PLAN
 SHALL BE KEPT ON SITE AT ALL TIMES
 DURING CONSTRUCTION. THE PLAN SHALL BE
 INSTALLED IN THE FIELD PRIOR TO ANY
 EARTHWORK. THE ENGINEER OF RECORD SHALL
 CERTIFY TO THE CITY, ON A MONTHLY BASIS,
 THAT THE PLAN IS WORKING PROPERLY AND AS
 DESIGNED. THE ENGINEER OF RECORD IS
 RESPONSIBLE TO CERTIFY IMPLEMENTATION OF
 THE PROVISIONS OF CITY ORDINANCE NO.
 3132-98 OF THE CITY CODE AT SUCH TIME
 THE PERMITTEE APPLIES FOR A CERTIFICATE
 OF OCCUPANCY FROM THE CITY BUILDING
 OFFICIAL.
 6.EVERY SIX MONTHS AFTER CONSTRUCTION A
 PE SHALL CERTIFY THAT THE PERMANENT
 POLLUTION PREVENTION STRUCTURES, DRY-WET
 WATER DETENTION FACILITIES, AND
 EXFILTRATION SYSTEMS ARE WORKING AS
 DESIGNED AND ARE IN GOOD OPERATING
 CONDITION. ALL CERTIFICATIONS MUST BE
 SUBMITTED TO:
 STORM WATER UTILITY ENGINEER
 CITY OF WEST PALM BEACH PUBLIC UTILITIES
 DEPARTMENT
 P.O. BOX 3366, WEST PALM BEACH, FL
 33402.
 THE CERTIFICATION MUST INCLUDE THE
 BUILDING PERMIT NUMBER, THE ADDRESS OF
 THE PROPERTY AND THE NAME OF THE
 ESTABLISHMENT/PROJECT CONSTRUCTED.
 WATER AND SANITARY:
 1.THE METERS FOR THE BUILDING (1-1/2")
 AND IRRIGATION (1") MUST BE LOCATED IN
 THE CITY SIDEWALK, AT THE POINT WHERE
 THE PLUMBING EXITS THE BUILDING (SEE
 SHEET P-1) NOT WHERE IT IS SHOWN ON C-1
 OR I-1. THE LOCATION AT THE EAST END OF
 THE PROPERTY IS TOO CLOSE TO THE NEXT
 PROPERTY LINE.THE LOCATION WEST OF THE
 ENTRANCE CAN ALLOW FOR THE BACKFLOW
 PREVENTERS TO BE HIDDEN WITH
 LANDSCAPING.
 2. THE DETAIL ON SHEET C-3 FOR THE NEW
 WATER LINE IS WRONG ALSO.THE TAP WILL
 BE 1-1/2 BY 2", THE COPPER AND ANGLE
 VALVE WILL BE 2" WHICH WILL ALLOW FOR A
 1-1/2" METER TO BE SET ON IT. SEE THE
 DETAIL ON SHEET C-6.
 3.A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN THE SANITARY SEWER LATERAL, ON THE
 PROPERTY, AT THE EDGE OF THE ALLEY.
 THIS IS NOT SHOWN ON SHEET C-1 BUT THERE
 IS A DETAIL ON SHEET C-4.
 4.THE DETAILS USED FROM THE UTILITIES
 DEPARTMENT IS OLD ALL PIPE IN THE ROW ON
 THE SANITARY MUST BE SDR 26.
 5.A COPY OF THE WATER AND SANITARY AS-
 BUILTS WILL BE SUBMITTED TO ENGINEERING
 FOR THIER RECORDS.
 SEE NEXT REVIEW FOR REST OF COMMENTS.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2000-01-19 Cont ID  
Sent By dlauderm Date 2000-01-19 Time 08:43 Rev Time 0.00
Received By dlauderm Date 2000-01-19 Time 08:42 Sent To  
Notes
2001-01-08 00:00:00SIDEWALK AND DRIVEWAY REQUIREMENTS:
 1.ALL BROKEN SIDEWALKS ALONG THE
 PROPERTY (ALL SIDES) MUST BE REPLACED.
 2.ALL DRIVEWAYS THAT WILL NOT BE USED
 MUST BE REMOVED AND THE REGULAR CURBS (&
 GUTTERS) MUST BE REPLACED.
 3.ALL BROKEN UP CURBS (& GUTTERS) MUST
 BE REPLACED.
 4.ALL DRIVEWAY APPROACHES MUST BE (AT A
 MINIMUM) PER CITY STANDARD DETAIL INDEX.
 5.ALL GRADES FOR CITY SIDEWALKS WILL BE
 SET BY THE CITY SURVEY CREW, CALL 659-
 8040 AND ASK FOR ED RYAN TO SET UP AN
 APPOINTMENT.
 SANITATION:
 IF GARBAGE IS TO BE PICKED UP BY CITY OR
 IF IT IS PRIVATE PICKUP, IF TO BE PICKED
 UP BY THE CITY THEN THE FOLLOWING
 REQUIREMENTS MUST BE MET.IF THE
 CONTRACTOR WISHES TO CHANGE ANY OF THE
 FOLLOWING REQUIREMENTS HE WILL NEED TO
 MEET WITH PETE SPATARA OF THE SANITATION
 DIVISION AND SUBMIT THE CHANGES TO
 BUILDING AND ZONING FOR INCLUSION IN THE
 BUILDING PLAN SETS:
 1.DUMPSTER MUST HAVE A MINIMUM OF 12'-6"
 OPENING BETWEEN THE GATE POSTS.
 2.INTERIOR DIMENSIONS OF THE ENCLOSURE
 MUST BE A MINIMUM OF 12'-6" WIDE AND 12'
 DEEP.A CONCRETE PARKING STOP BARS 10'
 LONG MUST BE CENTERED (FROM GATES) AND
 INSTALLED 18" FROM THE BACK WALL.STEEL
 BARS WILL BE DRILLED THRU THE STOP BAR
 AND INTO THE INTERIOR FLOOR OF THE
 ENCLOSURE TO STOP THE STOP BAR FROM
 MOVING WHEN THE DUMPSTER IS SET INSIDE.
 3.THE OPENING OF THE DUMPSTER ENCLOSURE
 MUST BE ANGLED SO THAT A 40' LONG TRUCK
 WITH THE FORKS EXTENDED CAN APPROACH THE
 OPENING AND PICK UP THE DUMPSTER WITHOUT
 MAKING A SHARP TURN.
 4.THE TRUCK NEEDS TO HAVE NO LESS THAN A
 16' HIGH VERTICAL CLEARANCE AREA FOR THE
 TRUCK TO PICK UP THE DUMPSTER. THE CLEAR
 AREA MUST OVER THE DUMPSTER AND WHERE
 THE TRUCK WILL BE STOPPED TO UNLOAD THE
 DUMPSTER.
 5.THE TRUCK NEEDS TO HAVE NO LESS THAN
 14' HIGH VERTICAL CLEARANCE AND 12'
 HORIZONTAL CLEARANCES FOR THE TRUCK TO
 DRIVE THROUGH.
 6.IT IS STRONGLY SUGGESTED THAT YOU ADD
 A RECYCLING CENTER TO YOUR DUMPSTER
 ENCLOSURE.
 7.THE GARBAGE TRUCK WILL NOT BE ABLE TO
 DRIVE INTO THE DUMPSTER AS DRAWN, IT
 SHOULD BE AT A 45 DEGREE ANGLE TO THE
 ALLEY WITH THE GATE FACING NORTHWEST.
 (CITY) IRRIGATION AND LANDSCAPE CONFLICT
 REQUIREMENTS:
 1.ANY LANDSCAPE DISRUPTED BY
 CONSTRUCTION SHALL BE REPAIRED AND OR
 REPLACED AT THE CONTRACTORS EXPENSE.
 2.IT IS THE CONTRACTORS RESPONSIBILITY
 TO MAINTAIN ANY CITY OWNED LANDSCAPING
 IF THE IRRIGATION SYSTEM IS DISRUPTED.
 3.ANY TREES NEEDING TO BE REMOVED AND OR
 RELOCATED SHALL BE AT THE DIRECTION OF
 THE GROUNDS OPERATIONS DIVISION
 SUPERINTENDENT (659-8044) AT THE
 CONTRACTORS EXPENSE.
 4.ANY IRRIGATION SYSTEM REPAIRED OR
 REPLACED OR ANY CONDUITS LAID FOR FUTURE
 SYSTEMS SHALL BE AT THE DIRECTION OF THE
 GROUNDS OPERATIONS DIVISION
 SUPERINTENDENT AT THE CONTRACTORS
 EXPENSE AND SHALL BE "AS-BUILT" BY THE
 CONTRACTOR THRU A PE OR LAND SURVEYOR.
 A COPY OF THE IRRIGATION AS-BUILTS WILL
 BE SUBMITTED TO ENGINEERING FOR THIER
 RECORDS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2000-08-29 Cont ID  
Sent By mcarsill Date 2000-08-29 Time 16:02 Rev Time 0.00
Received By mcarsill Date 2000-08-29 Time 16:02 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 1999-11-30 Cont ID  
Sent By rturnque Date 1999-11-30 Time 16:09 Rev Time 0.50
Received By rturnque Date   Time   Sent To  
Notes
2001-01-08 00:00:00ALL STORAGE ROOMS AND A/C ROOMS ON THE
 SECOND FLOOR SHALL POSSESS RATED, 45
 MINUTE, SELF CLOSING FIRE DOORS
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2000-09-01 Cont ID  
Sent By ndenmark Date 2000-09-01 Time 14:07 Rev Time 0.33
Received By ndenmark Date 2000-09-01 Time 14:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 1999-12-06 Cont ID  
Sent By ndenmark Date 1999-12-06 Time 14:58 Rev Time 0.33
Received By ndenmark Date 1999-12-06 Time 14:58 Sent To  
Notes
2001-01-08 00:00:00PROVISO
 OVERFLOW PROTECTION REQUIRED ON ALL AHU
 MINIMUM CLEARANCE BETWEEN ROOF SURFACE
 AND BOTTOM OF ROOF STAND IS 18"
Review Stop P PLUMBING
Rev No 4 Status F Date 2000-08-31 Cont ID  
Sent By tlarge Date 2000-08-31 Time 18:21 Rev Time 0.75
Received By tlarge Date 2000-08-31 Time 18:19 Sent To  
Notes
2001-01-08 00:00:001)SINK IN KITCHEN AREA SHALL COMPLY W/
 FACBC SEC.4.24.1-4.24.7.SEE ROOM #207.
  
 2)WATER HEATER SHALL BE READILY ACCESS-
 IBLE PER SPC SEC.501.7.SUPPLY FIXED
 LADDER AND PLATFORM OR RELOCATE WATER
 HEATER TO FLOOR.
  
 3)ONLY 4 FIXTURES PERMITTED ON 1/2"H.W.
 COUNTYWIDE AMENDMENTS TO SPC SEC.607.7.
  
 CALL 561-659-8096,EXT.8377 IF YOU HAVE
 ANY QUESTIONS.
 TIMOTHY LARGE
 PLUMBING PLANS EXAMINER.
Review Stop P PLUMBING
Rev No 3 Status P Date 2000-04-20 Cont ID  
Sent By tlarge Date 2000-04-20 Time 15:52 Rev Time 1.50
Received By tlarge Date 2000-04-20 Time 15:52 Sent To  
Notes
2001-01-08 00:00:00DELETE 2ND.FLR.TOILET ROOM.MIN.FIXTURE
 REQS.OK.PER TABLE 407 OF SPC.
Review Stop P PLUMBING
Rev No 2 Status P Date 2000-02-15 Cont ID  
Sent By tlarge Date 2000-01-07 Time 18:19 Rev Time 1.25
Received By tlarge Date 2000-01-07 Time 18:19 Sent To  
Notes
2001-01-08 00:00:00THE AMOUNT OF REQUIRED PLUMBING FIXTURES
 SHALL COMPLY W/SPC TABLE 407.
 THE CALCULATIONS SUBMITTED BY REG ARCH.
 FOR REQD.FIXTURES DON'T COMPLY W/SPC.
 NO PROVISIONS ARE SHOWN FOR FUTURE
 PLUMBING.
  
 SUBMIT HANDICAP DETAIL FOR DRINKING
 FOUNTAIN.COMPLY W/FACBC SEC.4.15.
  
 CALCULATIONS FOR OVERFLOW DRAINAGE ARE
 NOT CLEAR.SUBMIT CORRECT CALCULATIONS.
 COMPLY W/SPC SEC.1109.1,1109.3,AND
 APPENDIX "A" AND TABLE A101.2 OF SPC.
  
 SHT.P-2-SQ.FT.AREA ON ROOF DRAINS DOES
 NOT MATCH SHT.P-4.CLARIFY.
  
 RELIEF LINE SHALL DISCHARGE TO EXTERIOR
 PER COUNTYWIDE AMENDMENTS TO SPC SEC.
 507.6.
  
 VENTS FOR TOILET ROOMS SHALL BE 3" PER
 TABLE 920.2.
  
 SIZING OF HORIZONTAL SANITARY DRAINS
 SHALL COMPLY W/SPC TABLE 714.1.(TOILET
 ROOMS)AND 714.2.
 APPROVED PLUMBER TO SUBMIT SEPERATE
 PERMIT PRIOR TO STARTING ANY WORK. WRS
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-02-15 Cont ID  
Sent By tlarge Date 1999-11-20 Time 07:45 Rev Time 1.75
Received By bstaples Date 1999-11-20 Time 07:45 Sent To  
Notes
2001-01-08 00:00:00CLEARLY SHOW INSIDE DIMENSIONS OF TOILET
 ROOMS.(L X W)COMPLY W/FACBC SEC.4.16.2
 AND FIG.28.
  
 CLEARLY SHOW HEIGHT DIMENSIONS OF ALL
 HANDICAP FIXTURES AND APPURTENANCES.
 COMPLY W/FACBC 1997 ED.
  
 SHOW FIXTURE CLEARANCE OF H.C.WATER
 CLOSETS.COMPLY W/FIGURE 28 OF FACBC.
  
 A DRINKING FOUNTAIN IS REQD.ON EACH
 FLOOR AND SHALL BE H.C.ACCESSIBLE PER
 SPC 407 & FACBC 4.1.3.(10)(A).
  
 INDICATE OCCUPANT LOAD PER TABLE 407 OF
 SPC AND COMPLY W/TABLE 407 FOR TYPES &
 AMOUNT OF PLBG.FIXTURES REQD.
  
 SUBMIT CALCULATIONS FOR OVERFLOW DRAIN-
 AGE REQS.PER SBC SEC.1604.6.2.,
 1517.6.4.3
  
 WALLS IN TOILET ROOMS SHALL BE NON-
 ABSORBENT TO A HEIGHT OF 4'PER SBC
 1204.2.
  
 2" PIPE SHALL BE SLOPED A MIN. OF 1/4"
 PER FT. PER SPC 705.2.
  
 WATER SUPPLY CONTROL SHALL COMPLY W/SPC
 SEC.610.4.2.
  
 WATER HEATER SHALLBE READILY ACCESS-
 IBLE PER SPC SEC.501.7.PROVIDE A FIXED
 LADDER OR RELOCATE EWH TO FLOOR.
 HEATER ON FLOOR.
  
 WATER RISER SHOWS 1/2" LINE SUPPLYING
 C.W.SYSTEM.COMPLY W /SPC SEC.607.
Review Stop Z ZONING
Rev No 2 Status P Date 1999-11-19 Cont ID  
Sent By gjoyce Date 1999-11-19 Time 10:45 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status N Date 1999-10-18 Cont ID  
Sent By gjoyce Date 1999-10-18 Time 09:29 Rev Time 0.25
Received By bstaples Date   Time   Sent To  
Notes
2001-01-08 00:00:00NEEDS DAC REVIEW JOE HAS PLANS


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