Plan Review Details - Permit 00050833
Plan Review Stops For Permit 00050833
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2000-08-02 Cont ID  
Sent By hpiskura Date 2000-08-02 Time 15:49 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-06-16 Cont ID  
Sent By hpiskura Date 2000-06-16 Time 14:11 Rev Time 0.00
Received By hpiskura Date 2000-06-12 Time 09:38 Sent To Z
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2001-12-05 Cont ID  
Sent By dpalmer Date 2001-12-05 Time 07:33 Rev Time 0.00
Received By dpalmer Date 2001-12-05 Time 07:33 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-07-27 Cont ID  
Sent By dpalmer Date 2000-07-27 Time 09:03 Rev Time 0.00
Received By dpalmer Date 2000-07-27 Time 09:02 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2000-05-30 Cont ID  
Sent By dpalmer Date 2000-05-30 Time 17:57 Rev Time 0.00
Received By dpalmer Date 2000-05-30 Time 17:57 Sent To  
Notes
2001-01-08 00:00:00***************** UNSAT ****************
  
 1)NOTE: PLEASE SUBMIT LOAD CALCULATION
 SHOWING DETAIL/BREAKDOWN OF CALCS.
 YOU HAVE NOTE ON PLAN FOR CONTINUOUS
 LOADS? PLEASE SHOW IT IN THE CALCULATION
 FOR ALL CONTINUOUS LOADS. (LIGHTING ETC)
  
 2)NOTE: PLEASE NOTE THAT THE MDP NEEDS
 TO CORRELATE WITH THE LOADS SHOWN ON
 PANELS. PLEASE MATCH UP.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. PLANS WOULD HAVE PASSED WITH A
 PROVISO, BUT WERE COMING BACK FOR PLUMB
 COMMENTS. IF THERE ARE ANY QUESTIONS
 PLEASE CALL 659-8096 EXT 8372

Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2000-08-18 Cont ID  
Sent By mgonzale Date 2000-08-18 Time 13:43 Rev Time 1.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00PASSED

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2000-08-09 Cont ID  
Sent By mgonzale Date 2000-08-09 Time 15:04 Rev Time 1.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00FAILED
 TOO MANY COMMENTS MUST BE ADDRESSED
 1- 6" GRAVITY SEWER LATERALS REQUIRED ON
 CITY ROW.4" IS ALLOWED ON PRIVATE
 PROPERTY.
 2- SHOW SIZES OF EXISTING DIP WM AS BEIN
 G 6" AND PLACE NOTE TO BE FIELD VERIFIED
 3- PLACE METER ON SIDEWALK
 4- PLEASE SHOW FULL EXTENT OF ALL SANITA
 RY LINES AND WATER LINE UP TO THE BUILDI
 NG. MEASURE AND SEE IF ANY DEP PERMITS
 WILL BE REQUIRED.
 5-CORRECT DIRECT TAP NOTE TO REFLECT
 EXISTING PIPE SIZE THAT YOU WILL BE
 CONNECTING TO.
 6- SDR 26 PVC IS THE MINIMUM REQUIREMENT
 FOR SANITARY SEWER SERVICES OUT IN R.O.W
 7- PROVIDE ON PLAN THE SUNSHINE LOCATING
 NOTE 1 800 432 4770
 8- PLEASE PROVIDE ON PLAN THE PERVIOUS
 AND IMPERVIOUS INFORMATION IN ACRES AND
 IN SQUARE FEET.
 9- SHOW POLLUTION CONTROL FENCE AROUND
 CONSTRUCTION SITE AND POLLUTION CONTROL
 DEVICES.
 10- THE 6" STUB MUST BE INSTALLED AFTER
 DDCV. (SEE PLAN)
 AFTER PLAN HAS BEEN SUBMITTED PLEASE
 FILL THE PRODUCT SUBMITTAL LIST AND
 RETURN TWO COPIES ONE FOR OUR INSPECTOR
 AND ON FOR THE FILE.
 ANY QUESTIONS MAY BE DIRECTED TO MANNY
 GONZALEZ AT PUBLIC UTILITIES
 1000 45TH STR WPB FL 33407
 561 659 8040 PLEASE RETURN MARK-UP
 ALONG WITH THE TWO NEW REVISED SETS.

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2000-06-05 Cont ID  
Sent By mgonzale Date 2000-06-05 Time 14:33 Rev Time 3.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00PROVIDE WATER AND SEWER PLAN SHOWING
 THE FOLLOWING ITEMS:
 CONNECTIONS OF WATER SERVICE WILL BE
 THRU DIRECT TAPS ONLY. PROVIDE SIZE
 (NO TAPPING SADDLES WILL BE ALLOWED)
 SHOW EXIST. METER LOCATION AND NOTE
 METER TO BE SHUT OFF, CUT AND PLUGGED.
  
 NEW METER LOCATION MUST BE JUST OUT SIDE
 OF RIGHT OF WAY ON THE SIDEWALK WITH
 LOCKING METER BOX LID AND TOUCH READ
 HOLE.THE DOUBLE CHECK DETECTOR ASSEMBL
 Y MUST JUST INSIDE PROPERTY LINE/R.O.W.
 LINE.
  
 SHOW EXISTING WATER AND SEWER LINE
 LOCATIONS ALONG SAQUOIA DRIVE.
 FOR LOCATION OF THESE LINE YOU MAY
 CONTACT OUR CAD DEPARTMENT AT 659-8040
 EXT. 2303
 FOR SEWER CONNECTION YOU MAY CONNECT TO
 EXISTING SANITARY SEWER SERVICE LINE IF
 IT IS 6" OR HIGHER, THIS WOULD COST
 EFFECTIVE TO THE PROPERTY OWNER.
  
 AN 18" MINIMUM SEPARATION IS REQUIRED
 BETWEEN ALL WATER AND SEWER.
  
 A 6" MINIMUM SEPERATION WILL BE REQUIRED
 BETWEEN SANITARY AND STORM.
  
 WHEN CONNECTION NEW SEWER SERVICE TO
 NEW PARISH HALL THE BATHROOMS CONNECTION
 S MUST BE CONNECTED AFTER THE GREASE
 TRAP.A CLEAN OUT WILL BE REQUIRED AT
 EVERY TURN OR EVER 100 L.F. OF STRAIGHT
 RUN. A CLEAN OUT IS REQUIRED JUST INSIDE
 OF PROPERTY LINE.
 NO STORM PLAN HAS BEEN SUBMITTED.
 SEE ATTACHED OUR STORM WATER UTILITY
 REQUIREMENTS.
  
 SINCE THERE IS A MINIMAL AMOUNT OF STORM
 YOU MAY INCLUDE IT IN WATER AND SEWER
 PLAN.
  
 YOU MUST ALSO PROVIDE THE CITY'S
 STANDARD DETAILS THAT MAY APPLY. EITHER
 CREATE A NEW SHEET OR YOU MAY INCLUDE
 THEM ON THIS SHEET IF THEY FIT.
  
 ONCE PLANS HAVE BEEN APPROVED THE
 CONTRACTOR MUST SUPPLY SHOP DRAWINGS
 FOR APPROVAL BY CITY OF WEST PALM BEACH
 PUBLIC UTILITIES ENGINEERING DEPARTMENT
 ATTENTION MANNY GONZALEZ, PROJECT SPECIA
 LIST. LOCATION: 1000 45TH ST. SUITE 9
 WEST PALM BEACH, FL 33407 (561) 659-8040
 EXT. 2306
  
 ALL PAVEMENT CUT TO INSTALL SERVICES
 MUST BE NOTED AND REFERENCED TO THE
 OUR STANDARD PAVEMENT REPLACEMENT DETAIL
  
 THE WATER SEWER AND DRAINAGE MUST BE
 DESIGNED, SIGNED AND SEALED BY A FLORIDA
 REGISTERED CIVIL ENGINEER.

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2001-12-10 Cont ID  
Sent By mcarsill Date 2001-12-10 Time 14:17 Rev Time 0.00
Received By mcarsill Date 2001-12-10 Time 14:17 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2000-07-18 Cont ID  
Sent By rturnque Date 2000-07-18 Time 09:57 Rev Time 0.25
Received By rturnque Date   Time   Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2000-07-18 Cont ID  
Sent By rturnque Date 2000-06-06 Time 14:06 Rev Time 1.00
Received By rturnque Date   Time   Sent To  
Notes
2001-01-08 00:00:00 
  
  
 1.FIRE ALARM SYSTEM SHALL BE CLASS "A"
 OR ADDRESSABLE.PROVIDE SPEAKER STROBES
 IN EACH SECOND FLOOR MEETING ROOM.
 2.KITCHEN HOOD EXTINGUISHING SYSTEM
 SHALL BE CONNECTED TO THE FIRE ALARM
 SYSTEM.
 4. INTERIOR FINISH SHALL THROUGHOUT
 SHALL BE CLASS A OR B.
 5.PROVIDE PANIC HARDWARE ON ALL
 DESIGNATED EXIT DOORS SUBJECT TO 100 OR
 MORE PERSONS.(PARISH HALL,NORTH & SOUTH
 EXIT CORRIDORS,&DOORS LEADING TO STAIRS)
 6. DOORS 36 AND 37 SHALL SWING IN THE
 DIRECTION OF EXIT TRAVEL.

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2001-12-10 Cont ID  
Sent By pkrauss Date 2001-12-08 Time 11:54 Rev Time 1.30
Received By pkrauss Date 2001-12-08 Time 11:35 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-08-07 Cont ID  
Sent By pkrauss Date 2001-08-07 Time 15:43 Rev Time 0.30
Received By pkrauss Date 2001-08-07 Time 15:43 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2000-07-24 Cont ID  
Sent By cthirben Date 2000-07-24 Time 09:01 Rev Time 1.00
Received By cthirben Date 2000-07-24 Time 09:01 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2000-06-09 Cont ID  
Sent By ndenmark Date 2000-06-09 Time 13:11 Rev Time 2.00
Received By ndenmark Date 2000-06-09 Time 13:11 Sent To  
Notes
2001-01-08 00:00:00**************DENIED********************
 1) EXHAUST FAN #7 SERVES FIRST FLOOR
 SPACE, INTERLOCKED WITH SECOND FLOOR
 EQUIPMENT. INTERLOCK TO EQUIPMENT WHICH
 SERVES FLOOR INVOLVED.
 2) EQUIPMENT UNIT DATA CONFLICTS WITH
 VOLUME OF AIR DELIVED TO SPACE. CORRECT
 TO REFLECT EQUIPMENT MATCHING SPACE
 REQUIREMENTS
 3) AIR CONDITIONING UNIT DATA SHOWS
 UNIT #5 AND #6. THESE UNITS ARE NOT
 INDICATED ON PLAN. WHAT AREAS DO THESE
 SERVE?
 4) PROVIDE AIR BALANCE SCHEDULE TO SHOW
 COMPLIANCE WITH 1997 SMC 501.2

Review Stop P PLUMBING
Rev No 4 Status P Date 2000-08-11 Cont ID  
Sent By tlarge Date 2000-08-11 Time 10:58 Rev Time 0.75
Received By tlarge Date 2000-08-11 Time 10:58 Sent To  
Notes
2001-01-08 00:00:00*****************PROVISO****************
  
 1)DETAILS AND CALCULATIONS SHALL BE
 SUBMITTED FOR SECONDARY ROOF DRAINAGE
 SYSTEM.COMPLY W/SPC SECX.1109.1-1109.3
 AND APPENDIX"A".INCLUDE 1/2 THE AREA OF
 THE PARAPET WALL PER SPC SEC.1108.3.
 SHOW THE CALCULATIONS PER THE ABOVE
 NOTED CODE SECTIONS AND SIZE THE
 SCUPPERS ACCORDINGLY.THE SCUPPERS FOR
 THE HIGH ROOF ARE DRAINING ONTO THE LOW
 ROOF.WHERE IS THE SECONDARY DRAINAGE
 FOR THE LOW ROOF?PROVIDE CALCULATIONS
 THAT THE 2-4" ROOF DRAINS WILL HANDLE
 THE ADDITIONAL LOAD.PLANS SHALL BE
 SUBMITTED FOR REVIEW WITHIN 7 DAYS.

Review Stop P PLUMBING
Rev No 3 Status F Date 2000-08-10 Cont ID  
Sent By tlarge Date 2000-08-10 Time 19:58 Rev Time 0.75
Received By tlarge Date 2000-08-10 Time 19:58 Sent To  
Notes
2001-01-08 00:00:00AS PREVIOUSLY REQUESTED-SUBMIT DETAILS
 AND CALCULATIONS FOR SECONDDARY ROOF
 DRAINAGE SYSTEM.COMPLY W/SPC SEC.1109.1-
 1109.3 AND APPENDIX "A".INCLUDE 1/2 THE
 AREA OF THE PARAPET WALL PER SPC 1108.3.
 SHOW THE CALCULATIONS PER THE ABOVE
 NOTED CODE SECTIONS AND SIZE THE
 SCUPPERS ACCORDINGLY.THE SCUPPERS ARE
 SHOWN DRAINING ONTO THE LOW ROOF.WHERE
 IS THE SECONDARY SYSTEM FOR THIS AREA &
 PROVIDE CALCULATIONS THAT THE 2-4"ROOF
 DRAINS WILL HANDLE THE ADDITIONAL LOAD.

Review Stop P PLUMBING
Rev No 2 Status F Date 2000-08-04 Cont ID  
Sent By tlarge Date 2000-08-04 Time 17:16 Rev Time 3.00
Received By tlarge Date 2000-08-04 Time 15:27 Sent To  
Notes
2001-01-08 00:00:001)LAVATORIES ARE REQD.IN THE HANDICAP
 STALLS ON THE 2ND.LEVEL.FACBC SEC.4.17.3
  
 2)SHOW THE LENGTH AND WIDTH OF THE
 HANDICAP STALLS ON THE FIRST AND SECOND
 LEVELS.COMPLY W/FACBC SEC.4.17.3.AND
 FIG.30.(MIN.WIDTH SHALL NOT BE LESS THAN
 83".)
  
 3)SUBMIT DETAILS AND CALCULATIONS FOR
 SECONDARY ROOF DRAINAGE SYSTEM.COMPLY W/
 SPC SEC.1109.1-1109.3.AND APPENDIX "A".
  
 4)SUBMIT DETAIL OF GREASE TRAP.COMPLY
 W/CITY OF WPB REQS.(SEE ATTACHED).
 SUBMIT APPROVAL FORM FROM CITY OF WPB
 UTILITIES.CONTACT R.COMPO AT 561-835-
 7423.
  
 5)WATER CLOSETS NOT PERMITTED ON WET
 VENTS PER COUNTYWIDE AMENDMENTS TO SPC
 SEC.911.1.1.
  
 6)CLEANOUTS IN BLDG.SEWER SHALL BE
 SPACED PER SPC 710.2.4.
  
 7)DRINKING FOUNTAIN SHALL COMPLY W/FACBC
 SEC.4.1.3.(10)(A).PROVISIONS SHALL BE
 MADE FOR PEOPLE WHO HAVE TROUBLE BENDING
 OR STOOPING.
  
 IF YOU HAVE ANY QUESTIONS CALL
 561-659-8096,EXT.8377.
  
 TIMOTHY LARGE
 PLUMBING PLANS EXAMINER

Review Stop P PLUMBING
Rev No 1 Status F Date 2000-05-26 Cont ID  
Sent By tlarge Date 2000-05-26 Time 19:07 Rev Time 1.00
Received By tlarge Date 2000-05-26 Time 18:30 Sent To  
Notes
2001-01-08 00:00:00SUBMIT DETAILS ON THE TYPES OF FUNCTIONS
 AND ACTIVITIES TAKING PLACE IN THE
 STRUCTURE.COUNTYWIDE AMENDMENTS TO SPC
 SEC.104.2.1.
  
 LAVATORIES ARE REQD.WITHIN THE H.C.
 ACCESSIBLE STALLS PER FACBC SEC.4.17.3.
  
 SIZE OF ACCESSIBLE STALLS SHALL COMPLY
 W/FACBC SEC.4.17.3.
  
 A H.C.ACCESSIBLE STALL IS REQD.IN EACH
 TOILET ROOM PER FACBC 4.1.3.(11).
 (UNISEX TOILET ROOM WILL NOT SUFFICE)
  
 TOILET ROOMS SHALL HAVE WAINSCOTING UP
 TO 4' PER SBC SEC.1204.2.
  
 SHT.ME-2-SHOWS 6"ROOF DRAIN LINE
 DRAINING INTO 4"LINE.COMPLY W/SPC 307.5,
 709.1,709.2.
  
 SUBMIT COMPLETE STORM DRAINAGE ISOMETRIC
 SHOWING SQ.FT.AREA OF ROOF DRAINED BY
 EACH DRAIN AND PROVISIONS FOR SECONDARY
 (EMERGENCY )DRAINAGE.
  
 SHT.P1-WATER SERVICE AND SEWER CANNOT BE
 RUN IN THE SAME TRENCH PER SPC 307.5.
  
 CONTACT CITY OF WEST PALM BEACH UTILITY
 DEPT.FOR GREASE TRAP APPROVAL.SUBMIT
 COPY OF APPROVAL FORM.CONTACT R.COMPO
 AT 835-7423.
  
 DISHWASHER SHALL DISCHARGE TO SANITARY
 PER CITY OF WPB ORDINANCE.
  
 PVC INSTALLED ON ROOF SHALL BE SUPPORTED
 AT 4' INTERVALS PER SPC SEC.310.3.6.
  
 SHT.P4-2ND.FLR.SANITARY-DRY VENTS NOT
 PERMITTED PER SPC 906.2.1.
  
 WATER CLOSET NOT PERMITTED ON WET VENT
 PER COUNTYWIDE AMENDMENTS TO SPC SEC.
 911.1.1.
  
 A PERMIT MAY BE REQD.FROM DEPT.OF
 ENVIRONMENTAL PROTECTION FOR THE WATER
 AND SEWER LINES.

Review Stop Z ZONING
Rev No 1 Status P Date 2000-06-22 Cont ID  
Sent By hpiskura Date 2000-06-16 Time 14:11 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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