Plan Review Details - Permit 02111043
Plan Review Stops For Permit 02111043
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-04-25 Cont ID  
Sent By jwitmer Date 2003-04-25 Time 09:54 Rev Time 0.85
Received By jwitmer Date 2003-04-25 Time 09:53 Sent To  
Notes
2003-04-25 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02111043
 ADD:2201 PALM BEACH LAKES BLVD
 CONT: SHEER ENTERPRISES INC
 TEL: (561)714-3729
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 REVISION: DENIED
  
 1) FL S.S. 489.113 QUALIFICATIONS FOR
 PRACTICE, RESTRICTIONS:FOR GENERAL
 CONTRACTORS: GENERAL CONTRACTORS CAN NOT
 APPLY METAL ROOFING, NOT IN SCOPE OF
 WORK.
  
 A ROOFING CONTRACTOR SHALL APPLY FOR A
 ROOFING PERMIT UNDER A SEPERATE PERMIT.
  
 SITE SPECIFIC ENGINEERING REQUIRES
 REVIEW FROM THE ARCHITECT OF RECORD.
  
 FIRE DISTRICT REQUIRES CLASS A OR B
 RATING.
  
 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. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING 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
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-01-23 Cont ID  
Sent By shernand Date 2003-04-15 Time 08:50 Rev Time 0.77
Received By jwitmer Date 2003-01-23 Time 15:54 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-12-27 Cont ID  
Sent By sgraham Date 2002-11-25 Time 16:08 Rev Time 2.25
Received By jwitmer Date 2002-12-27 Time 11:43 Sent To  
Notes
2002-12-27 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02111043
 ADD: 2201 PALM BEACH LAKES BLVD
 CONT:PLAN REVIEW
 DARDEN RESTAURANTS
 TEL: (407)245-6630
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 NOTE:FLOODZONE A-8
 FIREZONE NO TYPE VI CONSTRUCTION
  
 1) SHEET A1.1 PROJECT DATA: TYPE OF CONS
 TRUCTION VI. TYPE VI CONSTRUCTION NOT
 ALLOWED IN THE FIRE DISTRICT.
  
 SHEET A2.4 NOTES:
 2) NOTE# 4,INDICATES THE USE OF RAISED
 PLATFORMS FOR BOOTH SEATING. INDICATE
 COMPLIANCE WITH FL ACC CODE 4-11.1.6.1
 (B) IF EXISTING ELEMENTS, SPACES, OR
 COMMON AREAS ARE ALTERED, THEN EACH SUCH
 ALTERED ELEMENTS, SPACES, FEATURES, OR
 AREA SHALL COMPLY WITH THE APPLICABLE
 PROVISIONS OF 11-4.1 TO 11-4.1.3 MINIMUM
 REQUIUREMENTS FOR NEW CONSTRUCTION.
 PROVIDE LIFT INFORMATION FOR
 VERTICAL ACCESSIBILITY INTO EACH BOOTH.
  
 3)MEANS OF EGRESS: A CONTINUOUS AND
 UNOBSTRUCTED WAY OF TRAVEL FROM ANY
 POINT IN A BUILDING OR STRUCTURE TO A
 PUBLIC WAY, CONSISTING OF THREE SEPERATE
 AND DISTINCT PARTS: (1) THE WAY OF THE
 EXIT ACCESS, (2) THE EXIT, AND (3) THE
 THE WAY OF OF THE EXIT DISCHARGE.
 A MEANS OF EGRESS COMPRISES THE VERTICAL
 AND HORIZONTAL WAYS OF TRAVEL AND
 INCLUDE THE INTERVENING ROOM SPACE,DOORS
 CORRIDORS,PASSAGEWAYS,BALCONIES, STAIRS,
 RAMPS, ENCLOSURES, LOBBIES, HORIZONTAL
 EXITS, COURTS AND YARDS.
 A)PROVIDE DETAILS FOR AN ACCESSIBLE
 ENTRY TO THE BUILDING WHILE DEMOLITION
 AND CONSTRUCTION OCCUR.
 B) PROVIDE AN LIFE SAFETY PLAN INDICAT-
 ING A CLEAR 44" AISLE WIDTH, WHEN THE
 SEATS ARE 1' FROM TABLES AS IF OCCUPIED.
 DINING ROOMS 4, 6 & 7 LOOK AS THEY MAY
 BE IN VIOLATION. AREAS SERVING LESS THAN
 50 PEOPLE MAYBE 36".
  
 NEW TOWER & OVERHANG
 4) F102.1 TYPE OF CONSTRUCTION PERMITTED
 WITHIN THE FIRE DISTRICT, I, II, III,
 IV OR V.SEE ATTACHMENT FOR FIRE DISTRICT
  
 5) F102.2.7 ARCHITECTURAL TRIM ON BUILD-
 INGS LOCATED IN THE FIRE DISTRICT SHALL
 BE CONSTRUCTED OF APPROVED NONCOMBUST-
 IBLE MATERIALS OR FIRE RETARDANT TREATED
 WOOD.
  
 6) F 103.2 NOTHING IN F103.1 SHALL PRO-
 HIBIT OTHER ALTERATIONS WITHIN THE FIRE
 DISTRICT PROVIDED THERE IS NO CHANGE OF
 OCCUPANCY THAT IS OTHERWISE PROHIBITED &
 PROVIDED THE FIRE HAZARD ISN'T INCREASED
 BY SUCH ALTERATION.
  
 7)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 8)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.MISSING REPORTS:
 A) STOREFRONT WINDOWS
 B) MULLIONS
 C) ROOFING ASSEMBLIES
  
 9)1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
 SHEET A4.2 NOTE 31 EXTERIOR WOOD
 WINDOW FRAMING.WINDOWS TO BE ANCHORED TO
 SUBSTRATA.
  
 10) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 11) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 12) 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.
  
 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 E ELECTRICAL
Rev No 2 Status P Date 2003-01-14 Cont ID  
Sent By dpalmer Date 2003-01-14 Time 06:08 Rev Time 0.50
Received By dpalmer Date 2003-01-14 Time 06:08 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-12-06 Cont ID  
Sent By dpalmer Date 2002-12-06 Time 08:26 Rev Time 1.00
Received By dpalmer Date 2002-12-06 Time 08:26 Sent To  
Notes
2002-12-06 00:00:00************ UNSAT *****************
  
 1)NOTE: PLEASE NOTE, ALL CONTINUOUS
 LOADS ARE TO BE SHOWN AT 125%.
 215-3/230-42
  
 2)NOTE: PLEASE SHOW/CLARIFY LOAD ON
 EXISTING 1200A MAIN W/ NEW PANEL LOAD
 BEING ADDED.
  
 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 FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-01-16 Cont ID  
Sent By mcarsill Date 2003-01-16 Time 15:24 Rev Time 0.00
Received By mcarsill Date 2003-01-16 Time 15:23 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-12-12 Cont ID  
Sent By mcarsill Date 2002-12-12 Time 12:40 Rev Time 0.00
Received By mcarsill Date 2002-12-12 Time 12:40 Sent To  
Notes
2002-12-12 00:00:001) THE PROJECT DATA BOX INDICATES NO
 FIRE SPRINKLER SYSTEM AND THE GENERAL
 NOTES SECTION INDICATES THAT THE
 BUILDING IS SPRINKLER PROTECTED. PLEASE
 CORRELATE INFORMATION.
  
 2) ALL DEMOLITION ACTIVITIES SHALL NOT
 INTERFERE WITH ANY EXIT ACCESS, EXITING,
 OR EXIT DISCHARGE.
  
 3) DEMOLITION DEBRIS SHALL BE REMOVED
 DAILY FROM THE BUILDING.
  
 4) ALL EXISTING EXIT SIGNS AND EMERGENCY
 LIGHTING SHALL NOT BE INTERFERED WITH.
  
 5) HOW IS THE RAISED PLATFORM HANDICAP
 ACCESSIBLE. IF THE RAISED PLATFORM
 IS PERMANANT, THEN IT MUST BE
 CONSTRUCTED AS THE SAME MATERIALS
 REQUIRED FOR THE BUILDING.
  
 6) ENSURE THAT ALL EXISTING EXIT DOORS
 ARE EQUIPPED WITH FUNCTIONAL PANIC
 HARDWARE DEVICES.
  
 7) BUILDING ADDRESS REQUIRED ON THE
 PROPER ELEVATION. A MINIMUM OF 6"
 NUMERALS REQUIRED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-04-15 Cont ID  
Sent By shernand Date 2003-04-15 Time 08:50 Rev Time 0.00
Received By shernand Date 2003-04-15 Time 08:50 Sent To B
Notes
2003-04-15 00:00:00JW DESK

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-01-07 Cont ID  
Sent By dpalmer Date 2003-01-07 Time 06:07 Rev Time 0.00
Received By dpalmer Date 2003-01-07 Time 06:07 Sent To  
Notes
2003-01-14 00:00:00TO COMM BOARD #54B

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-15 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 15:28 Rev Time 0.00
Received By dpalmer Date   Time   Sent To Z
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-12-23 Cont ID  
Sent By pkrauss Date 2002-12-23 Time 11:15 Rev Time 0.40
Received By pkrauss Date 2002-12-23 Time 11:14 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status P Date 2003-01-18 Cont ID  
Sent By kstevens Date 2003-01-18 Time 17:26 Rev Time 0.33
Received By kstevens Date 2003-01-18 Time 17:23 Sent To  
Notes
2003-01-18 00:00:00TOILET ROOMS - 11-4.1.6(1)(J) TECHNIC-
 ALLY INFEASIBLE.11-4.1.6(2)(E)(II)

Review Stop P PLUMBING
Rev No 1 Status F Date 2002-12-24 Cont ID  
Sent By kstevens Date 2002-12-24 Time 08:34 Rev Time 1.25
Received By kstevens Date 2002-12-24 Time 08:34 Sent To  
Notes
2002-12-24 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) AHT A1.1 ALL ABANDONED PIPES TO BE
 CAPPED OFF SHALL BE INSPECTED PRIOR TO
 COVERING.
 2) SHT B1.1 DRY HORIZONTAL VENTS ARE NOT
 ALLOWED. SECTION 905.3 (PAST LAST FLOOR
 SINK)
 3) PLEASE SUBMIT A SANITARY RISER DIA-
 GRAM AND A WATER RISER DIAGRAM. SEE SEC.
 604.9
 4) PER SEC. 11-4.1.6(2) UP TO 20 PERCENT
 OVER CONTRACT SHALL BE SPENT FOR ALTER-
 ATIONS TO BRING EXISTING ACCESSIBILITY
 CONDITIONS UP TO PRESENT DAY CODE.
 PLEASE INDICATE HOW THAT $50,000 WILL BE
 SPENT. PRESENT TOILET STALLS DO NOT MEET
 CODE PER FIGURE 30E.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop Z ZONING
Rev No 1 Status P Date 2002-11-25 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 15:28 Rev Time 0.25
Received By sgraham Date   Time   Sent To B
Notes
***NONE***


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