Plan Review Details - Permit 11040636
Plan Review Stops For Permit 11040636
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2011-06-13 Cont ID  
Sent By jwitmer Date 2011-06-13 Time 15:45 Rev Time 0.77
Received By jwitmer Date 2011-06-13 Time 15:45 Sent To  
Notes
2011-06-13 15:46:031 SET IS MISSING SHEET A5.1, DAVE GRUBER WILL BRING
 OVER NEW SHEET IN THE AM.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-05-03 Cont ID  
Sent By jwitmer Date 2011-05-03 Time 14:50 Rev Time 1.20
Received By jwitmer Date 2011-05-03 Time 14:50 Sent To  
Notes
2011-05-04 07:41:08BUILDING PLAN REVIEW
 PERMIT: 11040636
 ADD: 501 S OLIVE AVE.
 CONT: GRUEBER HALL CORP
 TEL: (561)662-3377
  
 2007 FLORIDA BUILDING CODEW/ 2009 FBC SUPPLEMENTS *
 WEST PALM BEACH AMENDMENTS (CHAPTER 1)
 2007 FLORIDA EXISTING BUILDING CODE/ 2009 SUPPLEMENTS
  
  
 2007 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PLEASE STATE AS TO WHAT CODE EDITION THESE PLANS
 WERE DESIGNED TOO?
  
 THE BUILDING REVIEW WILL BE USING THE STATED CODES FOR
 THIS REVIEW:
 ADOPTION OF THE FLORIDA BUILDING CODE: FL S 553.73
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS *
 WEST PALM BEACH AMENDMENTS (CHAPTER 1)
 2007 FLORIDA EXISTING BUILDING CODE/ 2009 SUPPLEMENTS
 2007 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2) SHEET A2.1:
  
 2A) THE FRONT ENTRY INDICATES THE CONSTRUCTION OF A NEW
 ACCESSABLE RAMP.ON THE EAST DEGE OF THE LANDING THE
 PLANS INDICATE A SIX INCH STEP AND THE ACTUAL RAMP
 PORTION INDICATES A LENGTH OF 5'-0". 11-4.8.2 SLOPE &
 RISE. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY
 RAMP. THE MAXIMUM SLOPE FOR A RAMP IN NEW CONSTRUCTION
 SHALL BE 1 TO 12. THE MAXIMUM RISE FOR RUN SHALL BE 30"
 (SEE FIGURE 16).
 IS THIS A DISCREPANCY, OR IS THE GRADE ON THE WEST SIDE
 OF THE RAMP A INCH HIGHER IN ELEVATION? THE OTHER ISSUE
 WITH THIS RAMP WILL BE THE ACTUAL HEIGTH OF THE RAMP OR
 CHANGE IN ELEVATION SECTION 11.4.8.5. HANDRAILS: IF A
 RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL
 PROJECTION GREATER THAN 72", THEN IT SHALL HAVE
 HANDRAILS ON BOTH SIDES. PLEASE PROVIDE DOCUMENTATION
 IF HANDRAILS WILL BE REQUIRED, FIELD VERIFY, THANK YOU.
  
 2B) THIS SHEET INDICATES THE USE OF A PEDESTAL SINK
 WITHIN THE NEW ACCESSIBLE RESTROOM. WHILE SHEET A5.1
 SECTION 2 INDICATES THE USE OF A WALL HUNG LAVATORY
 PLEASE PROVIDE IF THIS IS A PEDESTAL SINK WHICH WILL
 NEED TO COMPLY WITH:
 11-4.19.2 HEIGHT AND CLEARANCES.
 LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER
 SURFACE NO HIGHER THAN 34 INCHES (865 MM) ABOVE THE
 FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES
 (735 MM) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE
 APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITH FIGURE
 31.
  
 2C) THE PLAN ALSO INDICATES A OFFICE SPACE/ SHOWROOM
 WITH WHAT APPEARS TO BE A BREAK COUNTER LOCATED AT A
 HEIGTH OF 36". PLEASE PROVIDE COMPLIANCE WITH:
 11-4.24.2 HEIGHT. SINKS SHALL BE MOUNTED WITH THE
 COUNTER OR RIM NO HIGHER THAN 34" ABOVE THE FINISH
 FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH 30"
 WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH SINKS.
 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT
 LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)
 COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN
 FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR
 FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL
 EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE
 SINK.
  
 2D) PLANS FAIL TO INDICATE COMPLIANCE WITH 11-4.15 AN
 ACCESSIBLE DRINKING FOUNTAIN.
  
 3) SHEET A5.1:
 3A) SECTION DETAIL# 1 INDICATES A NEW METAL STUD
 CEILING BEING FRAMED IN AND THE COMMENT METAL STUD
 FRAMING AS REQUIRED. PLEASE PROVIDE THE FRAMING
 CRITERIA FOR THE METAL STUDS, TYPE OF METAL STUD, GAUGE
 OF STUD, SPACING FOR THE METAL STUD AND DIRECTION OF
 FRAMNG FOR WALLS AND CEILING PER 2007 FBC-B TABLE
 2506.2 STEEL STUD NON-LOAD BEARING , TABLE 2508.1STEEL
 FRAMING FOR GYPSUM BOARD AND 1607.13 & TABLE 1604.3
 DEFLECTION LIMITS FOR TYPE OF CEILINGS.
  
 3B) MISSING INFORMATION ON THE GRAB BARS, PROVIDE BOTH
 LENGTH OF BARS HEIGTH OF BARS FROM THE FINISH FLOOR
 LEVEL AND DISTANCE FROM TTHE CORNERS. PLEASE REVIEW
 CHAPTER 11, FIGURE 29.
  
 3C) PLEASE REVIEW THE LOCATION OF THE WATER CLOSET IN
 RELATION TO THE SIDE WALL, CHAPTER 11, FIGURE 28 THE
 CENTER LINE OF THE WATER CLOSET IS TO BE 18 INCHES FROM
 THE SIDE WALL.
  
 3D) THERE IS NO INFORMATION PROVIDED FOR THE BACKING
 REQUIRED FOR THE GRAB RAIL LOCATIONS ADJACENT TO THE
 WATER CLOSET, PLEASE REVIEW SECTION 11-4.26.3 FOR THE
 STRUCTURAL STRENGTH REQUIREMENTS.
  
 JAMES A. WITMER C.B.O.
 COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: (561)805-6715
 FAX:(561)805-6731
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2011-06-28 Cont ID  
Sent By rlecky Date 2011-06-28 Time 11:10 Rev Time 0.00
Received By rlecky Date 2011-06-28 Time 11:10 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2011-06-13 Cont ID  
Sent By rlecky Date 2011-06-13 Time 15:20 Rev Time 0.00
Received By rlecky Date 2011-06-13 Time 15:20 Sent To  
Notes
2011-06-13 15:20:43RESUBMITTAL DID NOT INCLUDE ELECTRIC
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2011-05-02 Cont ID  
Sent By rlecky Date 2011-05-02 Time 12:52 Rev Time 0.00
Received By rlecky Date 2011-05-02 Time 12:05 Sent To  
Notes
2011-05-02 12:53:25 
 1. PROVIDE A LIGHTING DENSITY CALCULATIONS SHOWING
 COMPLIANCE WITH THE FLORIDA BUILDING ENERGY CODE
 REQUIREMENTS. FBC 13-415 ABC.5
 2. SPECIFY ON THE PLANS HOW THE LIGHTING WILL BE
 CONTROLLED USING MOTION SENSORS OR SIMILAR TECHNIQUES.
 FBC 13-415 ABC.1.2. SPACE CONTROL; 13412.ABC.1.3
 ADDITIONAL CONTROLS
  
 ROBERT LECKY
 COMMERCIAL COMBINATION PLANS EXAMINER
 [email protected]
 561-805-6718
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2011-06-17 Cont ID  
Sent By wjolin Date 2011-06-17 Time 12:00 Rev Time 0.00
Received By wjolin Date 2011-06-17 Time 11:55 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2011-04-27 Cont ID  
Sent By wjolin Date 2011-04-27 Time 16:17 Rev Time 0.00
Received By wjolin Date 2011-04-27 Time 15:46 Sent To  
Notes
2011-04-27 15:55:13501 SOUTH OLIVE AVENUE
 PERMIT #11040636
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 ALL DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS
 OF NFPA 241.
  
 DESIGN SHALL CONFORM TO THE FLORIDA FIRE PREVENTION
 CODE 2007 EDITION: NFPA 1 AND NFPA 101 - 2006 EDITION
 WITH FLORIDA AMENDMENTS.
  
 PROVIDE BUILDING ADDRESS VISIBLE FROM THE STREET.
 NUMBERS SHALL BE AT LEAST SIX-INCHES IN HEIGHT AND
 SHALL CONTRAST THE BACKGROUND (REFERENCE: SECTION
 10.12.1.2 OF THE FLORIDA FIRE PREVENTION CODE - NFPA
 1).
  
 PROVIDE PORTABLE FIRE EXTINGUISHERS. EXTINGUISHERS
 SHALL HAVE A MINIMUM RATING OF 2A:10BC AND SHALL BE
 TAGGED BY A LICENSED FIRE EXTINGUISHER COMPANY. TRAVEL
 DISTANCE TO EXTINGUISHERS SHALL NOT EXCEED 75 FEET.
  
 THE RELEASING MECHANISM ON ALL DOORS SHALL OPEN THE
 DOOR WITH NOT MORE THAN ONE RELEASING OPERATION. THE
 RELEASING MECHANISM SHALL HAVE AN OBVIOUS METHOD OF
 OPERATION THAT IS READILY OPERATED UNDER ALL LIGHTING
 CONDITIONS. THE RELEASING DEVICE SHOULD BE CAPABLE OF
 BEING OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE
 TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST
 TO OPERATE PER SECTION 7.2.1.5.9 OF NFPA 101 FLORIDA
 EDITION 2007.
  
 PROVIDE HANDRAIL FOR EGRESS RAMP. HANDRAILS SHALL BE
 PROVIDED ALONG BOTH SIDES OF A RAMP SEGMENT STEEPER
 THAN 1 IN 20. A CURB OR BARRIER SHALL BE PROVIDED THAT
 PREVENTS THE PASSAGE OF A 4 INCH SPHERE WHERE ANY
 PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE FLOOR
 OR GROUND SURFACES. RAMP AND LANDING SHALL PREVENT THE
 ACCUMULATION OF WATER. PROVIDE RAMP AND HANDRAIL
 DETAILS.
  
 WESLEY JOLIN
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2011-06-28 Cont ID  
Sent By lmartine Date 2011-06-28 Time 17:10 Rev Time 0.00
Received By lmartine Date 2011-06-10 Time 11:03 Sent To  
Notes
2011-06-10 11:05:09B--16
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-06-10 Cont ID  
Sent By lmartine Date 2011-05-05 Time 11:02 Rev Time 0.00
Received By lmartine Date 2011-04-27 Time 08:30 Sent To  
Notes
2011-04-27 08:31:01B18
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2011-06-20 Cont ID  
Sent By hmoser Date 2011-06-20 Time 13:19 Rev Time 0.00
Received By hmoser Date 2011-06-20 Time 12:59 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2011-05-02 Cont ID  
Sent By hmoser Date 2011-05-02 Time 14:32 Rev Time 0.00
Received By hmoser Date 2011-05-02 Time 14:32 Sent To  
Notes
2011-05-02 14:34:28NO MECHANICAL PLANS SUBMITTED.
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop P PLUMBING
Rev No 2 Status P Date 2011-06-17 Cont ID  
Sent By lwagner Date 2011-06-17 Time 09:39 Rev Time 0.00
Received By lwagner Date 2011-06-17 Time 08:04 Sent To  
Notes
2011-06-17 09:39:15REVISION REQUIRED:
 REVISE SAN. ISO. - KS NOT PERMITTED ON WET VENT.
 H & C H20 DIAGRAM REQUIRED.
 ADD DF TO KITCHEN SINK
Review Stop P PLUMBING
Rev No 1 Status F Date 2011-04-28 Cont ID  
Sent By lwagner Date 2011-04-28 Time 14:17 Rev Time 0.00
Received By lwagner Date 2011-04-28 Time 12:40 Sent To  
Notes
2011-04-28 14:14:34FBC PLUMBING 2007 PLAN REVIEW #1
 DENIED:
  
 ***NOTE***FROM PAGE E-1 THE USE APPEARS TO BE
 MERCANTILE- A SHOW ROOM FOR CONSTRUCTION FIXTURES.
  
 1. SHEET A-5.1 THE WATER CLOSET IN THE NEW RESTROOM IS
 REQUIRED TO BE 18" FROM SIDE WALL.11-4.16.2 CLEAR FLOOR
 SPACE. CLEAR FLOOR SPACE FOR WATER CLOSETS NOT IN
 STALLS SHALL COMPLY WITH FIGURE 28. CLEAR FLOOR SPACE
 MAY BE ARRANGED TO ALLOW EITHER A LEFT-HANDED OR
 RIGHT-HANDED APPROACH.
  
 2. SHEET A-2.1 NEW PEDESTAL SINK MAY NOT COMPLY WITH
 11-4.19.2 HEIGHT AND CLEARANCES. LAVATORIES SHALL BE
 MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN
 34 INCHES (865 MM) ABOVE THE FINISH FLOOR. PROVIDE A
 CLEARANCE OF AT LEAST 29 INCHES (735 MM) ABOVE THE
 FINISH FLOOR TO THE BOTTOM OF THE APRON. KNEE AND TOE
 CLEARANCE SHALL COMPLY WITH FIGURE 31.
  
 3. SHEET A2.1 SINK CABINET SHOWN IS REQUIRED TO BE 34"
 AFF MAX. 11-4.24.2 HEIGHT. SINKS SHALL BE MOUNTED WITH
 THE COUNTER OR RIM NO HIGHER THAN 34 INCHES (865 MM)
 ABOVE THE FINISH FLOOR.
  
 4. BUSINESS AND MERCANTILE REQUIRE A DRINKING FOUNTAIN
 TO BE INSTALLED. 403.1 MINIMUM NUMBER OF FIXTURES.
  
 5. SANITARY, AND HOT AND COLD WATER ISOMETRIC WILL BE
 REQUIRED. 106.3.5 MINIMUM PLUMBING PLAN REVIEW CRITERIA
 FOR BUILDINGS.
  
 REVIEW BY LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 (561) 805-6692
 FAX (561) 653-2692
 E-MAIL [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2011-06-27 Cont ID  
Sent By aaponte Date 2011-06-27 Time 12:04 Rev Time 0.35
Received By aaponte Date 2011-06-27 Time 12:04 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2011-05-05 Cont ID  
Sent By aaponte Date 2011-05-05 Time 12:15 Rev Time 0.35
Received By aaponte Date 2011-05-05 Time 12:14 Sent To  
Notes
2011-05-05 12:24:19SECTION 94-118 - TABLE IV-15 REQUIRES A MINIMUM OF 30%
 TRANSPARENCY FOR ACTIVE USES ON GROUND FLOOR ALONG
 SECONDARY STREETS. GARDENIA ST AND OLIVE AVENUE ARE
 SECONDARY STREETS. PLEASE PROVIDE INFORMATION TO
 CONFIRM THAT THE PROPOSED REMOVAL OF EXISTING WINDOWS
 STILL COMPLIES WITH THE REQUIREMENT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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