Plan Review Details - Permit 01110637
Plan Review Stops For Permit 01110637
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-09-04 Cont ID  
Sent By jwitmer Date 2002-09-04 Time 13:10 Rev Time 0.45
Received By jwitmer Date 2002-09-04 Time 13:10 Sent To  
Notes
2002-09-04 00:00:00RECEIVED SIGN/ SEALED LETTER FROM ARCH
 CHANGE IN STAIRSOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-08-30 Cont ID  
Sent By jwitmer Date 2002-08-30 Time 05:58 Rev Time 1.00
Received By jwitmer Date 2002-08-30 Time 05:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-08-24 Cont ID  
Sent By jwitmer Date 2002-08-24 Time 09:32 Rev Time 1.00
Received By jwitmer Date 2002-08-24 Time 09:32 Sent To  
Notes
2002-08-24 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 01110637
 ADD: 4600 N FLAGLER
 CONT:ANDERSON-MOORE CONST
 TEL: (561)627-4744
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) THE PROBLEM PLAN REVIEW IS HAVING IN
 APPROVING YOUR PLAN, THE NOTES INDICATE
 (2) SCENARIOS, EITHER WE COUNT THIS AS
 1 BUILDING WITH ADDITION OR 2 SIDE BY
 SIDE.
  
 2) IF WE COUNT THIS AS ONE BUILDING THE
 FIRE DEPARTMENT IS LOOKING FOR FIRE
 SPRINKLERS, THE NEW STAIRS STILL NEED TO
 COMPLY WITH LIFE SAFETY CODE BUT WE CAN
 COUNT THE EXISTING HANDICAPPED RAMP AS
 A MEANS OF EGRESS FOR THE BUILDING.
  
 3) IF WE COUNT THIS AS A NEW BUILDING,
 THE NEW STRUCTURE DOES NOT NEED TO BE
 FIRE SPRINKLER, WE DO NEED A ACCESSIBLE
 RAMP TO THIS STRUCTURE, AND THE STAIRS
 THOUGH THEY MEET THE BLDG CODE, WITH
 A 2R+1T= 24/25", THE LIFE SAFETY CODE
 DOESN'T ALLOW A 14" TREAD, A 13" TREAD
 IS ALLOWED, T(13) + (2) 5 1/2(R)= 24"
 WHICH WOULD SATISFY BOTH CODES.
  
 4) NOT MENTIONED IN THE FIRST REVIEWS
 TO REMEMBER TO MAKE A PORTION OF THE
 PICNIC TABLES ACCESSIBLE FOR THE HANDI-
 CAPPED.
  
 5) REQUIREMENTS FOR RAMPS ARE ATTACHED
 PLAN REVIEW OF 7/29/02
  
 BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-07-29 Cont ID  
Sent By btrobaug Date 2002-08-22 Time 16:47 Rev Time 1.00
Received By jwitmer Date 2002-07-29 Time 13:45 Sent To  
Notes
2002-07-29 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 01110637
 ADD: 4600 N FLAGLER
 CONT: ANDERSON-MOORE
 TEL: (561)627-4744
 SBC= 1997 STANDARD BUILDING CODE
  
 THE ORIGINAL NOTIRIZED LETTER FROM THE
 CONTRACTOR OF RECORD SHALL BE REQUIRED,
 BEFORE OWNERSHIP OF PERMIT,PLANS & FEES
 MAY BE TRANSFERRED.
  
 1) 1019.8.1 IN BUILDINGS OF GROUP A
 OCCUPANCY, FLIGHTS OF LESS THAN 3 RISERS
 SHALL NOT BE USED IN INTERIOR OR EXTER-
 IOR STAIRS, EXIT PASSAGE WAYS, AT
 ENTRANCE OR ELSEWHERE IN CONNECTIOIN
 WITH REQUIRED EXITS. TO OVERCOME LESSER
 DIFFERENCES IN LEVEL, RAMPS IN ACCORD-
 ANCE WITH 1013 SHALL BE USED.
  
 2)11-4.1.3(1) AT LEAST ONE ACCESSIBLE
 ROUTE COMPLYING WITH 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENTRANCES WITH ALL ACCESSIBLE SPACES
 AND ELEMENTS WITHIN THE BUILDING OR
 FACILITY.
  
 3)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).
  
 4)11-4.8.3. CLEAR WIDTH. THE MINIMUM
 CLEAR WIDTH OF A RAMP SHALL BE 36".
 EXCEPTION: RAMPS THAT ARE PART OF A
 REQUIRED MEANS OF EGRESS SHALL NOT BE
 LESS THAN 44 INCHES WIDE.
  
 5)11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
  
 6)11-4.8.4(3) IF RAMPS CHANGE DIREC-
 TION AT LANDINGS, THE MINIMUM LANDING
 SIZE SHALL BE 60" X 60".
  
 7)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.
  
 8)11-4.1.3(3) GROUND & FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE
 ROOMS & SPACES SHALL COMPLY WITH
 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE)
 A STATIC COEFFICIENT OF FRICTION OF 0.6
 IS RECOMENDED FOR ACCESSIBLE ROUTES
 AND 0.8 FOR RAMPS.
  
 BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-11-23 Cont ID  
Sent By jwitmer Date 2001-11-23 Time 14:34 Rev Time 2.25
Received By jwitmer Date 2001-11-23 Time 12:28 Sent To  
Notes
2001-11-23 00:00:00BUILDING PLAN REVIEW
 PERMIT# 01110637
 4600 N FLAGLER DR
 CONT: DANIELLO CONST
 TEL: 835-4788
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS/ STANDARD BUILDING CODE
  
 1)- SBC 1804.2* SOILS REPORT GIVING THE
 MINIMUM BEARING VALUE FOR INDEPENDENT
 FOOTINGS.
  
 2)- SBC 104.2.2* ADDITIONAL INFOR. RE-
 QUIRED, THE TOTAL SQ FT OF THE CLUBHOUSE
 WITH ATTACHED PORCH ADDITION?
 ASSUMED:
 ASSEMBLY OCCUPANCY A2
 EXISTING STRUCTURE TYPE VI UNPROTECTED/
 UNSPRINKLERED
 3)- SBC SECTION 504: ASSUMED PROPERTY
 LINE, BETWEEN THE EXISTING APARTMENT &
 THE PROPOSED ADDITION. TABLE 600 ISSUES
 % OF OPENINGS TO BE ALLOWED.
  
 4)- SHOW COMPLIANCE WITH 1606.4.2*,
 EXCEPTION #1: GROUP AASSEMBLY OCUPANCY
 BUILDING, PARTS THEREOF ARE DESIGNED AS
 OPEN OR PARTIALLY ENCLOSED, SINCE THE
 CLUBHOUSE & PORCH ARE ONE STRUCTURE HOW
 IS THE IMPORTANCE FACTOR OF 1.15 BEEN
 INCORPARATED INTO THE EXISTING STRUCURE?
  
 5)- MISSING PRODUCT APPROVAL FOR THE
 ROOFING MATERIAL TO BE USED, (2 COPIES)
 SBCCI REPORT OR DADE COUNTY REPORTS ARE
 ACCEPTED BY THE CITY.
  
 6)- SBC104.2.2* SHEET A-3, A 9" DIA. CON
 CRETE PIER APPEARS WITHOUT ANY STIRRUPS.
 ARE THERE ANY REQUIRED? ACI 530 5.9.1.6
  
 7)- SAME A-3 DETAILS INDICATE CANTILEVER
 ED BEAMS THE TOP STEEL TO BE SPLICED
 AT MID POINT BETWEEN THE COLUMNS, ARE
 THE BOTTOM BARS DETAILED IN THE SAME MAN
 NER? SEE ATTACHMENT CRSE 2-15. 1 INDICAT
 ES THAT BOTTOM BARS AREN'T TO BE SPLICED
 AT MID POINTS.
  
 8)- IS THERE TOBE NO CEILING IN THE
 PORCH? WHAT TYPE OF REINFORCEMENT WILL
 BE REQUIRED FOR THE BOTTOM CHORD OF THE
 TRUSSES? WHAT BRACING REQUIREMENTS WILL
 BE REQUIRED OF THE GABLE ENDS?
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X8412
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-08-22 Cont ID  
Sent By btrobaug Date 2002-12-03 Time 16:43 Rev Time 0.00
Received By btrobaug Date 2002-08-22 Time 15:58 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-11-19 Cont ID  
Sent By dpalmer Date 2001-11-19 Time 21:17 Rev Time 0.00
Received By dpalmer Date 2001-11-19 Time 21:17 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2001-11-19 Cont ID  
Sent By mamini Date 2001-11-19 Time 09:10 Rev Time 1.00
Received By mamini Date 2001-11-19 Time 09:10 Sent To  
Notes
2001-11-19 00:00:00PASSED WITH PRVISOS:
 1. ALL OFF SREET PARKING STALLS MUST BE
 PAINTED WITH DOUBLE 4" WHITE AND BLUE
 (H.C), PER CITY REQUIREMENT.
 2. CONTRACTOR MUST TAKE ALL THE
 NECESSARY PRECAUTIONS TO PREVENT SITE
 RUN-OFF DURING THE CONSTRUCTION.
 3. ALL SITE WORKS/NEW PARKING ADDITIONS
 SHALL BE PER FLORIDA DEPARTMENT OF
 TRANSPORTATION STANDARD SPEC. FOR ROAD
 & BRIDGE CONSTRUCTION, LATEST ADDITION.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2002-08-30 Cont ID  
Sent By mcarsill Date 2002-08-30 Time 09:49 Rev Time 0.00
Received By mcarsill Date 2002-08-30 Time 09:49 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-08-22 Cont ID  
Sent By mcarsill Date 2002-08-22 Time 10:16 Rev Time 0.00
Received By mcarsill Date 2002-08-22 Time 10:16 Sent To  
Notes
2002-08-22 00:00:00RISE AND RUN WITH STAIR TREADS DO NOT
 MEET CODE. PLEASE REVIEW APPROPRIATE
 BUILDING AND FIRE CODE REQUIREMENTS FOR
 NEW STAIR INSTALLATION.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-11-26 Cont ID  
Sent By mcarsill Date 2001-11-26 Time 11:17 Rev Time 0.00
Received By mcarsill Date 2001-11-26 Time 11:17 Sent To  
Notes
2001-11-26 00:00:00NEW STAIRS ARE TO BE 4,7,WITH TREADS OF
 AT LEAST 11", NOT 10 AS SHOWN ON THE
 PLANS. PLEASE CALCULATE OCCUPANT LOAD
 FOR NEW DECK. PLEASE INDICATE WHICH
 FRENCH DOORS PROVIDE EXITING AND
 CALCULATE OCCUPANT LOAD OF DECK TO
 DETERMINE IF NEW STAIRS WILL PROVIDE
 ENOUGH EXIT CAPACITY FOR BOTH AREAS.
 SINCE NEW DECK WILL BE CONSIDERED
 ASSEMBLY, PROVISIONS ARE TO BE MADE
 FOR AT LEAST TWO HANDICAPPED PERSONS.
 SLIP RESISTANT?
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-12-03 Cont ID  
Sent By btrobaug Date 2002-12-03 Time 16:43 Rev Time 0.00
Received By btrobaug Date 2002-12-03 Time 16:43 Sent To E
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2001-11-16 Cont ID  
Sent By sgraham Date 2001-11-16 Time 14:09 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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