Plan Review Details - Permit 01070299
Plan Review Stops For Permit 01070299
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-01-15 Cont ID  
Sent By rbrown Date 2002-01-15 Time 13:45 Rev Time 0.00
Received By rbrown Date 2002-01-15 Time 13:45 Sent To  
Notes
2002-01-15 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 --PROVISO--
 THE FINISHED FLOOR LEVEL SHALL BE
 VERIFIED BY A SIGNED AND SEALED
 ELEVATION CERTIFICATE.
  
 --PROVISO--
 SBC* 104.2.5SITE SURVEY.A SIGNED
 AND SEALED SURVEY DRAWING PREPARED BY A
 QUALIFIED SURVEYOR IS REQUIRED.
  
 --PROVISO--
 SEPARATE PERMIT APPLICATIONS ARE
 REQUIRED FOR THE ALUMINUM SHUTTERS AND
 THE AWNINGS (SBC* 104.1.1).
  
 --PROVISO--
 SHEET A5.3 SHALL BE REVISED TO SUIT THE
 AMENDED STAIRCASE ARRANGEMENT ON SHEETS
 A1.1 AND A1.2.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-01-04 Cont ID  
Sent By rbrown Date 2002-01-04 Time 12:29 Rev Time 0.00
Received By rbrown Date 2002-01-04 Time 12:29 Sent To  
Notes
2002-01-07 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE
 SBC*= STANDARD BUILD'G CODE (AMENDMENTS)
  
 --PROVISO--
 SBC* 104.1.1SEPARATE PERMIT
 APPLICATION IS REQUIRED FOR THE
 ALUMINUM SHUTTERS.
2002-01-04 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE
 SBC*= STANDARD BUILD'G CODE (AMENDMENTS)
  
 THE FOLLOWING REVIEW COMMENTS ARE
 NUMBERED AS PER THE RELEVANT ITEM FROM
 THE BUILDING PLAN REVIEW OF 12/03/01:
  
 9) PRODUCT APPROVALS.NONE OF THE
 APPROVALS SUBMITTED ARE APPLICABLE TO
 DOOR 105-1 (TYPE D), DOOR 002-2 (TYPE B)
 OR WINDOW TYPES C, D AND E.ALSO, THE
 DIMENSIONS AND CONFIGURATION OF WINDOW
 TYPES A, B, F AND G ARE OUTSIDE THE
 SCOPE OF THE SUBMITTED PRODUCT APPROVAL.
 SUBMIT PRODUCT APPROVALS TO COVER THE
 TYPES OF WINDOWS AND DOORS PROPOSED.
  
 13) PROVISO: SHEET A5.3 SHALL BE REVISED
 TO SUIT THE AMENDED STAIRCASE
 ARRANGEMENT ON SHEETS A1.1 AND A1.2.
  
 14) PROVISO: A SEPARATE APPLICATION IS
 REQUIRED FOR THE AWNINGS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-12-03 Cont ID  
Sent By rbrown Date 2001-12-03 Time 10:43 Rev Time 0.00
Received By rbrown Date 2001-11-29 Time 10:42 Sent To  
Notes
2001-12-06 00:00:00SUMMARY OF CONSULTATION MEETING HELD ON
 12/6/01 REGARDING COMMENT NO 17 OF
 12/3/01 PLAN REVIEW (SEE BELOW):
  
 17) SBC 1004.3.1, SBC 1004.3.2 AND
 SBC 1004.3.5 ACCESSIBLE MEANS OF EGRESS,
 AREAS OF REFUGE:
 WHERE MORE THAN ONE REGULAR MEANS OF
 EGRESS IS REQUIRED, NOT LESS THAN TWO
 ACCESSIBLE MEANS OF EGRESS SHALL BE
 PROVIDED.EACH STAIR WHICH IS TO BE
 CONSIDERED PART OF AN ACCESSIBLE MEANS
 OF EGRESS SHALL EITHER INCORPORATE AN
 AREA OF REFUGE OR BE ACCESSED FROM AN
 AREA OF REFUGE.
2001-12-03 00:00:00 
  
  
 BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE
 SBC* = STANDARD BUILDING CODE (AMENDMENT
 S)
 FL ACC CODE = FLORIDA ACCESSIBILITY CODE
 FL ENERGY CODE = FLORIDA ENERGY EFFICIEN
 CY CODE FOR BUILDING CONSTRUCTION
  
  
 THE FOLLOWING REVIEW COMMENTS ARE
 NUMBERED AS PER THE RELEVANT ITEM FROM
 THE 8/10/01 BUILDING PLAN REVIEW AND THE
 LETTER OF RESPONSE DATED 10/24/01:
  
 3) SBC* 1804.2.7.2(3)NO SOILS REPORT
 WAS ATTACHED TO THE LETTER OF RESPONSE.
  
 7) SHEET S-4. DESIGN PARAMETERS.
 REFERENCE TO SBC 1999 SHALL BE CORRECTED
 TO READ SBC 1997.
  
 8) FL ENERGY CODE 103.0ENERGY CODE
 COMPLIANCE FORMS SHALL BE SUBMITTED AND
 A CERTIFICATE OF COMPLIANCE SHALL BE
 SUBMITTED.
  
 9) PRODUCT APPROVALS.AS PREVIOUSLY
 STATED, THE PERMIT CANNOT BE ISSUED
 UNTIL THE REQUIRED PRODUCT APPROVAL TEST
 REPORTS ARE SUBMITTED. ALTERNATIVELY,
 THE REPORTS CAN BE SUBJECT TO A SEPERATE
 PERMIT APPLICATION WITH ASSOCIATED FEES.
  
 13) SBC 1007.5.5HANDRAILS SHALL
 CONTINUE TO SLOPE BEYOND THE BOTTOM
 RISER BY A DISTANCE EQUAL TO THE DEPTH
 OF ONE TREAD.ON SHEET A5-3, THE 1ST
 FLOOR PLANS 01 AND 02 DO NOT SHOW
 HANDRAILS EXTENDING THE REQUIRED
 DISTANCE BEYOND THE BOTTOM RISER.NOTE
 THAT THE REQUIREMENTS OF SBC 1007.4.2 IN
 RESPECT OF LANDING WIDTH MUST BE
 OBSERVED.
  
 14) SBC* 104.1.1A SEPARATE PERMIT
 APPLICATION IS REQUIRED FOR AWNINGS (SEE
 WINDOWS AND DOORS UNDER SBC* 104.1.1)
  
 16) FL ACC CODE 4.3SUBMIT FURTHER
 INFORMATION REGARDING THE WALKWAY LEVELS
 ON THE EXISTING COVERED WALK AND NEW
 WALKWAY/RAMP LEADING TO THE RETAINED
 ONE-STOREY CBS BUILDING.SUBMIT
 INFORMATION REGARDING THE SLOPE AND
 WALKWAY LEVELS LEADING TO THE WEST
 STAIRCASE EXIT DOOR.THE HEIGHT OF THE
 GUARDING TO THE PROPOSED CONCRETE RAMP
 SHALL BE INCREASED TO 36" (SBC 1015.2)
  
 17) SBC 1004.3.1, SBC 1004.3.2.1,
 SBC 1004.3.5 ACCESSIBLE MEANS OF EGRESS,
 AREAS OF REFUGE:
  
 PENDING CONSULTATION WITH
 CAPTAIN MIKE CARSILLO ON
 WEDNESDAY 12/5/01
  
 18) FL ACC CODE 4.5.1ADD NOTES TO THE
 PLANS STATING THAT ALL FLOORING SURFACES
 ARE TO COMPLY WITH THE ABOVE.NOTE THAT
 APPENDIX A (COMMENTARY OF THE AMERICANS
 WITH DISABILITIES ACT ACCESSIBILITY
 GUIDELINES (ADAAG)) A4.5.1 RECOMMENDS A
 MINIMUM STATIC COEFFICIENT OF FRICTION
 OF 0.6 FOR ACCESSIBLE ROUTES AND 0.8 FOR
 RAMPS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-08-09 Cont ID  
Sent By jwitmer Date 2001-08-09 Time 13:57 Rev Time 0.00
Received By jwitmer Date 2001-08-10 Time 08:12 Sent To  
Notes
2001-08-09 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070299
 1901 S FLAGLER DR
 CONT: NAVARRO & MAGGARZ
 TEL: (561) 358-4585
  
 SBC= STANDARD BUILDING CODE
 SBC*= STANDARD BUILDING CODE AMENDMENTS
 FL ACC CODE=FLORIDA ACCESSIBILITY CODE
  
 1)- SBC* 104.2.2 SURVEY REQUIRED, SHOW
 THE FLOOR LEVEL OF THE EXISTING BUILDING
  
 2)- FLOOD ZONE THE SITE IS LOCATED IN A
 "A-5" FLOOD ZONE WITH A BASE ELEVATION
 OF 7'-6" CITY CODE REQUIREMENT.
  
 3)- SBC* 1804.2.7.2(3) SOILS REPORT:
 TO INDICATE THE MINIMUM SAFE BEARING
 VALUE.
  
 4)- FL S.S. 481/61G15-23.002 ARCHITECTUR
 AL PLANS FOR PUBLIC RECORDS REQUIRE SIGN
 ED & SEALED PLANS, SEE NO SEAL ON PLUMB-
 ING & MECHANICAL.
  
 5)- SBC TABLE 1004.EGRESS REQUIREMENTS:
 LIFE SAFETY PLAN DOESN,T SHOW OCC.LOADS
 FOR THE FIRST OR SECOND FLOOR. THE FIRST
 FLOOR DOESN,T INDICATE THE OCC. LOAD
 FROM THE EXISTING BUILDING, THE CLASS-
 ROOMS TAKEN WITH THE 20% NET FOR OCC.
 LOAD @ 0.2 (FOOTNOTE 12,DOORS) GIVES THE
 CLEAR OPENING REQUIRED IN INCHES 187".
 5 DOORS @34"(CLEAR) = 170". AGAIN AS
 STATED EARLIER WE DON'T HAVE THE OCCU-
 PANT LOAD OF THE EXISTING BUILDING.
 SECOND FLOOR,THE EXITING ON THE SECO
 ND FLOOR IS A SERIOUS PROBLEM. THERE IS
 A OCC LOAD OF 1002 A REQUIRED 200.4" IS
 REQUIRED FOR CLEAR DOOR WIDTH. THE
 REQUIRED MINIMUM STAIR WIDTH IS 300.6"
 OR 25.05'. THE TOTAL STAIRWELL WIDTH IN-
 DICATED ON THE PLANS FROM THE 2 STAIR-
 WELLS IS 25', THE TOTAL WIDTH OF THE
 STAIRS IS ONLY 12.5' (SWITCHBACK STAIR).
  
 6)- SBC 1021.1: SPECIAL EXIT REQUIREMENT
 WHAT AGE OR GRADE WILL THE CLASSROOMS BE
 USED FOR, FIRST FLOOR, SECOND FLOOR?
 SHOW ON THE LIFE SAFETY PLAN, PLEASE.
  
 7)- SHEET S-4 DESIGN PARAMETERS, THE BOX
 ES FOR BOTH 1999 (1997) AND THE ASCE
 7-95 ARE BOTH CHECKED, THE BUILDING CAN
 BE DESIGNED FOR ONLY ONE CRITERIA.
  
 8)- MISSING ENERGY CALS.
  
 9)- 1606.2.6.2COMPONENTS & CLADDING:
 A) WINDOWS & MULLIONS: WILL REQUIRE 2
 COPIES OF THE TESTING REPORTS,EITHER
 SBCCI OR DADE COUNTY PRODUCT APPROV-
 AL REPORTS. IF THE REPORTS ARE NOT
 PART OF THE PERMIT PACKAGE, A SEPER-
 ATE PERMIT WITH ASSOCIATED FEES WILL
 BE REQUIRED. IF THE WINDOWS HAVE NOT
 PASSED THE LARGE MISSLE IMPACT RESIS
 TANCE TESTING STORM SHUTTERS WILL BE
 REQUIRED, SEE THE CITIES " OFFICIAL
 INTERPRETATION FOR THE IMPLEMENTA-
 TION OF THE HURRICANE MISSLE IMPACT
 PROTECTION STANDARDS. SEE ITEM
 NUMBER 14 OF INTERPRETATION.
 B) EXTERIOR DOORS AND THE ROOF HATCH
 WILL REQUIREPRODUCT TESTING, IF
 THERE IS GLAZED OPENINGS IN THE UNIT
 THEY WILL NEED TO SHOW PRODUCT TEST-
 ING FOR LARGE MISSLE TESTING.
 C) ROOFING; THE ROOFING ASSEMBLY RE-
 QUIRES PRODUCT TESTING FOR THE WIND-
 ZONE THAT THE MATERIALS WILL BE
 USED IN.
  
 10)- THE DOOR SCHEDULE DOESN'T INDICATE
 THE RATING AS PER SBC 705.1.3.2.1.
 FIREDOORS ARE CLASSIFIED AS 3 HR,1 1/2HR
 1HR, 3/4 HR OR 20 MIN.
  
 11)- SBC 705.6 PENETRATIONS OF HORIZON-T
 AL ASSEMBLIES, PROVIDE MANUFACTURES SPEC
  
 12)-SBC 1604.6.1. CONCENTRATED LOADS
 (POINT LOAD) SEE SHEET S-3 / M-6FOR
 LOADING OF CHILLER.NOT INDICATED ON
 S-3.
  
 13)- SHEET A.5.3 DETAILS .03/.04 METAL
 GAURDRAIL DETAIL, SBC 1007.5.5 HANDRAILS
 SHALL EXTEND 12" HORIZONTALLY BEYOND THE
 TOP RISER. AT THE BOTTOM THE HANDRAIL
 WILL BE CONTINUOUS TO SLOPE FOR A DISTAN
 CE OF THE DEPTH OF ONE TREAD FROM THE
 BOTTOM RISER.
  
 14)- SBC 104.2.2. ADDITIONAL INFORMATION
 REQUIRED: AWNINGS WILL REQUIRE A SSEPER-
 ATE PERMIT W/ FEES.
  
 15)- SBC 104.2.2: BRICK VENEER WALL,
 REQUIRES WALL TIES, SEE SEC 1403SBC.
  
 16)- FL ACC CODE 4.3 SHOW AN ACCESSIBILE
 ROUTE FOR THE INTERIOR AND EXTERIOR OF
 BUILDING.
  
 17)- FL ACC CODE 4.3.11 AREA OF RESCUE
 ASSISTANCE, SHOW COMPLIANCE.
  
 18)- FL ACC CODE 4.5.1 FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES AND IN ACCESS-
 IBLE ROOMS AND SPACES INCLUDING FLOORS,
 RAMPS STAIRS, AND CURB RAMPS SHALL BE
 STABLE, FIRM & SLIP-RESISTANT.A STATIC
 COEFFICIENT OF FRICTION OF 0.6 IS RECOM-
 MENDED FOR ACCESSIBLE ROUTE AND 0.8
 FOR RAMPS.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-08-07 Cont ID  
Sent By dpalmer Date 2001-08-07 Time 15:56 Rev Time 0.00
Received By dpalmer Date 2001-08-07 Time 15:56 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2001-07-12 Cont ID  
Sent By mamini Date 2001-07-12 Time 08:07 Rev Time 2.00
Received By mamini Date 2001-07-12 Time 08:05 Sent To  
Notes
2001-07-12 00:00:00PASSED WITH PROVISOS:
 1. ANY NEW CONNECTION TO CITY SERVICES
 REQUIRES A SEPARATE PERMIT THROUGH
 PUBLIC UTILITIES ENGINEERING SERVICES
 DEPARTMENT. 659-8040
 2. POLLUTION PREVENTION PLAN MUST BE
 INSTALLED IN THE FIELD PRIOR TO ANY WORK
  
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2002-01-11 Cont ID  
Sent By rbrown Date 2002-01-11 Time 10:14 Rev Time 0.00
Received By rbrown Date   Time   Sent To  
Notes
2002-01-11 00:00:00APPROVED PER MIKE 12/28/01, SEE PLANS
 AND APPLICATIONLM
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-11-14 Cont ID  
Sent By mcarsill Date 2001-11-14 Time 13:24 Rev Time 0.00
Received By mcarsill Date 2001-11-14 Time 13:24 Sent To  
Notes
2001-11-14 00:00:001) BUILDING ADDRESS REQUIRED PER CITY
 CODE 3343-00.
 2) PLEASE PROVIDE MORE DETAILS ON
 EGRESS WINDOWS. WINDOWS CANNOT BE MORE
 THAN 44 INCHES ABOVE THE FLOOR. ALSO
 THE WINDOWS MUST PROVIDE AT LEAST 5.7
 SQUARE FEET IN AREA.
 3) PANIC HARDWARE REQUIRED ON EGRESS
 DOORS.
 4) SELF-CLOSING DEVICES REQUIRED ON
 ALL RATED FIRE DOORS.
 5) MECHANICAL EQUIPMENT APPEAR TO BE
 SHOWN IN FIRE EXIT STAIRS. NO
 EQUIPMENT EXCEPT FOR EMERGENCY LIGHTING
 AND FIRE PROTECTION EQUIPMENT ALLOWED
 IN EXIT STAIRS. (PAGE M-4)
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-07-10 Cont ID  
Sent By mcarsill Date 2001-07-10 Time 09:56 Rev Time 0.00
Received By mcarsill Date 2001-07-10 Time 09:56 Sent To  
Notes
2001-07-10 00:00:001) PLEASE INDICATE PROPOSED OCCUPANT
 LOAD FOR THE ACADEMY. PLEASE INDICATE
 HOURS OF OPERATION AND THE AGES OF
 THE CHILDREN. PLEASE INDICATE WHAT THE
 GRADE AND AGES OF THE CHILDREN ARE
 PLANNED FOR THE SECOND FLOOR.
 2) PLEASE INDICATE LOCATIONS AND
 DIMENSIONS FOR WINDOWS USED FOR RESCUE
 AND VENTILATION PURPOSES.
 3) SEVERAL DRAWINGS ARE NOT SEALED.
 4) PLEASE INDICATE WHAT PROVISIONS HAVE
 BEEN MADE FOR THE PHYSICALLY
 HANDICAPPED.
 5) ANY JANITOR CLOSETS LIKE 501 ARE
 REQUIRED TO BE FIRE SPRINKLER PROTECTED.
 DOMESTIC WATER CAN BE USED FOR THIS
 PURPOSE.
 6) NO FIRE HYDRANTS SHOWN ON ELEVATION
 DRAWINGS.
 7) NO INTERIOR FINISH CLASSIFICATION
 PROVIDED FOR WALLS AND CEILINGS.
 8) PLEASE PROVIDE MORE DETAILS ON
 RESIDENTIAL RANGE AND HOOD. WHAT IS THIS
 USED FOR.
 9) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE ALARM SYSTEM.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-12-31 Cont ID  
Sent By pkrauss Date 2001-12-31 Time 08:42 Rev Time 1.50
Received By pkrauss Date 2001-12-31 Time 07:27 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2001-11-29 Cont ID  
Sent By pkrauss Date 2001-11-29 Time 08:19 Rev Time 3.00
Received By pkrauss Date 2001-11-28 Time 13:22 Sent To  
Notes
2001-11-29 00:00:00********************DENIED**************
  
  
 PLEASE CLARIFY FCU-1 & FCU-2 IN THE
 STAIRWELL.THERE SHALL BE NO
 MECHANICAL EQUIPMENT IN STAIRWELL AS
 PER THE 2000, 101LIFE SAFETY CODE.
  
 PLAN SHEET M-4 - DUCT PENETRATIONS FOR
 ONE HOUR WALL NOTE 1, DUCTS ARE 100
 SQUARE INCHES IN AREA OR SMALLER.
 PLEASE CLARIFY WHAT PENETRATIONS ARE
 LESS THAN 100 SQ INCHES.PLEASE NOTE,
 NOT ALL DUCTS ARE IDENTIFIED WITH A
 DUCT SIZE.
  
 PLEASE NOTE EXHAUST OUTLETS FOR DUCTS
 CONVEYING NOXIOUS GASES FLAMMABLE
 VAPORS, AND CORROSIVE VAPORS SHALL
 TERMIATE OUTSIDE THE BUILDING AND SHALL
 BE LOCATED 10' FROM ANY ADJACENT
 BUILDING, PARKING AREA, ADJACENT
 PROPERTY LINE, WINDOW, DOOR, OR AIR
 INTAKE OPENING AND SHALL BE LOCATED AT
 LEAST 10' ABOVE THE ADJOINING GRADE
 LEVEL.
  
 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 2001-08-06 Cont ID  
Sent By pkrauss Date 2001-08-06 Time 13:58 Rev Time 1.30
Received By pkrauss Date 2001-08-06 Time 12:52 Sent To  
Notes
2001-08-06 00:00:00********************DENIED**************
  
  
 PLEASE PROVIDE OUTSIDE AIR CALCULATIONS
 AS PER ASHRAE 62-89.PROVIDE AIR
 BALANCE SCHEDULE TO SHOW COMPLIANCE
 WITH 1997 SMC 501.2.
  
 PLEASE PROVIDE INFORMATION ON "KILN"
 HOW IS IT BEING VENTED. WHAT IS THE
 KILN USED FOR?PLAN A1.4 INDICATES ROOM
 201A IS A STORAGE ROOM WHERE THE KILN
 IS LOCATED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096 EXT. 8388.
  
 CALLED MARION CONSTRUCTION CO., LETTER F
 ROM ENGINEER NEEDS TO REFERENCE PLAN REV
 ISION FOR 7-24-01.ALSO NEED TO COPIES
 OF LETTER SIGNED, SEALED AND DATED.
  
 PLANS OKAY.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-05-09 Cont ID  
Sent By kstevens Date 2002-05-09 Time 19:47 Rev Time 0.00
Received By kstevens Date 2002-05-09 Time 19:47 Sent To  
Notes
2002-05-09 00:00:00REVISION OK - SANT RISER DIAGRAM - P-3
Review Stop P PLUMBING
Rev No 4 Status P Date 2002-01-11 Cont ID  
Sent By kstevens Date 2002-01-11 Time 09:21 Rev Time 1.00
Received By kstevens Date 2002-01-11 Time 09:21 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2002-01-08 Cont ID  
Sent By kstevens Date 2002-01-08 Time 19:37 Rev Time 1.25
Received By kstevens Date 2002-01-08 Time 19:37 Sent To  
Notes
2002-01-08 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 PREVIOUS COMMENTS FROM 7-27-01
 4) SHT P-2 CONDENSATE DRAIN TIED INTO
 STORM DRAIN SHALL HAVE A RELIEF VENT IN
 CASE OF BACK-UP OF STORM WATER.
 8) SHT A1.3, TURNING RADIUS TO BE IN
 TOILET ROOM NOT STALL. CLEAR FLOOR SPACE
 TO BE SHOWN FOR HDCP URNAL AND DOOR FROM
 STALL SHALL NOT SWING INTO THAT CLEAR
 FLOOR SPACE.
 PREVIOUS COMMENTS FROM 11-18-01
 1) SHT A1.4 TEACHERS PLANNING ROOM, SHOW
 CLEAR FLOOR SPACE FOR SINK AND KNEE
 CLEARANCE PER FACBC SEC 4.24
 2) SHT A1.3, RM #102 PROVIDE CODE REFER-
 ENCE, CHILDERNS H/C PLUMBING FIXTURES
 FOR DIMENSIONS, GRAB BARS, DOOR SWING.
 NOT FOUND, PLEASE CALL OUT RESPONSE.
 4) SHT P-2 RM'S 401 & 501, BACKFLOW DE-
 VISES SHALL BE NO HIGHER THAN 4' ABOVE
 FINISH FLOOR FOR SERVICE.
 5) SHT P-3 WASTE & VENT RISER, TAB 714.1
 FIXTURE LOAD NOT ADDRESSED, REQUIRED TO
 SIZE BLDG DRAIN.
 5B) SHT P-3 TWO WAY C/O AT BLDG DRAIN &
 BLDG SEWER NOT ADDRESSED. SPC SEC 710(6)
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2001-11-18 Cont ID  
Sent By pschmitz Date 2001-11-18 Time 12:17 Rev Time 0.00
Received By pschmitz Date 2001-12-14 Time 10:36 Sent To  
Notes
2001-11-18 00:00:00PLUMBING PLAN REVIEW,DENIED
 CODE REFERENCES STANDARD PLUMBING-94
 FLORIDA ACCESSIBILITY CODE-97
 PREVIOUS COMMENTS NOT ADDRESSED 07-27-01
 (4) SHT P-2 CONDENSATE DRAIN TERMINATION
 NOT SHOWN ON SHT C-1, CIVIL PLANS.
 (8) SHT A1.3, 1ST, 2ND FLR BOYS & GIRLS
 TOILET RM'S, COMPLY W/SEC 4.2.3 & 4.22.3
 TOILET RM WHEEL CHAIR TURNING SPACE, SEE
 FIG 30(E) FOR STALLS, URINALS MAX HIGTH
 SEC 4.18.2, CLEAR FLR SPACE SEC 4.18.3
 NEW COMMENTS DATED 11-18-01PES
 (1) SHT A1.4 TEACHERS PLANNING RM OR
 ( BREAK RM.) SEC 4.24 SINK HGTH, 34"FF
 CLEAR FLR SPACE 30"X 48", KNEE CLEARANCE
 (2) SHT A1.3, RM #102 PROVIDE CODE REFER
 ENCE, CHILDERNS H/C PLUMBING FIXTURES.
 FOR DIMENSIONS, GRAB BARS, DOOR SWING.
 (3) SHT A2.1,2 PARAPET DETAIL, PROVIDE
 CALCULATIONS FOR SCUPPER DRAINS, SIZE
 LOCATION, 1/2 THE VERTICAL WALLS 1108.3
 SEE TAB 1109.3, RATE OF RAINFALL 8.5"
 (4) SHT P-2 RM 401,501 JANITORS CLOSET
 SPRINKLER HEAD, COMPLY WITH SEC 606.3 &
 606.1 ADEQUATE PROTECTION OF POTABLE
 WATER SHALL BE PROVIDED FROM UNSAFE
 SYSTEM TO A SAFE SYSTEM, PROVIDE INFOR-
 MATION ON TYPE OF BACKFLOW PROTECTION.
 (5A)SHT P-3 WASTE & VENT RISER,TAB 714.1
 PROVIDE FIX UNIT LOAD TO SIZE BLDG DRAIN
 (5B) TWO WAY CO. REQUIRED AT JUNCTION OF
 BUILDING DRAIN AND THE BUILDING SEWER.
 SEC 710(6).
 (6) SHT P-3,4 DETAILS OF WATER PIPING,
 COMPLY W.SEC 607.8.1,WATER HAMMER ARREST
 ORS SHALL BE SIZED AND INSTALLED AS PER
 PDI-WH201, NOT AT THE HIGH POINT OF THE
 SYSTEM.SPECIFY TYPE AND MANFACTURE.
 END OF COMMENTSPAUL SCHMITZ
 QUESTIONS561-659-8096X8233
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-07-27 Cont ID  
Sent By jleech Date 2001-07-27 Time 15:31 Rev Time 3.00
Received By pschmitz Date 2001-07-27 Time 15:30 Sent To  
Notes
2001-07-27 00:00:00DENIED;
  
 1.SIZE ROOF DRAINS AND SHOW CALCULATIONS
 SEE SPC CHAPTER 11 BASE CALCULATIONS
 4.5" OF RAIN PER HOUR.
 2.SHOW RISER DIAGRAMS FOR ROOF DRAINS
 AND POTABLE WATER.
 3.SHOW CALCULATIONS FOR MINIMUM BATHROOM
 FACILITIES. SEE TABLE 407 IN THE 94
 PLUMBING CODE.
 4.CONDENSATE DRAINS SHALL BE TRAPPED AND
 HOOKED UP DIRECTLY TO A/H UNITS.BACK-
 WATER VALVE IS NOT REQUIRED. CIVIL
 PLANS DO NOT SHOW CONDENSATE. DRAINS
 SHOULD GO TO STORM OR TO A DRY WELL.
 5.PAGE P-1 (PLUMBING FIXTURE SCHEDULE)
 HANDICAP URINALS ARE REQUIRED.FACBC
 SEC 4.22.5.
 6.SANITARY RISER DIAGRAM MISSING FOR
 DRINKING FOUNTAIN ON SECOND FLOOR.
 7.PAGE A1.1 TOILET IN ROOMS 1O1, 102
 AND 104 SHOULD HAVE FACILITIES TO
 WASH HANDS FOR SANITARY REASONS.
 8.SHOW WHEELCHAIR TURNING RADIUS ON
 PLANS. PER.4.2.3 AND 4.22.3.
 9.IF KITCHEN IS SERVING LUNCHES. PLANS
 SHALL BE REVIEW AND APPROVED BY THE
 HOTEL AND RESTAURANT DEPARTMENT. ALSO
 CONTACT RODNEY COMPO IN THE UTILITY
 DEPARTMENT TO SEE IF A GREASE TRAP IS
 REQUIRED.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT 8369
Review Stop Z ZONING
Rev No 1 Status P Date 2002-01-16 Cont ID  
Sent By sgraham Date 2002-01-16 Time 12:13 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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