Plan Review Details - Permit 02101075
Plan Review Stops For Permit 02101075
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-04-08 Cont ID  
Sent By hpiskura Date 2003-04-08 Time 08:58 Rev Time 0.00
Received By hpiskura Date 2003-04-08 Time 08:58 Sent To  
Notes
2003-04-08 00:00:00OWES IMPACT FEES.
  
 MEZZANINE AREA 1373 SF WAS NOT INCLUDED
 WITH SITE DATA SHEET A1
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-03-28 Cont ID  
Sent By hpiskura Date 2003-03-28 Time 15:23 Rev Time 0.00
Received By hpiskura Date 2003-03-28 Time 13:43 Sent To  
Notes
2003-03-28 00:00:00THE EXIT STAIRS FROM THE MEZZANINE ARE
 REQUIRED TO BE ENCLOSED IN FIRE RATED
 CONSTRUCTION IN ACCORDANCE WITH FBC
 1005.7.3.THE TRAVEL DISTANCE EXCEEDS
 75'.
  
 PORTAFAB PLANS SHEET 1 OF 3.WHAT ARE
 THE "SUPPORT BOARDS"
  
 WHAT ARE THE COLUMNS THAT SUPPORTS THE
 W10X39?INCLUDE THE CONNECTION AT THE
 BOTTOM.
  
 WHAT DO THE W10X15 BEAMS REST ON AT THE
 WALL ENDS?COLUMNS? THE VINYL AND
 PAPERWALL PANELS?
  
 WHAT IS THE DECKING SHOWN AS "DUST
 COVER"HOW IS IT FASTENED THE W10
 BEAMS?
  
 WHAT IS THE RISE AND RUN OF THE
 "U-SHAPED BOCA STAIR"?HANDRAIL
 DETAILS?LANDING CONSTRUCTION AND
 SUPPORT?DESIGN LOAD?
  
 ALSO, PLEASE PROVIDE A COPY OF THE
 STRUCTURAL CALCULATIONS DEMOSTRATING
 THE MEZZANINE CAN SUPPORT THE MINIMUM
 125 PSF LIVE LOAD.
  
 AS PREVIOUSLY NOTED IMPACT FEES MUST BE
 PAID TO THE COUNTY BEFORE A PERMIT MAY
 BE ISSUED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-01-28 Cont ID  
Sent By hpiskura Date 2003-01-28 Time 15:54 Rev Time 0.00
Received By hpiskura Date 2003-01-28 Time 14:17 Sent To  
Notes
2003-01-28 00:00:00PLEASE PROVIDE A RECENT PROPERTY SURVEY
 AS PREVIOUSLY REQUESTED.SEE FBC 104.2.
 4 AS AMENDED BY THE CITY.
  
 PROVIDE CONSTRUCTION DETAILS FOR THE
 MEZZANINE AND STAIRS OR THE DESIGN
 INFORMATION IN ACCORDANCE WITH GOOD
 ENGINEERING PRACTICE. SEE THE FAC
 61G15-30, RESPONSIBILITY RULES COMMON
 TO ALL ENGINEERS.
  
 THE FOUNDATION REQUIREMENTS OF FBC 1803.
 2 MUST BE ACCOMPLISHED BEFORE
 CONSTRUCTION.
  
 IMPACT FEE PAYMENT AND A RESIDENT
 INSPECTOR AS PREVIOUSLY NOTED WILL NEED
 TO BE ADDRESSED BEFORE A PERMIT MAY BE
 ISSUED.
  
 PRODUCT APPROVALS FOR THE ROOF COVERING,
 WINDOWS AND DOORS MUST ACCOMPANY THIS
 PERMIT APPLICATION ORSEPARATE PERMITS
 AND FEES WILL BE REQUIRED FOR THOSE
 PORTIONS OF THE WORK.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-11-26 Cont ID  
Sent By hpiskura Date 2002-11-26 Time 11:40 Rev Time 0.00
Received By hpiskura Date 2002-11-25 Time 08:40 Sent To  
Notes
2002-11-26 00:00:00PLEASE PROVIDE A RECENT SIGNED SEALED
 AND DATED PROPERTY SURVEY.
  
 PROVIDE CONSTRUCTION DETAILS FOR THE
 MEZZANINE/SECOND FLOOR.IF THE DESIGN
 IS TO BE DELEGATED SEE THE
 RESONSIBILITY RULES FOR ENGINEERS AS TO
 THE INFORMATION REQIRED ON THE PLANS.
  
 A DEMONSTRATION FOR THE REQUIREMENTS OF
 FBC 1803.2 REGARDING THE FOUNDATIONS TO
 BE CONSTRUCTED ADJACENT TO THE PROPERTY
 LINE BEING ADDRESSED IS NECESSARY WHERE
 APPLICABLE.
  
 THE EGRESS DOOR AT THE NORTH EAST
 CORNEROF THE BUILDING APPEARS THAT IT
 WILL BE OBSTRUCTED BY THE PARKING
 SPACES.SEE FBC 1010.1.
  
 IF TEST AND OR NOTICE OF ACCEPTANCE
 REPORTS FOR THE DOORS, WINDOWS, AND
 ROOF COVERING ARE NOT INCLUDED WITH
 THIS PERMIT AND PLANS, A SEPARATE
 PERMIT, PLANS AND FEES WILL BE REQUIRED
 FOR THAT WORK.
  
 SHOW THE STRUCTURAL DESIGN INFORMATION
 IN ACCORDANCE WITH FBC 1606.1.7.
  
 ALSO, SHOW THE SOIL DESIGN PRESSURE
 ASSUMED.NOTE WHAT METHOD OF WIND
 DESIGN WAS USED.FBC 1606.2,ASCE
 7-98 SIMPLIFIED OR ANALYTICAL.SEE FBC
 1609.4.3 FOR REDUCTIONS AND LOAD
 COMBINATIONS PERMITTED.
  
 SECTION KS1 ON S4 SHOWS A HORIZONTAL
 PROJECTION OF INDETERMINATE LENGTH AND
 THE ARCHITECTURAL PLANS INDICATE A
 CANVAS CANOPY ON A4.PLEASE CLARIFY.
  
 PROVIDE CALCULATIONS FOR THE ROOF
 DRAINAGE TO DEMONSTRATE COMPLIANCE WITH
 FBC 1511.6.4
  
 FOR PROJECTS OF THIS SCOPE A RESIDENT
 INSPECTOR IS REQUIRED.CONTACT DON
 NEELY AT 561-659-8096 X 8333 FOR MORE
 INFORMATION.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO THE
 COUNTY, 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.
  
 THE NOTICE OF COMMENCEMENT IS FOR LAND
 CLEARING, PLEASE PROVIDE A NOC FOR THE
 SCOPE OF WORK PROPOSED IN THIS PERMIT.
  
 PROVIDE A DESCRIPTION OF THE TYPE OF
 WORK THAT IS PROPOSED TO TAKE PLACE IN
 THIS BUILDING AND THE NATURE,
 CHARACTERISTICS AND REPRESENTATIVE
 QUANTITIES OF MATERIALS TO BE USED SO
 THAT COMPLIANCE WITH FBC 308 MAY BE
 DETERMINED.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-05-13 Cont ID  
Sent By dpalmer Date 2003-05-13 Time 12:08 Rev Time 0.50
Received By dpalmer Date 2003-05-13 Time 12:08 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-03-24 Cont ID  
Sent By dpalmer Date 2003-03-24 Time 11:02 Rev Time 0.75
Received By dpalmer Date 2003-03-24 Time 11:02 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-02-06 Cont ID  
Sent By dpalmer Date 2003-02-06 Time 18:34 Rev Time 0.75
Received By dpalmer Date 2003-02-06 Time 18:34 Sent To  
Notes
2003-02-06 00:00:00************** UNSAT ***************
  
 PLEASE NOTE, SOME NOTES FROM
 FIRST REVIEW STILL NEED TO BE ADDRESSED.
  
 1)NOTE: PLEASE SEE OCP FOR AHU`S 1&2,
 SHOWS 40A OCP FOR 10KW HEAT(MECH PLANS)
 PLEASE ADJUST AQND CORRELATE MECH AND
 ELECTRICAL PLANS. PLEASE ALSO SIZE OF
 OCP PER 424-3 IF AHU'S ARE INDEED 10KW
 AS SHOWN ON M SHEETS. PLEASE SEE LOADS
 SHOWN ON PANEL SCHEDULE, LOAD SHOWN
 EXCEEDS LOADS SHOWN ON LOAD CALCULATIONS
 FOR CHILLER/COND UNITS. THE HIGHER OF
 THE TWO LOADS NEED TO BE SHOWN IN LOAD
 CALCS. PLEASE RE-DO LOAD CALCULATIONS
 TO REFLECT LOADS OF AHU`S . SHOWN AT
 4.3 PER PHASE (CHILLERS AT 3.3 PER PHASE
 )??
  
 2)NOTE: PLEASE SHOW ALL CONTINUOUS LOADS
 AT 125%. 215-3,230-42 ETC.
  
 3)NOTE: PLEASE PLACE NOTE ON E-2,
 "NO HAZARDOUS MATERIALS TO BE USED AND
 DOES NOT MEET ANY LOCATIONS IN ART 500
 IN THE NEC".
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
  
  
 PLEASE SEE FIRE REVIEW COMMENTS THAT
 WILL AFFECT ELECTRICAL PLANS.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-11-20 Cont ID  
Sent By dpalmer Date 2002-11-20 Time 09:34 Rev Time 1.00
Received By dpalmer Date 2002-11-20 Time 09:34 Sent To  
Notes
2002-11-20 00:00:00*************** UNSAT **********
  
 1)NOTE: PLEASE SEE SERVICE ENTRANCE
 CONDUCTORS. NEED TO BE SIZED PER
 240-3C/ 310-16/ 110-14
  
 2)NOTE: PLEASE CLARIFY LOADS AND OCP
 FOR AHU`S. 1&2. MAX OCP? W/ MECH PLANS
 AND UNIT LOADS.
  
 3)NOTE: PLEASE CLARIFY AND PROVIDE
 INFORMATION FOR TYPE OF MATERIALS IN
 GRANULATOR AREA AND MOLDING AREA.
 PLEASE PROVIDE TYPE OF GRANUALS/GRINDING
 PROCESS. PROVIDE CLASS/DIVISION LOCATION
 (IF ANY).
  
 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 2003-02-27 Cont ID  
Sent By mamini Date 2003-02-27 Time 08:09 Rev Time 1.00
Received By mamini Date 2003-02-27 Time 08:09 Sent To  
Notes
2003-02-27 00:00:00PASSED:
 1. SEE PERMIT # 03022041 FOR UNDERGROUND
 UTILITIES AND SITE WORKS.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-01-29 Cont ID  
Sent By mamini Date 2003-01-29 Time 09:23 Rev Time 1.00
Received By mamini Date 2003-01-29 Time 09:22 Sent To  
Notes
2003-01-29 00:00:00FAILED:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND SITE WORKS IS REQUIRED.
 2. INDUSTRIAL WASTEWATER DISCHARGE
 PERMIT FOR THIS FACILITY MAY BE REQUIRED
 PLEASE CONTACT MR. RODNEY COMPO,
 INDUSTRIAL PRETREATMENT INSPECTOR
 FOR THE REQUIREMENT IF ANY, 837-4051 EXT
 4074.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2002-11-04 Cont ID  
Sent By mamini Date 2002-11-04 Time 15:48 Rev Time 2.00
Received By mamini Date 2002-11-04 Time 15:48 Sent To  
Notes
2002-11-04 00:00:00FAILED:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND SITE WORKS IS REQUIRED.
 2. ALL DRIVEWAY APPROACHES MUST BE AT
 MIN. PER CITY OF WEST PALM BEACH'
 STANDARD.
 3. BACKFLOW PREVENTERS AND ALL THE
 CONNECTIONS TO CITY SERVICES MUST BE PER
 CITY' STANDARD AND APPROVED BY THE
 PUBLIC UTILITIES ENGINEERING DEPARTMENT,
 659-8040, MR. MANNY GONZALEZ
 4. PLEASE PROVIDE STORM WATER CALC.,
 CALCULATIONS SHOULD INCLUDE PERVIOUS &
 IMPERVIOUS AREA.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2003-05-13 Cont ID  
Sent By nmccray Date 2003-05-13 Time 14:46 Rev Time 0.00
Received By nmccray Date 2003-05-13 Time 14:46 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2003-03-28 Cont ID  
Sent By mcarsill Date 2003-03-28 Time 10:18 Rev Time 0.00
Received By mcarsill Date 2003-03-28 Time 10:18 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2003-02-06 Cont ID  
Sent By nmccray Date 2003-02-06 Time 09:45 Rev Time 0.00
Received By nmccray Date 2003-02-04 Time 09:45 Sent To  
Notes
2003-02-06 00:00:001) NEED EXIT SIGN OVER DOORS LEADING TO
 RECEIVING ROOM FROM MOLDING AREA ROOM.
  
 2) NO INFORMATION ON OCCUPANT LOAD FOR
 THE 1ST AND 2ND FLOORS
  
 3) NO DETAIL ON SPIRAL STAIRS.
  
 4) PLEASE REFER TO 2000 NFPA 101 LIFE
 SAFETY CODE CHAPTER 8.4.1.1 ON
 SEPARATION.
  
 NATE MCCRAY, CAPTAIN
 659-8096, EXT 8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-11-21 Cont ID  
Sent By mcarsill Date 2002-11-21 Time 13:58 Rev Time 0.00
Received By mcarsill Date 2002-11-21 Time 13:58 Sent To  
Notes
2002-11-21 00:00:001) PLEASE INDICATE WHAT TYPE OF
 CHEMICALS IF ANY WILL BE STORED IN
 THE BUILDING.
  
 2) PLEASE INDICATE PROPOSED OCCUPANT
 LOADS FOR THE FIRST AND SECOND FLOORS.
 PLEASE BE ADVISED THAT CERTAIN
 RESTRICTIONS APPLY TO SPIRAL STAIRS.
  
 3) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND
 CEILINGS.
  
 4) BUILDING ADDRESS REQUIRED ON
 BUILDING.
  
 5) PLEASE PROVIDE MORE DETAILS ON
 SPIRAL STAIR.
  
 6) ARE THERE ANY FIRE SPRINKLERS
 PLANNED FOR THE BUILDING. IF NONE
 ARE PLANNED, PROPER FIRE SEPARATIONS
 ARE REQUIRED BETWEEN WAREHOUSE AND
 BUSINESS. PLEASE PROVIDE DETAILS.
  
 7) THE SITE PLAN INDICATES A 13' WIDE
 DRIVE WITH 6" CURBS. ALTHOUGH FIRE
 RESCUE CAN USE A 13' WIDE DRIVE, IT
 WOULD BE OPTIMUM TO INCREASE THE
 SIZE OF THE INTERIOR ROAD.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-02-03 Cont ID  
Sent By csiegber Date 2004-02-03 Time 16:31 Rev Time 0.00
Received By csiegber Date 2004-02-03 Time 16:31 Sent To M
Notes
2004-02-03 00:00:00TO PK BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-05-12 Cont ID  
Sent By shernand Date 2003-05-12 Time 11:53 Rev Time 0.00
Received By shernand Date 2003-05-12 Time 11:53 Sent To  
Notes
2003-05-12 00:00:00COMM BOARD #11
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-04-04 Cont ID  
Sent By shernand Date 2003-04-04 Time 15:30 Rev Time 0.00
Received By shernand Date 2003-04-04 Time 15:30 Sent To  
Notes
2003-04-04 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-03-18 Cont ID  
Sent By btrobaug Date 2003-03-18 Time 12:17 Rev Time 0.00
Received By btrobaug Date 2003-03-18 Time 12:17 Sent To  
Notes
2003-03-18 00:00:00COMM BOARD #47./WRT
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-03-12 Cont ID  
Sent By sthyng Date 2003-03-12 Time 14:56 Rev Time 0.00
Received By sthyng Date 2003-03-12 Time 14:56 Sent To  
Notes
2003-03-12 00:00:00PERMIT APP NOT WITH PACKAGE, CALLED
 CONTRACTOR, SPOKE WITH GAIL - SHE
 WILL TRACK DOWN AND SEND - ST
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-01-17 Cont ID  
Sent By sgraham Date 2003-01-28 Time 14:05 Rev Time 0.00
Received By btrobaug Date 2003-01-16 Time 18:12 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-01 Cont ID  
Sent By dpalmer Date 2002-11-01 Time 09:34 Rev Time 0.00
Received By dpalmer Date 2002-11-01 Time 10:11 Sent To  
Notes
2002-11-04 00:00:00TO COMM BOARD.
 FROM ZONING/MIKE SNACHEZ 11/1
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2004-02-06 Cont ID  
Sent By pkrauss Date 2004-02-06 Time 15:08 Rev Time 0.45
Received By pkrauss Date 2004-02-06 Time 15:08 Sent To  
Notes
2004-02-06 00:00:00PROVISO:
 PLEASE NOTE THE LOCATION OF CU-1 IN
 RELATION TO THE 600 CFM FRESH AIR
 INTAKE.EXHAUST AIR SHALL BE LOCATED
 AS TO NOT RECIRCULATE BACK INTO FRESH
 AIR INTAKE PER 2001 FBC(M) 501.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
 0
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-03-19 Cont ID  
Sent By csiegber Date 2004-02-03 Time 16:31 Rev Time 0.45
Received By pkrauss Date 2003-03-18 Time 16:35 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-02-07 Cont ID  
Sent By pkrauss Date 2003-02-07 Time 11:24 Rev Time 0.35
Received By pkrauss Date 2003-02-07 Time 09:43 Sent To  
Notes
2003-02-07 00:00:00PROVISO:
  
 PROVIDE CALCULATIONS FOR THE RECEIVING
 AREA.INDICATE MAKE UP AIR.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-11-21 Cont ID  
Sent By pkrauss Date 2002-11-21 Time 10:08 Rev Time 0.45
Received By pkrauss Date 2002-11-21 Time 10:08 Sent To  
Notes
2002-11-21 00:00:00PLEASE PROVIDE ADDITIONAL INFORMATION ON
 THE TYPE OF PROCESS THAT WILL TAKING
 PLACE I.E., WHAT CHEMICALS (IF ANY) ARE
 INVOLVED, WHAT IS BEING STORED IN THE
 STORAGE AREA, WHAT TYPE OF "PROCESS"
 WILL BE DONE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-03-22 Cont ID  
Sent By kstevens Date 2003-03-22 Time 09:36 Rev Time 0.75
Received By kstevens Date 2003-03-22 Time 09:36 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-01-31 Cont ID  
Sent By kstevens Date 2003-01-31 Time 08:13 Rev Time 1.50
Received By kstevens Date 2003-01-30 Time 18:20 Sent To  
Notes
2003-01-31 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) FROM PREVIOUS REVIEW, SHT A2 SHOWER
 ROOM, SHOWER SHALL COMPLY WITH 11-4.21
 AND ALL SUBSECTIONS. PLEASE SHOW DETAILS
 ALSO ROOM SHALL REQUIRE A 5' TURNING
 RADIUS.
 2) SHT A2 TURNING RADIUS IS REQUIRED IN
 MEN'S TOILET ROOM, AND NOT REQUIRED IN
 STALL.
 3) FROM PREVIOUS REVIEW, SHT P-1 WATER
 ISOMETRIC, WATER HAMMER ARRESTORS REQD.
 IN SECTION 604.9 SHALL BE LOCATED NEAR
 FIXTURES IN AN "EFFECTIVE RANGE" NOT IN
 THE CEILING AT TOP OF DROP AS SHOWN.
 PDI-WH 201 AND MANUF. INSTALLATION INST.
 4) FROM PREVIOUS REVIEW, SHT P-1 WATER
 HEATER DETAIL, THERMAL EXPANSION CONTROL
 REQUIRED PER SECTION 607.3 & 607.3.2.
 5) FROM PREVIOUS REVIEW, SHT P-2 PLEASE
 SHOW LOCATION FOR SCUPPER DRAINS. SHOW
 SIZE OF EACH SCUPPER DRAIN AND SQUARE
 FOOTAGE BEING DRAIN THRU EACH SCUPPER.
 6) FROM PREVIOUS REVIEW, SHT P-3 MATER-
 IALS AND EQUIPMENT (L) & EXECUTION OF
 WORK (F) AIR CHAMBERS ARE NOT APPROVED.
 PLEASE DELETE REFERENCES>
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-12-03 Cont ID  
Sent By kstevens Date 2002-12-03 Time 15:22 Rev Time 3.00
Received By kstevens Date 2002-12-03 Time 15:22 Sent To  
Notes
2002-12-03 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
 FBVC-2001 BUILDING
  
 1) SHT A2 PLEASE PROVIDE CALCULATIONS
 FOR MINIMUM FACILITIES PER TABLE 1003.1
 FBC-BLDG AND 403.1 FBC-PLMG.
 2) SHT A2 IF TOILET ROOMS ARE PROVIDED,
 THEN EACH PUBLIC AND COMMON USE TOILET
 ROOM SHALL COMPLY WITH 11-4.22. SEC.
 11-4.1.3(11)
 3) SHT A2 MENS REST ROOM, IF TOILET
 STALLS ARE PROVIDED, THEN AT LEAST ONE
 SHALL BE A STANDARD STALL COMPLYING WITH
 11-4.17 PER 11-4.22.4. SEE 11-4.17.3 FOR
 SIZE AND ARRANGEMENT. LAV REQUIRED IN
 STALL.
 4) SHT A2 SHOWER ROOM, SHOWER SHALL COM-
 PLY WITH 11-4.21 AND ALL SUBSECTIONS.
 SHOW DETAIL.
 5) SHT A2 EMPLOYEE'S LOUNGE, SINK SHALL
 COMPLY WITH 11-4.24 AND ALL SUBSECTIONS.
 PLEASE SHOW DETAILS.
 6) SHT A2 DRINKING FOUNTAIN, SHOW DETAIL
 FOR COMPLIANCE WITH SEC. 11-4.15 AND ALL
 SUBSECTIONS. ALSO SEC. 11-4-1-3(10)(A)
 FOR THOSE WHO HAVE DIFFICULTY BENDING OR
 STOOPING.
 7) SHT A2 MENS REST ROOM, URNAL SHALL
 COMPLY WITH 11-4.18 AND ALL SUBSECTIONS.
 SHOW DETAIL.
 8) SHT A5 DETAIL #5 PER FBC SEC 1503.4.2
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4 INCHES IN HEIGHT AND SHALL BE PLACED
 IN WALLS OR PARAPETS WITH THE INLET FLOW
 LINE NOT LESS THAN 2 INCHES ABOVE THE
 ROOF SURFACE, EXCLUDING SUMPS, OR MORE
 THAN 4 INCHES ABOVE THE ROOF SURFACE.
 PLANS SHOW 5" TO INLET FLOW LINE.
 9) SHT P-1 P/T LINE FROM WATER HEATER
 SHALL NOT BE TRAPPED. SEC 504.7.1
 10) SHT P-1 WATER ISOMETRIC, WATER HAM-
 MER ARRESTORS REQUIRED IN SEC 604.9
 SHALL BE LOCATED NEAR FIXTURES IN AN
 "EFFECTIVE RANGE" NOT AT TOP OF DROP AS
 SHOWN. PER PDI-WH 201 AND MANUF. INSTALL
 ATION INSTRUCTIONS.
 11) BACKFLOW REQUIRED ON WATER SERVICE.
 12) SHT P-1 WATER HEATER DETAIL, THERMAL
 EXPANSION CONTROL REQUIRED PER SEC 607.3
 AND 607.3.2 PLEASE ADD TO DETAIL
 13) SHT P-2 PLEASE SHOW LOCATION ON
 SCUPPER DRAINS. SHOW SIZE OF EACH
 SCUPPER DRAIN AND SQUARE FOOTAGE BEING
 DRAINED THRU EACH SCUPPER.
 14) SHT P-3 MATERIALS & EQUIPMENT (L) &
 EXECUTION OF WORK (F) AIR CHAMBERS ARE
 NOT APPROVED. PLEASE DELETE REFERENCES.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2003-01-28 Cont ID  
Sent By sgraham Date 2003-01-28 Time 14:04 Rev Time 0.00
Received By sgraham Date   Time   Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2002-11-01 Cont ID  
Sent By btrobaug Date 2003-01-17 Time 18:12 Rev Time 1.00
Received By lmartine Date   Time   Sent To  
Notes
2002-11-01 00:00:00 
 DRIVEWAY WIDTH SHALL BE MINIMUM 15'.
  
 PARKING SPACES SHALL BE AT LEAST 16'
 IN DEPTH PLUS 2' OF OVERHANG.
  
  
  
 M SANCHEZ
 659-8031


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