Plan Review Details - Permit 01070171
Plan Review Stops For Permit 01070171
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-03-05 Cont ID  
Sent By hpiskura Date 2002-03-05 Time 09:31 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-03-05 00:00:00SEE MASTER# 02020594

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2002-01-31 Cont ID  
Sent By hpiskura Date 2002-01-31 Time 13:42 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-01-31 00:00:00FBC 705.1.3 REQUIRES THE FIRE RATED
 WINDOWS, (AND DOORS), TO BE LABELED AND
 LISTED IN ACCORDANCE WITH NFPA 80-95.
  
 THE STORAGE ROOM DOORS SHOWN AS (9) ON
 THE PLAN ARE REQUIRED TO BE RATED [45
 MIN] SINCE THEY ARE WITHIN THE TEN FEET
 WIDE SHADOW OF PROTECTION REQUIRED BY
 FBC 1006.2.4.

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-12-10 Cont ID  
Sent By hpiskura Date 2001-12-10 Time 11:21 Rev Time 0.00
Received By hpiskura Date 2001-12-10 Time 08:36 Sent To  
Notes
2001-12-10 00:00:00THE TRUSS LAYOUT STILL CALLS OUT THE
 ASCE 7-93 AND THE ENGINEERING SHEETS
 ARE NOT SPECIFIC.THIS CAN BE
 ADDRESSED SUBSEQUENT TO PERMITTING AND
 PRIOR TO INSTALLATION.
  
 THE ENTRANCE DOORS TO THE UNITS ARE
 REQUIRED TO BE FIRE RATED BY SBC
 1006.2.4, BOTH THE UPPER AND LOWER
 UNITSARE SUBJECT TO THIS REQUIREMENT.
 THIS WAS REQUESTED ON THE PREVIOUS
 CHECKLIST. ALSO, THE WINDOWS IN THE "TEN
 FEET WIDE SHADOW"SEE THE ATTACHED
 COPY OF THE SBC CODE COMMENTARY.
  
  
 THE "CHASE" ON SHEET 6/A7.03 MUST
 COMPLY WITH SBC 705.6.1.2 WITH REGARDS
 TO THE DRYER, EXHAUST DUCTS, PLUMBING
 ,ELECTRICAL AND ANY OTHER MATERIALS
 PENETRATING RATED WALLS OR FLOORS AND
 NOT CONTAINED IN A FIRE RATED SHAFT.
  
 THERE ARE NO ARCHITECTURAL SITE PLANS
 OR PROPERTY SURVEY(S),OR FINISHED FLOOR
 ELEVATIONS RELATIVE TO NGVD.
  
 THE SKETCHES DATED 11/7/01 BY J.
 FERNANDEZ-BARQUIN, PE, INVESTIGATE THE
 HAND AND GUARD RAILS UNDER ONLY ONE
 CONDITION.AN ANALYSIS WAS NOT
 REQUESTED BUT A THE DESIGN LOADS TO BE
 USED IN ACCORDANCE WITH SBC 1608.2.
 ATTACHED IS AN EXERPT FROM THE SBC CODE
 COMMENTARY DEPICTING THE LOADS AND
 THEIR APPLICATION.
  
 THIS PROJECT WILL APPARENTLY HAVE 24
 BUILDINGS IN TWO SEPARATE LOCATIONS.
 AS NOTED IN THE FIRST PLAN REVIEW,
 SEPARATE PERMITS ARE REQUIRED FOR EACH
 BUILDING.WHAT IS BEING APPLIED FOR
 WITH THIS APPLICATION?

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-10-29 Cont ID  
Sent By hpiskura Date 2001-10-29 Time 08:08 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-10-29 00:00:00THE LETTER DATED 8/20/01 FROM JUAN
 FERNANDEZ-BARQUIN, P.E. CALLS OUT WIND
 DESIGN TO ASCE 7-88/93.THE 1997
 STANDARD BUILDING CODE INVOKES ASCE
 7-95.PLEASE REVISE AS NECESSARY AND
 DEMONSTRATE COMPLIANCE WITH SAME.WEST
 PALM BEACH IS IN A 140 MPH ZONE FOR ASCE
 AND 110 MPH IF SBC 1606.2 IS USED.SEE
 SBC 1606.2.2 RE: MIXING OF WIND
 PRESSURES FROM DIFFERENT SOURCES. SHEET
 S11 WRONGLY CITES 100 MPH AND ASCE 7-93.
 MARTINEZ TRUSSES USED ASCE 7-93 AS WELL.
  
  
 THE NOA FOR THE METAL TECH SHUTTERS
 EXPIRED 10/01/01.FURTHER, THE
 COMPONENTS ARE NOT MARKED AS PROVIDED
 FOR IN SECTION 6.1.2 OF THAT REPORT OR
 AN INSTALLATION SCHEDULE INCLUDED.
  
 SEE THE BUILDING OFFICIAL'S
 INTERPRETATION OF HURRICANE MISSILE
 IMPACT REGARDING THE USE OF SHUTTERS ON
 MULTI FAMILY BUILDINGS.A COPY IS
 ATTACHED.
  
 THE ENTRANCE DOORS TO THE UNITS ARE
 REQUIRED TO BE PROTECTED OPENINGS AS
 PROVIDED FOR IN SBC 1006.2.4. THIS IS
 NOT READILY DISCERNIBLE FROM THE DOOR
 SCHEDULE ON SHEET A5.01.ALSO, THE
 WINDOW TYPE [C] IS SHOWN AS AN OPERABLE
 WINDOW.THIS MUST BE A TESTED FIRE
 RATED ASSEMBLY.SEESBC 705.1.3.THE
 WINDOWS SHOWN AS [H] AND THE GLASS BLOCK
 IN THE END "C" UNITS ARE SUBJECT TO
 SBC1006.2.4.
  
 SHOW THE FIRE DESIGN NUMBER FOR THE 1 HR
 SHAFT IN SECTION 6/A7.03.SEE SBC
 701.2.
  
 PLEASE PROVIDE A DIMENSIONED SITE PLAN
 AND A RECENT PROPERTY SURVEY.
  
 SHOW THE FINISH FLOOR ELEVATIONS
 RELATIVE TO NGVD.
  
 SHOW THE HANDRAIL AND GUARDRAIL LOADS AS
 REQUESTED ON THE PREVIOUS CHECKLIST,
 SEE SBC 1608.2.
  
 EACH BUILDING REQUIRES A SEPARTE PERMIT,
 ALSO SEE THE PREVIOUS LIST REGARDING IM
 PACT FEES AND A RESIDENT INSPECTOR.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-07-27 Cont ID  
Sent By hpiskura Date 2001-07-27 Time 09:38 Rev Time 0.00
Received By hpiskura Date 2001-07-23 Time 08:04 Sent To  
Notes
2001-07-27 00:00:00THE STRUCTUAL CALCS CITE 40 PSF FOR THE
 STAIRS.THE CITY USES SBC TABLE 1604.1.
 PLEASE REVISE AS NECESSARY.
  
 SEVERAL OF THE PAGES OF THE STRUCTUAL
 CALCS CITE THE UBC WHICH IS NOT
 RECOGNIZED BY THE CITY.
  
 THE CALCULATIONS DO NOT SHOW AN
 INVESTIGATION FOR WINDLOADS.
  
 THE METRO DADE NOA FOR THE STEEL DOOR
 95-1212.01 IS EXPIRED AND THE DRAWING
 IS ILLEGIBLE.
  
 THE INFORMATION FOR THE "PICTURE
 WINDOW"IS NOT A NOTICE OF ACCEPTANCE OR
 TEST REPORT.
  
 THE NOA FOR THE METAL TECH SHUTTERS DOES
 NOT HAVE THE COMPONENTS MARKED OR AN
 INSTALLATION SCHEDULE.
  
 UNIT TYPE A1 SHOWS A DOOR WITH A
 SIDELITE AND NO ACCOMPANYING PRODUCT
 REPORT.
  
 THE GLAZING ADJACENT THE ENTRY DOORS OF
 THE B TYPE UNITS MUST COMPLY WITH SBC
 2405.2.1.
  
 SEE SBC 1006.2.4 FOR OPENING PROTECTION
 REQUIREMENTS IN THE VICINITY OF THE
 STAIRS.
  
 THE GUARDRAIL SHOWN IN SECTION 8/A701
 DOES NOT HAVE THE 2" SPHERE TOE RAIL
 REQUIREMENT OF SBC 1015.3.
  
 SHOW THE FIRE DESIGN NUMBER FOR THE 1
 HOUR CHASE DEPICTED IN SECTION 6/A7.03.
  
 THE PROPERTY MAY BE IN A FLOOD ZONE BUT
 IN THE ABSENCE OF A SURVEY OR LEGAL
 DESCRIPTION, IT CANNOT BE DETERMINED.
  
 THE NOTES ON SHEET S1 CALL OUT A SOIL
 PRESSURE OF 2000 PSF AND S11 3000 PSF.
 PLEASE CLARIFY.
  
 S12 DOES NOT SHOW ANY WIND PRESSURES FOR
 THE ROOF.
  
 SHOW THE DESIGN LOADS FOR THE HANDRAILS
 AND GUARDRAILS, INCLUDING THE LATICE, IN
 ACCORDANCE WITH SBC 1608.2.
  
 STRUCTURAL. WHAT IS THE BASE VELOCITY
 PRESSURE USED?ASCE OR SBC?
  
 THE A 5 SHEETS REFERENCE A TYPICAL
 TENANT SEPARATION WALL TO BE 4/A601 AND
 IS NOT FOUND THERE.IS IT 1/A6.02?
 NOTE, THIS DOES NOT MEET THE DEFINITION
 OF A TOWNHOUSE. SEE SBC 202.
  
  
 A SCALED AND DIMENSIONED SITE PLAN WAS
 NOT INCLUDED SO COMPLIANCE WITHSBC
 TABLE 600 CANNOT BE DETERMINED.IT
 APPEARS FROM THE LANDSCAPE PLANS THAT
 THE STAIRS MAY NOT COMPLY WITH SBC
 1006.2.2.
  
 SHOW A STAIR DETAIL SO THAT COMPLIANCE
 WITH SBC 1007.3.1 MAY BE DETERMINED.
  
 SHOW THE FIRE SPRINKLER DESIGN AS
 REQUIRED BY FS 553.79 (2)
  
 INCLUDE THE REINFORCED MASONRY CHECKLIST
 REQUIRED BY ACI 530.
  
 A RESIDENT INSPECTOR WILL BE REQUIRED
 FOR THIS PROJECT.CONTACT DON NEELY AT
 561-659-8096X 8333 FOR MORE
 INFORMATION.
  
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY FOR THE CITY.CALL
 561-233-5025
 FOR MORE INFORMATION.

Review Stop E ELECTRICAL
Rev No 4 Status N Date 2002-03-07 Cont ID  
Sent By dpalmer Date 2002-03-07 Time 12:34 Rev Time 0.00
Received By dpalmer Date 2002-03-07 Time 12:34 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 3 Status F Date 2002-02-13 Cont ID  
Sent By dpalmer Date 2002-02-13 Time 09:30 Rev Time 0.00
Received By dpalmer Date 2002-02-13 Time 09:29 Sent To  
Notes
2002-02-13 00:00:00******************* UNSAT **************
  
 1)NOTE: PLEASESHOW BEDROOM ARC FAULT
 REQ`MENTS PER 210-12.
  
 2)NOTE: PLEASE NOTE THAT ONE SET HAS
 PAGES 4-5-6 CROSSED OUT AND OTHER SETS
 HAVE PAGES CROSSED OUT AND NEW SHEETS???
 PLEASE SUBMIT NEW SETS FOR ELECTRICAL
 ADDRESS NOTE #1.
  
 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 2 Status P Date 2001-10-23 Cont ID  
Sent By dpalmer Date 2001-10-23 Time 21:57 Rev Time 0.00
Received By dpalmer Date 2001-10-23 Time 21:57 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-07-30 Cont ID  
Sent By dpalmer Date 2001-07-30 Time 21:08 Rev Time 0.00
Received By dpalmer Date 2001-07-30 Time 20:50 Sent To  
Notes
2001-07-30 00:00:00***************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT FS AND FAC
 61G15-23.002 ALL SHEETS SIGNED AND
 SEALED BY THE ENGINEER MUST CONTAIN
 A FULL TITLE BLOCK WITH ALL THE
 INFORMATION REQ`D. PLEASE NOTE THAT E-5
 IS THE
 ONLY PAGE WHERE THIS TOOK PLACE.
  
 2)NOTE: PLEASE NOTE THAT NONE OF THE
 SHEETS IN EITHER SET FOR SE-1-SE-4
 ARE SIGNED DATED OR SEALED BY THE
 ENGINEER OF RECORD. PER FS AND FAC.
 471.025.
  
 PLANS ARE PASSED FOR CODE COMPLIANCE
 BUT NEED THE ABOVE TWO COMMENTS
 ADDRESSED. PLEASE SUBMIT THE ABOVE 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 2 Status N Date 2001-11-19 Cont ID  
Sent By mamini Date 2001-11-19 Time 10:14 Rev Time 1.00
Received By mamini Date 2001-11-19 Time 10:14 Sent To  
Notes
2001-11-19 00:00:00N/A :
 SEE PERMIT # 01081120 & 01091066

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-07-10 Cont ID  
Sent By mamini Date 2001-07-10 Time 09:58 Rev Time 6.00
Received By mamini Date 2001-07-10 Time 09:11 Sent To  
Notes
2001-07-10 00:00:00FAILED:
 1. PLEASE PROVIDE SURVEYING PLANS.
 2. PLEASE PROVIDE STORM WATER
 CALCULATIONS FOR OUR REVIEW AND APPROVAL
 3. PLEASE INCLUDE PERVIOUS & IMPERVIOUS
 CALCULATIONS AREA ON PAVING AND DRAINAGE
 SHEETS.
 4. PLEASE PROVIDE THE STATUS OF APPROVAL
 FROM THE SFWMD AND DEP IN REGARDS TO
 THIS PROJECT.
 5. PLEASE PROVIDE POLLUTION PREVENTION
 PLANS, PLANS SHOULD BE INSTALLED IN THE
 FIELD PRIOR TO ANY EARTH WORKS.
 6. PROVIDE IRRIGATION PLANS, A SEPARATE
 BACKFLOW PREVENTERS IS RECOMMENDED.
 7. SHOW LOCATIONS FOR BACKFLOW
 PREVENTERS AND DOUBLE CHECK ASSEMBLIES.
 8. SHOW SAMPLE POINTS LOCATIONS.
 9. PLEASE PROVIDE DETAILS FOR DUMPSTER
 ENCLOSURES, SEE ATTACHED.
 10. ANY NEW CONNECTIONS TO CITY SERVICES
 REQUIRES A SEPARATE PERMITT AND APPROVAL
 FROM PUBLIC UTILITIES ENGINEERING
 SERVICES DEPARTMENT. 659-8040
 11. ANY WORK WITHIN PUBLIC R.O.W
 REQUIRES PERMITT FROM COUNTY OR CITY
 ENGINEERS OFFICE. 659-8040
  
 3A - SECTION
 1. PLEASE SHOW THE ROADWAY ENTRANCE /
 DETAILS, A MINIMUM OF 20'-0" CLEAR IS
 REQUIRED FOR FIRE TRUCK TO ENTER THE
 SITE.
  
 3B - SECTION
 1. PLEASE SHOW THE WIDTH DIMENSIONS AT
 THE ENTRANCE, A MINIMUM OF 20'-0" CLEAR
 IS REQUIRED FOR FIRE TRUCK TO ENTER THE
 SITE.
 2. SHEET 3 OF 5 SHOWS RCP LEAVING
 STRUCTURE ( BY OTHERS), PLEASE STATE,
 WHERE THIS IS CONNECTED TO.
 3. PLEASE SHOW WATER SERVICE TO BUILDING
 15,20 AND 23. SHEET 2,3,4 OF 12
 4. PLEASE SHOW THE FIRE HYDRANTS THROUGH
 -OUT.

Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2002-03-01 Cont ID  
Sent By mcarsill Date 2002-03-01 Time 15:17 Rev Time 0.00
Received By mcarsill Date 2002-03-01 Time 15:17 Sent To  
Notes
2002-03-01 00:00:00A) THE REQUIRED FIRE ALARM SYSTEMS ARE
 TO BE PERMITTED SEPARATELY. PLANS, CUT
 SHEETS, WIRING DIAGRAMS, AND BATTERY
 CALCULATIONS ARE TO BE PROVIDED. MANUAL
 PULL STATIONS AND HORN STROBES ARE TO
 BE PROVIDED THROUGHOUT THE BUILDING.
 ON 3.1.02 WRITER CONTACTED FELIX
 SIERRA WHO ADVISED THAT THE FIRE
 ALARM CONTROL PANEL WILL BE LOCATED
 IN AN EXTERIOR STORAGEROOM. THE FIRE
 ALARM SYSTEM IS TO BE CLASS A OR FULLY
 ADDRESSABLE.
 B) THE EXIT STAIRS ARE TO BE AT LEAST
 36" WIDE SINCE OCCUPANT LOADS ARE
 EXPECTED TO BE LESS THAN 50 PERSONS.
 THE MINIMUM HEIGHT OF RISER SHALL BE
 4", MAXIMUM HEIGHT OF RISER 7", WITH
 THE MINIMUM TREAD DEPTH OF AT LEAST
 11 INCHES.
 C) ILLUMINATION IS TO BE PROVIDED
 FOR THE MEANS OF EGRESS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2002-01-30 Cont ID  
Sent By mcarsill Date 2002-01-30 Time 11:54 Rev Time 0.00
Received By mcarsill Date 2002-01-30 Time 11:54 Sent To  
Notes
2002-01-30 00:00:00THE BUILDING WAS REVIEWED UNDER THE
 FLORIDA FIRE PREVENTION CODE.
 1) FIRE HYDRANTS WILL BE RELOCATED TO
 ISLANDS TO PREVENT PROBLEMS WITH ACCESS
 TO THEM. THIS ARRANGEMENT WAS AGREED TO
 BY MR. FELIX SIERRA
 2) GENERAL NOTES SECTION SHOULD READ
 FLORIDA FIRE PREVENTION CODE.
 3) ALL STORAGE ROOMS OUTSIDE OF
 DWELLING UNITS TO BE PROTECTED BY AT
 LEAST ONE HOUR FIRE SEPARATION OR FIRE
 SPRINKLERS.
 4) THE REQUIREMENT FOR A FIRE ALARM
 SYSTEM STILL SEEMS TO BE PRESENT. THE
 TWO EXCEPTIONS TO THIS CODE REQUIREMENT
 DOES NOT APPEAR TO APPLY. PLEASE REVIEW
 CODE REQUIREMENT AND EXCEPTIONS.
 5) THE INFORMATION PROVIDED FOR THE
 WINDOWS IS CONFUSING. ARE THE EGRESS
 WINDOWS, SELF-CLOSING. PLEASE PROVIDE
 ADDITIONAL DETAILS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2001-11-28 Cont ID  
Sent By mcarsill Date 2001-11-28 Time 16:05 Rev Time 0.00
Received By mcarsill Date 2001-11-28 Time 16:05 Sent To  
Notes
2001-11-28 00:00:00PLEASE PROVIDE WRITTEN RESPONSES TO
 PREVIOUS PLAN REVIEW COMMENTS
 SUBMITTED BY THIS DEPARTMENT.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-10-11 Cont ID  
Sent By mcarsill Date 2001-10-11 Time 15:59 Rev Time 0.00
Received By mcarsill Date 2001-10-11 Time 15:59 Sent To  
Notes
2001-10-11 00:00:00PREVIOUS PLAN REVIEW COMMENTS NOT
 ADDRESSED.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-07-09 Cont ID  
Sent By mcarsill Date 2001-07-09 Time 16:05 Rev Time 0.00
Received By mcarsill Date 2001-07-09 Time 16:05 Sent To  
Notes
2001-07-09 00:00:00 
  
  
  
  
  
  
  
 ARE THE BUILDING PLANS THE SAME FOR
 SUBDIVISION 3A AND 3B.
  
 PLAN REVIEW COMMENTS FOR BUILDINGS.
 1) SEPARATE PLANS AND PERMITS REQUIRED
 FOR ENTRY GATES. WHAT PROVISIONS HAVE
 BEEN MADE FOR FIRE AND PARAMEDICAL
 ACCESS INTO THE COMPLEX. ARE THE
 SECURITY GATES EQUIPPED WITH EMERGENCY
 POWER SHOULD LOSS OF POWER OCCURS.
 MINIMUM ACCESS TO BE AT LEAST 20 FEET
 IN CLEAR WIDTH.
 2) PLEASE BE ADVISED THAT CITY CODE
 SECTION 11-4 REQUIRES THAT NOT ITEMS
 BE PLACED WITHIN 18 FEET OF FIRE
 HYDRANTS. ALSO WET FIRE HYDRANTS ARE
 REQUIRED PRIOR TO, DURING AND AFTER
 CONSTRUCTION.
 3) BUILDING ADDRESSES REQUIRED PER CITY
 CODE 3343-00.
 4) PLEASE PROVIDE PRODUCT APPROVALS FOR
 8X8 GLASS BLOCKS FOR THE ONE HOUR FIRE
 RATING SHOWN ON PAGE A2.0.1.
 5) COULD NOT LOCATE FIRE HYDRANT
 LOCATIONS FOR SUBDIVISION 3B ON WATER
 AND SEWER PLANS.
 6) BUILDINGS ARE REQUIRED TO HAVE FIRE
 ALARM SYSTEMS IF THEY ARE THREE STORIES
 OR MORE OR IF THEY CONTAIN ELEVEN
 LIVING UNITS. SEPARATE PLANS AND PERMITS
 REQUIRED FOR THESE CLASS A OR FULLY
 ADDRESSABLE FIRE ALARM SYSTEMS.

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2002-11-12 Cont ID  
Sent By pkrauss Date 2002-11-12 Time 14:32 Rev Time 0.50
Received By pkrauss Date 2002-02-11 Time 10:56 Sent To  
Notes
2002-11-12 00:00:00APPROVED REVISIONS TO MASTER DUE TO
 FIELD CONDITIONS .

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2002-02-08 Cont ID  
Sent By pkrauss Date 2002-02-08 Time 09:55 Rev Time 4.00
Received By pkrauss Date 2002-02-07 Time 12:52 Sent To  
Notes
2002-02-08 00:00:00*******************DENIED***************
  
 PERMIT NUMBERS NEED TO REFLECT AN
 APPLICATION DATE AFTER JANUARY 1, 2002
 IN ORDER TO BE PERMITTED UNDER THE
 FLORIDA BUILDING CODE.
  
 NEW PERMIT # 020020594

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-10-24 Cont ID  
Sent By ndenmark Date 2001-10-24 Time 10:54 Rev Time 0.33
Received By ndenmark Date 2001-10-23 Time 10:05 Sent To  
Notes
2001-10-23 00:00:00PROVISO:
 1. DRYER VENTS EXCEEDING THE CODE
 MINIMUM 25' INCLUDING REDUCTIONS FOR
 BENDS
 SHALL HAVE MANUFACTURES INSTALLATION
 INSTRUCTIONS SUBMITTED PRIOR TO
 INSPECTION SHOWING ALLOWABLE RUN OF
 VENT AND EQUIPMENT SHALL BE INSTALLED
 PRIOR TO FINAL INSPECTION.
 2. OVERFLOW PROTECTION IS REQUIRED FOR
 ALL AHU EQUIPMENT INSTALLED.
 3. THERMOSTAT MOUNTING HEIGHT SHALL
 COMPLY WITH THE FAIR HOUSING ACT

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-08-07 Cont ID  
Sent By pkrauss Date 2001-08-07 Time 09:53 Rev Time 1.40
Received By pkrauss Date 2001-08-07 Time 08:43 Sent To  
Notes
2001-08-07 00:00:00*******************DENIED***************
  
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
 FOR REVIEW:
  
 1.PLAN SHEET M-4, DRYER EXHAUST VENTS
 ARE GREATER THAN 25'.AS PER 1997
 SMC 509.3, THE MAXIMUM LENGTH SHALL
 NOT EXCEED 25' FROM DRYER LOCATION
 TO WALL OR ROOF CAP.5' REDUCTION
 FOR EACH 90 DEGREE BEND AND 2 1/2'
 REDUCTION FOR EACH 45 DEGREE BEND.
 THE WALL OR ROOF CAP SHALL BE NON-
 SCREENED WITH BACK DRAFT DAMPER.
  
 2.PLAN SHEET M-6, A/C & E.W.H. DETAIL,
 AS PER AMENDED 1994 SPC 804.3 #5.,
 CONDENSATE DRAINS SHALL VENT TO THE
 ATMOSHERE AND NOT TERMINATE IN THE
 THE WALL AS SHOWN ON THE DETAIL.
 SHOULD VENT TERMINATE IN THE ATTIC,
 IS SHALL BE A MINIMUM OF 6" ABOVE
 THE INSULATION.
  
 3.PLAN SHEET M-6, A/C & E.W.H. DETAIL,
 INDICATES OVERFLOW PROTECTION SHALL
 BE ON THE UPPER FLOORS ONLY.THIS
 IS UNACCEPTABLE, OVERFLOW PROTECTION
 SHALL BE ON ALL UNITS TO PREVENT
 DAMAGE TO CARPET, WALLS AND INTERIOR
 OF APPARTMENT.
  
 NOTE:HEIGHT REQUIREMENTS FOR CONTROLS
 SHALL COMPLY WITH CHAPTER 5 OF
 FAIR HOUSING ACT.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096 EXT. 8388.

Review Stop P PLUMBING
Rev No 4 Status F Date 2002-02-05 Cont ID  
Sent By kstevens Date 2002-02-05 Time 14:30 Rev Time 5.00
Received By kstevens Date 2002-02-05 Time 14:30 Sent To  
Notes
2002-02-05 00:00:00DENIED
 REFERENCE: FBC-2001 - FHA AMEND-98
 DESIGN MANUAL
  
 1) SHT T1.01 COVER SHEET CALLS FOR IRR-
 AGATION SHEETS IR-1/IR-2, NONE FOUND.
 PLEASE SUBMIT IRRIGATION SHEETS.
 2) SHT 10.01 GENERAL NOTES #2 CHANGE
 CODE REFERENCE TO READ FLA. BLDG. CODE
 2001.
 3) SHT P-2 1ST FLOOR/1ST FLOOR (REV),"A"
 CLEANOUT REQUIRED AT CHANGE OF DIRECTION
 GREATER THAN 45 DEGREES. FBC SEC 708.3.3
 4) SHT P-2 2ND FLOOR/2ND FLOOR (REV),"A"
 MINIMUM 1-1/2" WASTE ARM TO KITCHEN SINK
 NOT 1" AS SHOWN. FBC TABLE 709.1
 5) SHT P-3 1ST FLOOR/1ST FLOOR (REV),"B"
 CLEANOUT REQUIRED AT CHANGE OF DIRECTION
 GREATER THAN 45 DEGREES. FBC SEC 708.3.3
 6) SHT P-3 2ND FLOOR/2ND FLOOR (REV),"B"
 MINIMUM 1-1/2" WASTE ARM TO KITCHEN SINK
 NOT 1" AS SHOWN. FBC TABLE 709.1
 7) SHT P-6 WATER RISER DIAGRAMS TYPICAL
 FOR ALL UNITS. WATER HAMMER ARRESTORS
 SHALL BE LOCATED IN AN "EFFECTIVE RANGE"
 OF ALL QUICK CLOSING VALVES (SOLENOID)
 PLEASE SHOW THESE ON RISER DIAGRAMS.
 FBC SEC 604.9
 8) SHT P-6 WATER RISER DIAGRAM FOR "C"
 UNIT SHOWS AIR CHAMBER. AIR CHAMBERS ARE
 NOT APPROVED, PLEASE REMOVE.
 9) SHT P-6 SANITARY RISER DIAGRAM. W/M
 STACK SHOWS 2" ON HORIZONTAL DRAIN LINE
 BUT 3" ON VERTICAL STACK. PLEASE SIZE
 DRAIN FOR 3" ALSO.
 10) PER NEIL MELICK APPLICATION FOR FBC
 WILL HAVE TO BE SUBMITTED. PREVIOUS
 APPLICATION SHALL BE VOIDED.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop P PLUMBING
Rev No 3 Status F Date 2001-11-19 Cont ID  
Sent By kstevens Date 2001-11-19 Time 15:14 Rev Time 1.00
Received By kstevens Date 2001-11-19 Time 15:14 Sent To  
Notes
2001-11-19 00:00:00DENIED
 REFERENCE: SPC-94 - FHA AMEND. 98 DESIGN
 MANUAL.
  
 1) PAGES A5.01 THRU A5.06, GROUND FLOOR
 UNITS, CLEAR FLOOR SPACE SHALL BE SHOWN
 FOR ALL FIXTURES PER FHA-98 DESIGN MANU-
 AL. PLEASE SHOW ALL CLEAR FLOOR SPACES.
 2) REQUIREMENT 6 OF THE DESIGN MANUAL
 NOT ADDRESSED. PLEASE SHOW COMPLIANCE BY
 SHOWING BACKING FOR GRAB BARS FOR W/C'S,
 AND TUBS AS REQUIRED.
 3) PAGE A5.06 C-1-R UNIT NOT DESIGNATED
 AS "A" OR "B", AND SPACE FOR W/C STILL
 SHOWS 2'6" AND 2'9" IS REQUIRED.
 4) SHEET 2 OF 12 ON CIVIL PLANS DOES NOT
 INDICATE WHERE BACKFLOWS ARE. PLEASE IN-
 DICATE WHERE BACKFLOWS ARE SHOWN ON
 PLANS AS REQUESTED.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop P PLUMBING
Rev No 2 Status F Date 2001-10-24 Cont ID  
Sent By kstevens Date 2001-10-24 Time 19:29 Rev Time 3.00
Received By kstevens Date 2001-10-24 Time 19:29 Sent To  
Notes
2001-10-24 00:00:00DENIED
 REFERENCE: SPC-94 - FHA AMEND 98 DESIGN
 MANUAL
 1) ALL GROUND UNITS SHALL COMPLY WITH
 FHA-98 DESIGN MANUAL SPECIFIED IN 24CFR
 100.205(C)(2)-(3). PLEASE COMPLY WITH
 REQUIREMENTS 1 THRU 7 & SPECIFY SPEC "A"
 AND/OR "B" FOR ALL UNITS.
 2) PAGE A5.01, UNIT A-1 MINIMUM SPACE
 FOR W/C'S IS 2'9". 2'6" IS SHOWN FOR W/C
 OPENING.
 3) PAGE A5.02, UNIT A-1-R MINIMUM SPACE
 FOR W/C 2'9"
 4) PAGE A5.03, UNIT B-1 MINIMUM SPACE
 FOR W/C IS 2'9".
 5) PAGE A5.04, UNIT B-1-R MINIMUM SPACE
 FOR W/C IS 2'9"
 6) PAGE A5.05, UNIT C-1 MINIMUM SPACE
 FOR W/C IS 2'9".
 7) PAGE A5.06, UNIT C-1-R MINIMUM SPACE
 FOR W/C IS 2.9".
 8) PAGE A7.03 DETAIL #10 GRAB BAR REIN-
 FORCEMENT DETAIL. PLEASE SUBMIT A SIGNED
 AND SEALED ENGINEERS CALCULATION FOR
 LOAD PRESSURES. PER SBC SEC 1704 ALLOW-
 ABLE LOADS/STRESS FOR GRAB BARS.
 9) PAGE P-6, WATER RISER DIAGRAMS FOR
 UNITS "C" & "C-REV". WATER HAMMER ARRES-
 TOR FOR 2ND FLOOR TO BE LOCATED BY FIX-
 TURES NOT UP HIGH AS SHOWN.
 10) PAGE T1.01 CALLS FOR IR-1 & IR-2
 IRRIGATION PLANS. NO IRRIGATION PLANS
 FOUND.
 11) PAGE P-1, CALLS FOR RPBF TO BE FOUND
 ON CIVIL DRAWINGS. NO BACKFLOW SHOWN FOR
 EACH BLDG. PLEASE INDICATE BACKFLOW FOR
 EACH BLDG.
 12) VENT THROUGH ROOF SHALL BE 4' MIN.
 FROM EACH FIRE SEPARATION WALL PER SBC-
 97 SEC 704.4(2)
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377

Review Stop P PLUMBING
Rev No 1 Status F Date 2001-07-21 Cont ID  
Sent By jleech Date 2001-07-21 Time 07:11 Rev Time 6.00
Received By jleech Date 2001-07-21 Time 07:11 Sent To  
Notes
2001-07-21 00:00:00DENIED;
  
 FAIR HOUSING ACT NOTES
 1.SPECIFY ONE DRAWINGS IF SPECIFICATION
 "A" OR "B" WILL BE USED FOR BATHROOMS
 IN ALL GROUND FLOOR UNITS.
 2.SHOWW CLEAR FLOOR SPACE IN FRONT OF
 PLUMBING FIXTURES AND KITCHEN
 APPLIANCES.
 3.SHOW REINFORCED BACKING IN WALLS FOR
 GRAB BARS TO COMPLY WITH FHA REQUIRE-
 MENT # 6.
 4.SIZE AND CONFIGURATION OF BATHROOMS
 SHALL COMPLY WITH FHA REQUIREMENT #7.
 AT THIS REVIEW NONE OF THE BATHROOMS
 COMPLY.
  
 PLUMBING PLAN REVIEW;
 1.BACKFLOW PROTECTION REQUIRED AT EACH
 BUILDING.
 2.FOUR INCH. SHALL BE WITHIN 3' OF
 BUILDING.
 3.IF WATER HAMMER ARRESTERS ARE
 SPECIFIED BY ENGINEER THEY MUST BE
 ENGINEERED AND COMPLY WITH SPC 607.8.2
 AND 607.8.3.
 4.WHERE IS CHART SHOWING WATER PIPE
 SIZES FOR WATER RIZER DIAGRAMS?
 5.SECOND FLOOR WATER HEATERS REQUIRE A
 PAN WITH DRAIN. PAN DRAIN LINE SHOULD
 BE ONE INCH. COMPLY WITH SPC SEC.
 507.8.2.
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT.8369

Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-04 Cont ID  
Sent By sgraham Date 2001-10-04 Time 09:25 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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