Plan Review Details - Permit 01110407
Plan Review Stops For Permit 01110407
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2002-09-02 Cont ID  
Sent By jwitmer Date 2002-09-02 Time 14:33 Rev Time 0.25
Received By jwitmer Date 2002-09-02 Time 14:33 Sent To  
Notes
2002-09-02 00:00:00CLUBHOUSE STRUC DETAIL STRUCTURAL
 MULLION DETAIL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2002-09-02 Cont ID  
Sent By jwitmer Date 2002-09-02 Time 14:21 Rev Time 0.75
Received By jwitmer Date 2002-09-02 Time 14:21 Sent To  
Notes
2002-09-02 00:00:00COLUMN REVISIONS
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2002-06-25 Cont ID  
Sent By jwitmer Date 2002-06-25 Time 11:41 Rev Time 2.00
Received By jwitmer Date 2002-06-25 Time 11:41 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-04-29 Cont ID  
Sent By jwitmer Date 2002-04-29 Time 16:35 Rev Time 2.50
Received By jwitmer Date 2002-04-29 Time 16:34 Sent To  
Notes
2002-04-29 00:00:00*****BUILDING PROVISO*****
  
 1)-SOILS TEST REPORT INDICATESFURTHER
 INVESTIGATION BEFORE THE PERMIT CAN BE
 ISSUED. SHOW HOW DENSIFICATION OF SOIL
 WILL OCCUR.
 2)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CLUBHOUSE FLOOR PLAN AND ELEVATIONS
 INDICATE THE USE OF FRENCH DOORS WITH
 SIDELIGHTS, THE SUMMARY SHEET FOR PGT
 INDICATES THE USE OF FRENCH DOORS, WE
 ARE MISSING THE REPORT, (3 COPIES).
 3)- RESIDENT INSPECTOR TO REGFISTER WITH
 ASSISTANT BUILDING OFFICIAL DON NEELY.
 4)- PLANS ARE TO BE SUBMITTED TO COUNTY
 FOR IMPACT FEES.
 ANY QUESTIONS PLEASE CALL,
 JIM WITMER
 BUILDING PLAN REVIEW
 DEPARTMENT OF CONSTRUCTION SERVICES
 CITY OF WEST PALM BEACH
 (561) 659-8096 EXT. 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-04-29 Cont ID  
Sent By jwitmer Date 2002-03-26 Time 16:56 Rev Time 2.00
Received By jwitmer Date 2002-04-29 Time 16:32 Sent To  
Notes
2002-03-26 00:00:00BUILDING PLAN REVIEW
 PLAN REVIEW # 01110409
 BRIGER TRACT "D"
 BUILDING TYPE I
 THIRD REVIEW
  
 SBC= 1997 STANDARD BUILDING REVIEW
  
 1)- SBC 1804.1.8THE AREA UNDER FOOTING
 FOUNDATIONS, CONRETE SLABS ON GRADE
 SHALL HAVE ALL VEGETATION AND FOREIGN
 MATERIALS REMOVED PRIOR TO THEIR CON-
 STRUCTION.THE TEST BORING B-1 INDICATES
 THAT IN THE UPPER ZONE AN ORGANIC CON-
 TENT OF 10% WAS FOUND. PRIOR TO BUILDING
 FURTHER TESTING AND REMOVAL SHALL BE
 REQUIRED BEFORE BUILDING PAD CAN BE DEVE
 LOPED. AS PER SOILS REPORT.
  
 2)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THREE COPIES OF ALL PRODUCT ACCEPTANCE
 TESTING REPORTS SHALL BE REQUIRED FOR
 ALL GLAZED OPENINGS, EXT DOORS,SKYLIGHTS
 GLASS BLOCK, STORM SHUTTERS AND ROOFING
 ASSEMBLIES. WHEN PRODUCT TESTING REPORTS
 ARE NOT FILED WITH THE PLANS AND THE
 BUILDING IS APPROVED, THE STIPULATION
 THAT A SEPERATE PERMIT WITH ASSOCIATED
 FEES SHALL BE REQUIRED, ALSO THE CITIES
 GUIDELINE FOR LARGE PROJECTS REGARDING
 PROTECTION FOR ALL GLAZED OPENINGS
 SHALL BE ADHERED TO, SEE ATTACHED GUIDE-
 LINES. THE BUILDING OFFICIAL SHALL
 REVIEW AND APPROVE ALL PROPOSED PRE-
 STORM PREPERATION PLANS.
  
 3)-SHEET S-D1.1 INDICATES A COLUMN
 DETAIL MISSING INFO FOR WELDS.
  
 4)- RESIDENT INSPECTOR REQUIRED, SEE
 ASSIS. BUILD. OFF. DON NEELY FOR INFORMA
 TION.
 5)- COUNTY IMPACT FEES TO BE PAID, CON-
 TRACTOR TO SUBMIT PLANS TO COUNTY FOR
 ASSESSMENT.
 CONTTRACTOR TO PAY RADON FEES AT TIME OF
 ISSUANCE.
  
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-03-26 Cont ID  
Sent By jwitmer Date 2002-03-26 Time 15:16 Rev Time 2.00
Received By jwitmer Date 2002-03-26 Time 15:16 Sent To  
Notes
2002-03-26 00:00:00BUILDING PLAN REVIEW
 PLAN REVIEW # 01110407
 CLUBHOUSE
  
 SBC= 1997 STANDARD BUILDING CODE
  
 1)- FLORIDA ENERGY CODE 1997 EDITION
 400.0 FLORIDA ENERGY CODE REQUIRES
 ENERGY CODE COMPLIANCE METHOD A WHOLE
 BUILDING, CODE CALCULATIONS INCLUDING
 MANUAL J.
  
 2)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THREE COPIES OF ALL PRODUCT ACCEPTANCE
 TESTING REPORTS SHALL BE REQUIRED FOR
 ALL GLAZED OPENINGS, EXT DOORS,SKYLIGHTS
 GLASS BLOCK, STORM SHUTTERS AS WELL AS
 ROOFING ASSEMBLIES. WHEN REPORTS ARE NOT
 FILED WITH THE PLANS AND THE BUILDING
 IS APPROVED, THE STIPULATION THAT A
 SEPERATE PERMIT WITH ASSOCIATED FEES
 SHALL BE REQUIRED, ALSO THE CITIES
 GUIDE LINES FOR LARGE PROJECTS REGARDING
 PROTECTION FOR ALL GLAZED OPENINGS SHALL
 BE ADHERRED TO, SEE ATTACHED GUIDELINES.
 THE BUILDING OFFICIAL SHALL REVIEW &
 APPROVE ALL PROPOSED ALL PROPOSED PRE-
 STORM PREPERATION PLAN.
  
 3)-THE TRUSS & GIRDER LAYOUT DOES NOT
 INDICATE THE UPLIFT LOADSTO BE RESISTED.
 THEREIS A ANCHOR SCHEDULE INDICATING
 WHAT TYPE OF ANCHOR IS TO BE USED. WITH
 OUT THIS INFORMATION BEFORE THE ISSUANCE
 OF A BUILDING PERMIT THE ARCHETECT AND
 ENGINEER SHALL BE REQUIRED TO REVIEW THE
 TRUSS PLAN LAYOUT WITH THE TRUSS ENGIN-
 EERING CERTIFYING BY AFFIDAVIT THAT THIS
 TRUSS LAYOUT AND ATTACHMENT SHALL ALL
 THE REQUIREMENTS OF THE CODE.
 ANCHOR SSCHEDULE INDICATES:
 H-16 ALLOWABLE @160% 1475 UPL. NOT 1600
 HGT 4 ALLOWABLE @160 9250 UPL NOT 9685
  
 CONTRACTOR TO TRANSPORT PLANS TO COUNTY
 FOR IMPACT FEE ASSESSMENT.
  
 BUILDING PLAN REVIEW
 (561)659-8096X 8412
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-02-21 Cont ID  
Sent By jwitmer Date 2002-02-21 Time 09:12 Rev Time 0.00
Received By jwitmer Date 2002-04-29 Time 16:32 Sent To  
Notes
2002-02-21 00:00:00BUILDING PLAN REVIEW
 PLAN REVIEW# 01110407
 CLUBHOUSE
  
 SBC= 1997 STANDARD BUILDING CODE
  
 1)ADDITIONAL INFORMATION REQUIRED,
 SOILS REPORT
 FL ENERGY CALCS INCLUDING MANUAL J
 PRODUCT APPROVAL FOR ALL OPENINGS OF THE
 BUILDING ENVELOPE, 3 SETS/ BLDG
 MEAN ROOF HEIGTH S1.11INDICATES TO
 MEAN ROOF HEIGTHS, SBC 1606.2.4.2 WHERE
 MORE THAN ONE LOAD CASE EXISTS, BUILD-
 INGS SHALL BE DESIGNED FOR ALL LOAD
 CASES.
 PRODUCT APPROVALS: 3 COPIES OF PRODUCT T
 ESTING REPORTS SBC 1606.2.6.2 FOR ALL
 EXTERIOR OPENINGS & ROOFING MATERIALS.
 SBCCI OR DADE COUNTY PRODUCT TESTING RE-
 PORTS ARE REQUIRED.GABLE END WALL DETAIL
 GIVES INFORMATION ON BRACING OF THE
 BOTTOM CORD, NO ADDITIONAL INFORMATION
 IS GIVEN ON THE 14' VERTICAL MEMBERS OF
 THE TRUSS?
 TRUSS PLAN S2.62 INDICATES THE UPLIFT
 LOADS FOR THE CONNECTORS BUT THERE IS NO
 REFRENCE TO THE ACTUAL LOAD CONDITIONS
 IMPOSED ON THE TRUSS ITSELF?
 PLANS ARE TO BE SUBMITTED TO COUNTY FOR
 REVIEW FOR IMPACT FEES.
 CITY TO COLLECT FEES FOR RADON FOR STATE
 COMPLEX SHALL REQUIRE A RESIDENT INSPEC-
 TOR BEFORE ISSUANCE, SEE DON NEELY.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-12-08 Cont ID  
Sent By jwitmer Date 2001-12-08 Time 14:35 Rev Time 4.00
Received By jwitmer Date 2001-12-08 Time 14:35 Sent To  
Notes
2001-12-08 00:00:00BUILDING PLAN REVIEW
 PLAN REVIEW # 01110409
 ADDRESS TO BE DETERMINED
 VILLAGE WEST LUXUARY APARTMENTS
 PARCEL "D" PHASE I
 CLUBHOUSE
 OWN: EPOCH PROPERTIES
 TEL: ( 407) 644-9055
 FAX: (407)644-9845
  
  
 PLAN REVIEW WILL BE COMPLETED UNDER THE
 1997 STANDARD BUILDING CODE.
  
 CLUBHOUSE:
 ASSEMBLY A-2
 TYPE V UNPROTECTED, FULLY SPRINKLERED
 AREA 12,453
  
 CS1.01 INDICATES THE ABOVE INFORMATION,
 "FULLY SPRINKLERED" SBC TABLE 500
 FOOTNOTE "J" BUILDINGS ARE TO BE FULLY
 SPRINKLERED IN ACCORDANCE WITH THE
 STANDARDS LISTED IN 903.2 FOR ALLOWABLE
 AREA INCREASES. SHEET F2.61 INDICATES
 THE USE OF NFPA 13-R. THIS IA NOT
 ACCEPTIBLE SEE SBC903.2 AUTOMATIC
 FIRE SPRINKLER SYSTEMS PERMITTED BY
 THIS CODE SHALL COMPLY WITH NFPA 13.
  
 ADDITIONAL INFORMATION REQUIRED:
 SOILS REPORT
 FL. ENERGY CALS & WORKSHEETS.
 PRODUCT APPROVAL AS STATED UNDER
 SITE AMENITIES.
  
 FAIR HOUSING: SHEET AO.61 CLOSET 104
 DOESN'T MEET 18" ACCESS AT LATCH SIDE OF
 THE DOOR.
 MAIL BOXES: A5.63 DETAIL 3 TO COMPLY
 WITH ANSI 117.1 (308) REACH RANGES
 AADAAG COEFICIENT OF SLIP RESISTANCE
 FOR ACCESSIBLE AREAS (FLOORS) 0.6
 AND 0.8 FOR RAMPS.
  
 MEAN ROOF HEIGTH NOT GIVEN. ALSO THE
 PRESSURES EXERTED ON ALL OPENINGS DOORS
 AND WINDOWS, PLEASE INDICATE ON ELEVA-
 TIONS.
  
 PRODUCT APPROVALS: FRONT ENTRY IS INDICA
 TING A FRENCH DOOR, SIDELITES & TRANSOM.
 THE PRODUCT TESTED NEEDS TO SHOW THIS
 CONFIGURATION OR TESTING OF MULLIONS
 CULMINATING WITH THIS CONFIGURATION.
  
 DISCREPANCY SHEET A5.65 DETAIL #2 INDICA
 TES A FRAME WALL & COLUMNS VS. S2.62
 GIRDER GT, ADDITIONAL INFORMATION
 REQUIRED.
  
 DISCREPANCY SHEET A5.62 REAR ELEVATION
 WORKOUT ROOM 84'-0" IS THE SAME AS THE
 FLOOR PLAN, VS 81' ON THE ROOF PLAN.
  
 A GABLE WALL SECTION DETAIL FOR THE WALL
 OF THE WORK OUT ROOM SHALL BE REQUESTED.
 ADDITIONAL INFOR. THIS GABLE TRUSS IS
 14' VERTICALLY, WHAT TYPE OF REINFORCE-
 MENT SHALL BE REQUIRED? OR IS THIS TO
 BE A RAKE BEAM?
 SHEET S3.12 DETAIL #3 SIMPSON HGAM (10)
 SEE FOOTNOTE (2) MANUFAC. SPEC CATALOG
 TRUSS TO BE A MINIMUM OF 21/2 " THICK.
 WHAT TYPE OF ANCHOR IS TO BE USED IN
 THIS APPLICATION?
  
 GLAZED FIXED PANELS NEXT TO SWING DOORS
 A HAZARDOUS LOCATION SBC 2405.2.1(4)
  
 SHEET S2.61 FOOTER (TS1) INDICATES A
 BEARING WALL BETWEEN THE EXERCISE ROOM
 AND HALL 120A/ RESTROOM 121. S2.62 NOTE
 12 ALSO INDICATES A BEARING WALL, THERE
 IS NO INFO. ON A HEADER OR GIRDER TO
 PICK UP LOAD WHERE WALL ENDS. TI/ T2
 ARE A SPLIT TRUSS WILL THEY BEAR ON THIS
 WALL?
  
 TRUSS PLAN MISSING THE LOADS TO BE
 RESISTED, VERTICAL, HORIZONTAL & GRAVITY
 COORALTE WITH ANCHOR SCHEDULE.
  
 PLANS ARE TO BE SUBMITTED TO THE
 COUNTY BUILDING DEPART FOR ASSESMENT OF
 COUNTY IMPACT FEES BEFORE ISSUANCE
 OF A BUILDING PERMIT.
  
 STATE RADON FEES COLLECTED BY THE CITY.
  
 COMPLEX WILL REQUIRE A RESIDENT INSPECT-
 OR CONTACT DON NEELY.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop E ELECTRICAL
Rev No 9 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By btrobaug Date 2002-11-27 Time 14:51 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 8 Status P Date 2002-09-04 Cont ID  
Sent By btrobaug Date 2002-09-04 Time 09:40 Rev Time 0.50
Received By btrobaug Date 2002-09-04 Time 07:55 Sent To M
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2002-08-09 Cont ID  
Sent By btrobaug Date 2002-08-09 Time 12:20 Rev Time 0.00
Received By btrobaug Date 2002-08-09 Time 11:36 Sent To  
Notes
2002-08-09 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING
 INFORMATIONAND RESUBMIT FOR REVIEW:
  
 1} PLEASE NOTE THAT ON THE PREVIOUS SIX
 REVIEWS THE SERVICE WAS 3 PHASE AND ON
 THIS REVIEW IT IS SINGLE PHASE,PLEASE
 VERIFY THAT ALL THE EQUIPMENT IS BEING
 CHANGED TO SINGLE PHASE.THE MECHANICAL
 DRAWINGS NEED TO BE RESUBMITTED TO
 REFLECT THESE CHANGES AND ALSO TO SHOW
 THE LOCATIONS AND CALCULATIONS OF THE
 THREE UNITS BEING ADDED.
  
 2} THE AIC RATINGS REMAINED THE SAME
 FROM THE 3 PHASE CALCULATION TO THE
 SINGLE PHASE CALCULATIONS,PLEASE
 RECALCULATE.
  
 3} PANELS "A" & "B" ARE LISTED AT 208
 VOLTS AND THE SERVICE IS SHOWN AS
 240V,PLEASE CLARIFY.
  
 4} PANEL "B" IS LISTED AS A 100 AMP
 PANEL BUT IS CALCULATED WITH A 142 AMP
 LOAD,PLEASE CLARIFY.
  
 5} PANEL "B" FEEDERS ARE SHOWN AS BEING
 PROTECTED BY 150 AMP OCP,SEE NOTE #4.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561/659-8096 EXT. 8392
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2002-07-18 Cont ID  
Sent By dpalmer Date 2002-07-18 Time 06:29 Rev Time 0.00
Received By dpalmer Date 2002-07-18 Time 06:29 Sent To  
Notes
2002-07-18 00:00:00*************** UNSAT ****************
  
 1)NOTE: PLEASE NOTE THAT EQUIPMNET
 GROUNDING CONDUCTORS ARE BEING SHOWN
 BETWEEN GUTTER AND FIRST MEANS OF DSIC?
 PLEASE NOTE THIS A PARALLELING THE
 NEUTRAL, WHICH IS NOT PERMITTED.
 PLEASE NOTE THAT EQUIPMENT GRNDS ONLY
 GET INSTALLED AFTER THE FIRST MEANS
 OF DISC, DUE TO THE FACT THAT THE
 NEUTRAL IS BONDED AT THAT LOCATION.
  
 2)NOTE: PLEASE NOTE, A NEW PANEL IS
 BEING ADDED AND IS NOT SHOWN BEING ADDED
 TO CLUBHOUSE LOAD CALCULATION.??
 PLEASE NOTE THAT PER LOAD CALCUALTIONS,
 THIS NEW LOAD WOULD PUT SERVICE WAY OVER
 SERVICE ENTRANCE CONDUCTOR SIZES>>>
 PLEASE NOTE THAT LOAD SHOWN FOR PANEL
 "D" DOES NOT CORRELATE WITH LOAD ON
 PANEL SCHEDULE LOAD.
  
 3)NOTE: PLEASE CLARFIY CONDUCTORS,
 PANELS ARE SHOWN AS 3-PHASE AND # OF
 CONDUCTORS DO NOT SEEM TO CORRELATE.
 PLEASE GIVE A MORE DETAIL BREAKDOWN OF
 "CIRCLE" DETAILS ON RISER DIAGRAM.
 3PH4W??
  
 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 5 Status P Date 2002-06-20 Cont ID  
Sent By dpalmer Date 2002-06-20 Time 06:22 Rev Time 0.00
Received By dpalmer Date 2002-06-20 Time 06:22 Sent To  
Notes
2002-06-20 00:00:00PLANS STAMPED
 DEWEY PALMER.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2002-05-10 Cont ID  
Sent By dpalmer Date 2002-05-10 Time 16:04 Rev Time 0.00
Received By dpalmer Date 2002-05-10 Time 16:04 Sent To  
Notes
2002-05-10 00:00:00**************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT UNDER FS/FAC
 471.025/481.22 PLANS MUST HAVE AN
 ORIGINAL "WET" SIGNATURE.
 E2.61, E4.61
  
 PLEASE SUBMIT SUBMIT THE ABOVE 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 3 Status P Date 2002-03-18 Cont ID  
Sent By dpalmer Date 2002-03-18 Time 06:32 Rev Time 0.00
Received By dpalmer Date 2002-03-18 Time 06:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-02-06 Cont ID  
Sent By dpalmer Date 2002-02-06 Time 15:55 Rev Time 0.00
Received By dpalmer Date 2002-02-06 Time 15:10 Sent To  
Notes
2002-02-06 00:00:00*****************UNSAT ***************
  
  
 1)NOTE: PLEASE NOTE THAT PLANS NEED TO
 BE SIGNED, DATED AND SEALED BY THE
 ENGINEER OF RECORD. PER FS/FAC 471.025
  
 2)NOTE: PLEASE NOTE NO EQUIPMENT GROUND
 TO BE INSTALLED UNTIL AFTER FIRST MEANS
 OF DISCONNECT. (PARALLELING NEUTRAL)
 ALSO SHOWING AN EQUIPMENT GROUNDING
 CONDUCTOR COMING FROM FPL?
  
 3)NOTE: PLEASE CLARIFY CIRCLES ON PLANS
 FOR RISER,,,250VOLT/3 WIRE+NEU/
 DISC SIZE AND SIZE OF FUSES? PLEASE
 CLARIFY.
  
  
 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 2001-11-28 Cont ID  
Sent By dpalmer Date 2001-11-28 Time 11:37 Rev Time 0.00
Received By dpalmer Date 2001-11-27 Time 21:31 Sent To  
Notes
2001-11-28 00:00:00**************** UNSAT ****************
  
 1)NOTE: PLEASE NOTE THAT LOAD CALCULAT-
 -IONS DO NOT CORRELATE WITH LOAD
 CALCULATIONS SHOWN FOR CLUBHOUSE IN THE
 CENTER OF E4.61. PLEASE VERIFY AND
 ADJUST.
  
 2)NOTE: PLEASE CLARIFY CONDUCTORS SHOWN
 FOR PANEL "D" 2-SETS OF 350MCM FOR 400A
 AND 2- SETS OF 3/0`S FOR PANEL "A" 400A
 PLEASE CLARIFY.
  
 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 NOTE THAT PER LOCAL AMENDMENTS
 SE,NMC ETC SHALL NOT BE USED. PER
 NOTES 22.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2002-05-29 Cont ID  
Sent By mamini Date 2002-05-29 Time 10:22 Rev Time 0.00
Received By mamini Date   Time   Sent To  
Notes
2002-05-29 00:00:00N/A
 1. SEE PERMIT # 02050423 FOR CIVIL/SITE
 WORKS REVIEW AND PERMITTING FOR PARCEL-D
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-11-13 Cont ID  
Sent By mamini Date 2001-11-13 Time 10:07 Rev Time 1.00
Received By mamini Date 2001-11-13 Time 10:07 Sent To  
Notes
2001-11-13 00:00:00FAILED :
 1. SEE PERMIT # 01110408
  
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2002-06-21 Cont ID  
Sent By mcarsill Date 2002-06-21 Time 10:23 Rev Time 0.00
Received By mcarsill Date 2002-06-21 Time 10:23 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2002-05-23 Cont ID  
Sent By mcarsill Date 2002-05-23 Time 13:08 Rev Time 0.00
Received By mcarsill Date 2002-05-23 Time 13:08 Sent To  
Notes
2002-05-23 00:00:001) CORRIDOR 116 AND CORRIDOR 120 NEED
 EMERGENCY LIGHTING.
  
 2) SIX INCH UNDEGROUND FIRE LINE RUN
 UNDERNEATH THE BUILDING. THIS IS NOT
 ACCEPTABLE.
  
 ON 5.23.02, WRITER SPOKE TO MR. WEEKS
 BY TELEPHONE REGARDING THESE MATTERS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2002-03-27 Cont ID  
Sent By mcarsill Date 2002-03-27 Time 09:28 Rev Time 0.00
Received By mcarsill Date 2002-03-27 Time 09:28 Sent To  
Notes
2002-03-27 00:00:00A) CIVIL DRAWINGS INDICATING FIRE MAIN
 LOCATIONS, SIZES, AND FIRE HYDRANT
 LOCATIONS NOT YET BEEN APPROVED.
 B) SIX INCH UNDERGROUND PIPE TO
 MECHANICAL ROOMSTILL SHOWN RUN
 UNDERNEATH PORTIONS OF THE BUILDING.
 C) FIRE DEPARTMENT CONNECTION NOT SHOWN
 ON FIRE SPRINKLER PLANS.
 D) BUILDING ADDRESS REQUIRED ON BUILDING
 E) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-02-12 Cont ID  
Sent By mcarsill Date 2002-02-12 Time 11:58 Rev Time 0.00
Received By mcarsill Date 2002-02-12 Time 11:58 Sent To  
Notes
2002-02-12 00:00:001) FIRE SPRINKLER PIPING RUN UNDERNEATH
 BUILDING TO MECHANICAL ROOM IS NOT
 PERMITTED. THE PLAN REVIEW RESPONSE
 IS NOT ACCEPTABLE TO THIS OFFICE. NFPA
 24 REQUIRES THAT PRIVATE FIRE SERVICE
 MAINS NOT BE RUN UNDERNEATH BUILDINGS
 EXCEPT WHEN ABSOLUTELY NECESSARY.
 2) FIRE SPRINKLER RISER SIZE COULD NOT
 BE LOCATED ON THE PLANS. PLEASE INDICATE
 ON PLANS RISER SIZE AND UNDERGROUND MAIN
 SIZE.
 3) PLEASE REMOVE 13R REFERENCE FROM PAGE
 F2.61 SINCE IT IS NOT APPLICABLE TO
 THE CLUBHOUSE.
 4) HYDRAULIC CALCULATIONS SUBMITTED
 APPEAR TO BE BUILDING TYPE 1, NOT THE
 CLUBHOUSE.
 5) THIS OFFICE WILL REQUIRE FIRE
 SPRINKLER PROTECTION FOR THE PORCH AREA.
 6) EXIT SIGN LOCATIONS DOES NOT
 CORRELATE WITH OTHER ONES.
 7) PLEASE INCLUDE ALL CHANGES ON THE
 PLAN REVIEW RESPONSES INTO THE DESIGN
 DOCUMENTS.
 8) THIS OFFICE NEEDS CIVIL DRAWINGS
 SUBMITTED TO DETERMINE FIRE MAIN AND
 FIRE HYDRANT LOCATIONS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-11-21 Cont ID  
Sent By mcarsill Date 2001-11-21 Time 15:52 Rev Time 0.00
Received By mcarsill Date 2001-11-21 Time 15:52 Sent To  
Notes
2001-11-21 00:00:001) PLEASE BE ADVISED THAT WHEN THIS
 PROJECT IS PERMITTED WOULD STIPULATE
 THE APPLICABLE FIRE CODE THAT WOULD BE
 USED TO REVIEW THE CLUBHOUSE. EFFECTIVE
 JANUARY 1, 2002, THE NEW FLORIDA FIRE
 PREVENTION CODE WOULD BE APPLICABLE TO
 THE CLUBHOUSE WHICH WOULD INVOKE THE
 2000 EDITION OF THE LIFE SAFETY CODE.
 PRIOR TO THE ABOVE SUBJECT DATE, THE
 1985 EDITION OF THE LIFE SAFETY CODE
 WOULD BE APPLICABLE.
 2) PANIC HARDWARE REQUIRED ON ALL EXIT
 DOORS DUE TO OCCUPANCY PROJECTIONS.
 3) PLEASE INDICATE HOW THE MAIN EXIT
 IS CAPABLE OF PROVIDING EXITING CAPACITY
 FOR AT LEAST 50 PERCENT OF THE PROJECTED
 OCCUPANCY LOAD.
 4) BUILDING ADDRESS REQUIRED ON
 CLUBHOUSE.
 5) A KNOX-BOX WILL BE REQUIRED FOR FIRE
 RESCUE ACCESS.
 6) PLEASE PROVIDE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR WALLS
 AND CEILINGS.
 7) OCCUPANT LOAD FOR CLUBHOUSE WILL
 BE DETERMINED BY FIRE RESCUE.
 8) FIRE DEPARTMENT CONNECTION IS TO BE
 WITHIN 150 FEET OF A FIRE HYDRANT.
 9) NO FIRE HYDRANTS SHOWN ON SITE PLAN.
 10) NO HYDRAULIC CALCULATIONS PROVIDED
 WITH PLANS.
 11) WALL POST INDICATOR VALVE SHOWN
 BELOW FIRE DEPARTMENT CONNECTION COULD
 INTERFERE WITH CONNECTING HOSES TO IT.
 12) UNDERGROUND PIPE RUN UNDERNEATH
 THE BUILDING TO MECHANICAL ROOM IS
 NOT PERMITTED.
 13) PLEASE EXPLAIN USE OF CHILDREN'S
 ROOM.
 14) THE PORCH IF OVER FOUR FEET WIDE AND
 COMBUSTIBLE IS REQUIRED TO BE FIRE
 SPRINKLER PROTECTED.
 15) IT IS RECOMMENDED THAT DUCT SMOKE
 DETECTORS BE INSTALLED IN THE RETURNS
 IN UNITS 2000 CFM.
 16) SEPARATE PLANS AND PERMITS REQUIRED
 FOR THE FIRE ALARM SYSTEM.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-03-20 Cont ID  
Sent By btrobaug Date 2002-09-04 Time 09:40 Rev Time 0.40
Received By pkrauss Date 2002-03-20 Time 09:22 Sent To  
Notes
2002-03-20 00:00:00 
 PROVISO:
  
 EXHAUST FROM THE MEDIA ROOM SHALL
 TERMINATE IN SUCH A MANNER AS NOT TO
 CREATE A NUISANCE & FROM WHICH CANNOT
 AGAIN BE READILY DRAWN IN BY A
 VENTILATING SYSTEM. EXHAUST SHALL
 TERMINATE A MINIMUM OF 10 FT ABOVE THE
 ADJOINING GRADE.(1997 SMC 501.3 &
 506.1, RESPECTIVELY)
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
  
  
 DISREGARD THIS REVSION.THIS
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2002-02-06 Cont ID  
Sent By pkrauss Date 2002-02-06 Time 08:27 Rev Time 2.45
Received By pkrauss Date 2002-02-06 Time 07:11 Sent To  
Notes
2002-02-06 00:00:00 
 CLUBHOUSE PERMIT 01110407
  
 PLAN SHEET M2.61 - 1) HVAC SHEET NOTES,
 #14 "RUN VERTICAL DICT THRU VERTICAL
 SHAFT.SEE ARCHITECTURAL DWG.PLEASE
 SPECIFY WHICH ACHITECTURAL DWG.NO
 DETAIL FOUND.2)#7 TRANSFER DUCT,
 PLEASE CLARIFY TRANSFERING AIR FROM THE
 CORRIDOR INTO THE BATHROOM?
  
 PLANS SHEET M4.61 - OUTSIDE AIR
 REQUIREMENT, AS PER ASHRAE 62-89 TABLE
 2 FOR GAME ROOM - 25 CFM PER PERSON.
  
 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 2001-12-06 Cont ID  
Sent By pkrauss Date 2001-12-05 Time 16:26 Rev Time 8.00
Received By pkrauss Date 2001-12-05 Time 16:26 Sent To  
Notes
2001-12-05 00:00:00 
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
  
 MECHANICAL ROOM 110 IS INDICATED AS
 HAVING FIRE RESISTANCE RATING OF HOUR.
 PLEASE IDENTIFY FIRE DAMPERS ON DUCTS
 PENETRATING THESE WALLS.
  
 PLAN SHEET M2.61, INDICATE WHERE AHU
 CH-1 IS LOCATED (ABOVE CEILING OR IN A
 ROOM).HVAC NOTES ITEM #3, CONDENSATE
 DRAIN LINE ROUTE TO FLOOR DRAIN.AS
 PER THE COUNTY WIDE AMENDMENTS 1994
 SPC, UNITS LARGER THAN 3 TONS THE
 CONDENSATE SHALL TERMINATE.
  
 1. INTO AN APPROVED DRYWELL.
 2. CONNECTION AT GROUND FLOOR LEVEL OF
 THE STORM DRAINAGE SYSTEM.
  
 PLEASE NOTE, FAN SHUTDOWN REQUIRED FOR
 UNITS WITH CAPACITY OF 2,000 CFM OR
 GREATER.WITH NOTIFICATION TO
 ALARM/STROBE IN NORMALLY OCCUPIED AREAS.
  
  
  
 REVIEW OF THE APARTMENTS -
  
 1.EXHAUST FOR THE DRYER VENTS.
 NOTE, 25' MAXIMUM LENGTH INCLUDING
 A 2 1/2' DEDUCTION FOR EACH 45 AND
 A 5' DEDUCTION FOR EACH 90 DEGREE
 BEND.
 2.PLEASE INDICATE HOW COMBUSIBLE LINT
 IN TO BE REMOVED/CLEANED FROM DUCT.
 CLEANOUTS ARE NOT INDICATED ON PLAN.
 3.PROVIDE A DETAIL OF CONDENSATE
 TERMINATION LOCATION.
 4.PLANS INDICATE DRYER EXHAUST TO BE
 NON-SCREENED WITH A BACK DRAFT
 DAMPER.NOTHING IS SPECIFIED FOR
 THE TOILET EXHAUST.TOILET EXHAUST
 TERMINATION SHALL BE SCREENED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-06-25 Cont ID  
Sent By kstevens Date 2002-06-25 Time 14:00 Rev Time 0.00
Received By kstevens Date 2002-06-25 Time 14:00 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2002-05-14 Cont ID  
Sent By kstevens Date 2002-05-14 Time 15:12 Rev Time 0.00
Received By kstevens Date 2002-05-14 Time 15:12 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2002-03-18 Cont ID  
Sent By kstevens Date 2002-03-18 Time 12:52 Rev Time 1.25
Received By kstevens Date 2002-03-18 Time 12:52 Sent To  
Notes
2002-03-18 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) FROM PREVIOUS REVIEWS, SHT A7.61 DE-
 TAIL #10 BAR SINK. DETAIL DOES NOT COM-
 PLY WITH FACBC SEC 4.24. COUNTER HEIGTH
 SHALL BE 2'10" NOT 3'0" AS SHOWN. SEC
 4.24.2. KNEE CLEARANCE NOT SHOWN, SEC
 4.24.3. CLEAR FLOOR SPACE NOT SHOWN, SEC
 4.24.5.
 2) FROM PREVIOUS REVIEW, SHT A7.61 DE-
 TAILS #8 & #9, PLEASE SHOW CLEAR FLOOR
 SPACE. LAV TO BE CENTERED ON CLEAR FLOOR
 SPACE MINIMUM OF 15" OFF WALL TO CENTER.
 3) FROM PREVIOUS REVIEW, SHT A7.61 DE-
 TAILS #8 & #9 DOORS SHALL NOT SWING INTO
 CLEAR FLOOR SPACE OF ANY FIXTURE, SEC
 4.17.5 & 4.22.2 OR THE TURNING RADIUS
 SEC 4.22.3.
 4) FROM PREVIOUS REVIEW, PLEASE SHOW
 CLEAR FLOOR SPACE FOR ALL HDCP FIXTURES.
 SHT A7.61
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-02-09 Cont ID  
Sent By kstevens Date 2002-02-09 Time 12:43 Rev Time 1.50
Received By kstevens Date 2002-02-09 Time 12:43 Sent To  
Notes
2002-02-09 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) FROM PREVIOUS REVIEW, SH A2.61 PLEASE
 PROVIDE DETAIL FOR SERVICE BAR SINK SHOW
 COMPLIANCE WITH FACBC SEC 4.24
 2) SHT A7.61 EACH PUBLIC OR COMMON USE
 FACILITY SHALL COMPLY WITH FACBC SEC
 4.22, TOILET ROOMS 114 & 115. SHOW CLEAR
 FLOOR SPACE, LAV TO BE CENTERED IN FLOOR
 SPACE MIN. 15" OFF WALL TO CENTER.
 3) SHT A7.61 DOORS SHALL NOT SWING INTO
 CLEAR FLOOR SPACE 4.17.5/4.22.2 OF ANY
 FIXTURE OR THE TURNING RADIUS 4.22.3.
 4) SHT A7.61 PLEASE SHOW CLEAR FLOOR
 SPACE FOR ALL HDCP FIXTURES.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-11-30 Cont ID  
Sent By kstevens Date 2001-11-30 Time 13:20 Rev Time 1.75
Received By kstevens Date 2001-11-30 Time 13:20 Sent To  
Notes
2001-11-30 00:00:00DENIED
 REFERENCE: SPC-94-FACBC-97
  
 1) PLEASE PROVIDE CALCULATIONS FOR MIN-
 IMUM FACILITIES USING SPC TABLE 407.
 2) SHT A2.61 PLEASE PROVIDE ELEVATION
 FOR SERVICE BAR SINK. PROVIDE DETAILS
 FOR COMPLIANCE WITH FACBC SEC 4.24.
 3) SHT P2.61 WATER RISER DIAGRAM, WATER
 HAMMER ARRESTORS TO BE LOCATED CLOSE TO
 FIXTURES IN AN EFFECTIVE RANGE, NOT AT
 TOP OF DROP AS SHOWN.
 4) WATER RISER DIAGRAM DETAILS #4 & #6
 WATER TO EACH RESTROOM TO BE SEPARATE &
 SHUT OFF VALVES ARE REQUIRED FOR EACH
 ROOM. SPC SEC 610.4.1
 5) SHT P4.61 WATER HEATER DETAIL, DIELE-
 CTRIC UNIONS AND REMOTE WATER HEATERS
 NOT APPROVED. CITY CODE SEC 31-29
 6) SHT P4.61 WATER HEATER #3, PLEASE
 PROVIDE DETAILS SHOWING HOW HEATER IS
 READILY ACCESSIBLE PER SPC SEC 501.7
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377


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