Plan Review Details - Permit 07090103
Plan Review Stops For Permit 07090103
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-11-01 Cont ID  
Sent By kconrad Date 2007-11-01 Time 17:40 Rev Time 0.00
Received By kconrad Date 2007-11-01 Time 15:55 Sent To I
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-10-17 Cont ID  
Sent By kconrad Date 2007-10-17 Time 20:21 Rev Time 0.00
Received By kconrad Date 2007-10-17 Time 19:10 Sent To I
Notes
2007-10-17 20:21:05PROJECT: 525 SOUTH FLAGLER DRIVE/#07090103
  
 PROJECT DETAIL: EXTEND HOISTWAY OF ELEVATOR SHAFT
  
 PLAN REVIEW:
  
 2004 FLORIDA EXISTING BUILDING CODE/ 2006 REVS. 2004
 FLORIDA BUILDING CODE W/2006 REVS.
 CITY OF WPB ADMINISTRATIVE AMENDMENTS/2004
  
 COMMENTS:
  
 **PLEASE COMPLY WITH THE ITEMS LABELED "X".
  
  
 1) PLEASE INDICATE THE LEVEL OF ALTERATION OR
 COMBINATIONS IF APPLICABLE:
  
 301.5 . A DESIGN PROFESSIONAL OR AN OWNER MUST
 ELECT ONE OR A COMBINATION OF
 LEVELS OF ALTERATION PURSUANT TO SECTION 303,304 &
 305 OF THIS CODE.
  
 2)) AS PER THE FBC 106.3.5, PLEASE PROVIDE THE
 FOLLOWING DATA:
  
 A) BUILDING CONSTRUCTION TYPE
 B) OCCUPANCY LOAD
 C) OCCUPANCY GROUP
 D) SPRINKLERED OR NON-SPRINKLERED.
  
 3) PLEASE REVISE THE TITLE BLOCK TO CONFORM TO THE
 FOLLOWING:
  
 61G1-16.004 TITLE BLOCK.
  
 A TITLE BLOCK MUST APPEAR ON ALL ARCHITECTURAL OR
 INTERIOR DESIGN DRAWINGS AND SPECIFICATION
 IDENTIFICATION SHEETS. THE TITLE BLOCK
 MUST, AT A MINIMUM, CONTAIN THE FOLLOWING INFORMATION:
 (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER.
 (2) FIRM LICENSE NUMBER.
 (3) NAME OR IDENTIFICATION OF PROJECT.
 (4) DATE PREPARED.
 (5) A SPACE FOR THE SIGNATURE AND DATED SEAL.
 (6) A SPACE FOR THE PRINTED NAME OF THE PERSON SEALING
 THE DOCUMENT.
 SPECIFIC AUTHORITY 481.2055 FS. LAW IMPLEMENTED
 481.203(6), 481.203(8), 481.2131(1),
 481.219(3),(4),(5), 481.221,
 481.225(1)(E),(G), 481.2251(1)(H) FS. HISTORY?
  
 4) PLEASE SUBMIT A SITE PLAN INDICATING AREAS OF
 PROPOSED WORK:
  
 FBC 106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS ARE
 PERMITTED TO BE SUBMITTED WHEN APPROVED BY THE BUILDING
 OFFICIAL. CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE BUILDING OFFICIAL (SEE ALSO SECTION 106.3.5).
  
 5) PLEASE DENOTE ON PLAN THE FOLLOWING:
  
 A.) SHOW ALL DEMOLITION WORK.
 B.) DETAILS ON NEW STAIR REINFORCING STEEL/EPOXY &
 EMBEDMENT INTO EXISTING
 X C.) PLANTER EXTENSION DETAILS. ( INSTALLING
 GUARDRAIL IN LIEU OF CMU'S?)
 XD.) TIE BEAM/BEAM SCHEDULE.( NEW BEAMS?)
 XE.) EXISTING STRUCTURAL MEMBERS/NEW STRUCTURAL
 MEMBERS/DIMENSIONS
 AT HOISTWAY. ( CLARIFY NEW DECK OPENING.)
  
 6) PLEASE DIMENSION THE WIDTH OF THE STAIRS.
  
 7) PLEASE INDICATE EXISTING AND NEW ELEVATIONS
  
 8) SUBMIT HANDRAIL/GUARDRAIL SHOP DRAWINGS.
  
 9) PROVIDE STRUCTURAL CALCULATIONS:
  
 FEBC 607.4EXISTING STRUCTURAL MEMBERS.
 EXISTING STRUCTURAL COMPONENTS SUPPORTING ADDITIONAL
 EQUIPMENT OR SUBJECTED TO ADDITIONAL LOADS BASED ON
 FLORIDA BUILDING CODE, BUILDING, TABLES 1607.1 AND
 1607.6 (HIGH-VELOCITY HURRICANE ZONES SHALL COMPLY WITH
 TABLE 1615 AND SECTION 1615.2) AS A RESULT OF A
 RECONFIGURATION OF SPACES SHALL COMPLY WITH SECTIONS
 607.4.1 THROUGH 607.4.3.
  
 607.4.1GRAVITY LOADS.
 EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY ADDITIONAL
 GRAVITY LOADS AS A RESULT OF ADDITIONAL EQUIPMENT OR
 SPACE RECONFIGURATION SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 EXCEPTIONS:
 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT INCREASED BY
 MORE THAN 5 PERCENT.
 2. BUILDINGS OF GROUP R OCCUPANCY WITH NOT MORE THAN
 FIVE DWELLING UNITS OR SLEEPING UNITS USED SOLELY FOR
 RESIDENTIAL PURPOSES WHERE THE EXISTING BUILDING AND
 ITS ALTERATION COMPLY WITH THE CONVENTIONAL LIGHT-FRAME
 CONSTRUCTION METHODS AS DEFINED IN CHAPTER 2.
  
 FBC 106.1
  
 106.1 SUBMITTAL DOCUMENTS.
 CONSTRUCTION DOCUMENTS, SPECIAL INSPECTION AND
 STRUCTURAL OBSERVATION PROGRAMS, AND OTHER DATA SHALL
 BE SUBMITTED IN ONE OR MORE SETS WITH EACH APPLICATION
 FOR A PERMIT. THE CONSTRUCTION DOCUMENTS SHALL BE
 PREPARED BY A DESIGN PROFESSIONAL WHERE REQUIRED BY THE
 STATUTES. WHERE SPECIAL CONDITIONS EXIST, THE BUILDING
 OFFICIAL IS AUTHORIZED TO REQUIRE ADDITIONAL
 CONSTRUCTION DOCUMENTS TO BE PREPARED BY A DESIGN
 PROFESSIONAL.
  
  
 PLAN REVIEW: KEN CONRAD
 PHONE:561.805.6666
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-09-17 Cont ID  
Sent By kconrad Date 2007-09-17 Time 18:52 Rev Time 0.00
Received By kconrad Date 2007-09-17 Time 16:11 Sent To I
Notes
2007-09-17 18:00:19PROJECT: 525 SOUTH FLAGLER DRIVE/#07090103
  
 PROJECT DETAIL: EXTEND HOISTWAY OF ELEVATOR SHAFT
  
 PLAN REVIEW:
  
 2004 FLORIDA EXISTING BUILDING CODE/ 2006 REVS. 2004
 FLORIDA BUILDING CODE W/2006 REVS.
 CITY OF WPB ADMINISTRATIVE AMENDMENTS/2004
  
 COMMENTS:
  
 1) PLEASE INDICATE THE LEVEL OF ALTERATION OR
 COMBINATIONS IF APPLICABLE:
  
 301.5 . A DESIGN PROFESSIONAL OR AN OWNER MUST
 ELECT ONE OR A COMBINATION OF
 LEVELS OF ALTERATION PURSUANT TO SECTION 303,304 &
 305 OF THIS CODE.
  
 2)) AS PER THE FBC 106.3.5, PLEASE PROVIDE THE
 FOLLOWING DATA:
  
 A) BUILDING CONSTRUCTION TYPE
 B) OCCUPANCY LOAD
 C) OCCUPANCY GROUP
 D) SPRINKLERED OR NON-SPRINKLERED.
  
 3) PLEASE REVISE THE TITLE BLOCK TO CONFORM TO THE
 FOLLOWING:
  
 61G1-16.004 TITLE BLOCK.
  
 A TITLE BLOCK MUST APPEAR ON ALL ARCHITECTURAL OR
 INTERIOR DESIGN DRAWINGS AND SPECIFICATION
 IDENTIFICATION SHEETS. THE TITLE BLOCK
 MUST, AT A MINIMUM, CONTAIN THE FOLLOWING INFORMATION:
 (1) FIRM NAME, ADDRESS, AND TELEPHONE NUMBER.
 (2) FIRM LICENSE NUMBER.
 (3) NAME OR IDENTIFICATION OF PROJECT.
 (4) DATE PREPARED.
 (5) A SPACE FOR THE SIGNATURE AND DATED SEAL.
 (6) A SPACE FOR THE PRINTED NAME OF THE PERSON SEALING
 THE DOCUMENT.
 SPECIFIC AUTHORITY 481.2055 FS. LAW IMPLEMENTED
 481.203(6), 481.203(8), 481.2131(1),
 481.219(3),(4),(5), 481.221,
 481.225(1)(E),(G), 481.2251(1)(H) FS. HISTORY?
  
 4) PLEASE SUBMIT A SITE PLAN INDICATING AREAS OF
 PROPOSED WORK:
  
 FBC 106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS ARE
 PERMITTED TO BE SUBMITTED WHEN APPROVED BY THE BUILDING
 OFFICIAL. CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE BUILDING OFFICIAL (SEE ALSO SECTION 106.3.5).
  
 5) PLEASE DENOTE ON PLAN THE FOLLOWING:
  
 A.) SHOW ALL DEMOLITION WORK.
 B.) DETAILS ON NEW STAIR REINFORCING STEEL/EPOXY &
 EMBEDMENT INTO EXISTING
 C.) PLANTER EXTENSION DETAILS.
 D.) TIE BEAM/BEAM SCHEDULE.
 E.) EXISTING STRUCTURAL MEMBERS/NEW STRUCTURAL
 MEMBERS/DIMENSIONS
 AT HOISTWAY.
  
 6) PLEASE DIMENSION THE WIDTH OF THE STAIRS.
  
 7) PLEASE INDICATE EXISTING AND NEW ELEVATIONS
  
 8) SUBMIT HANDRAIL/GUARDRAIL SHOP DRAWINGS.
  
 9) PROVIDE STRUCTURAL CALCULATIONS:
  
 FEBC 607.4EXISTING STRUCTURAL MEMBERS.
 EXISTING STRUCTURAL COMPONENTS SUPPORTING ADDITIONAL
 EQUIPMENT OR SUBJECTED TO ADDITIONAL LOADS BASED ON
 FLORIDA BUILDING CODE, BUILDING, TABLES 1607.1 AND
 1607.6 (HIGH-VELOCITY HURRICANE ZONES SHALL COMPLY WITH
 TABLE 1615 AND SECTION 1615.2) AS A RESULT OF A
 RECONFIGURATION OF SPACES SHALL COMPLY WITH SECTIONS
 607.4.1 THROUGH 607.4.3.
  
 607.4.1GRAVITY LOADS.
 EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY ADDITIONAL
 GRAVITY LOADS AS A RESULT OF ADDITIONAL EQUIPMENT OR
 SPACE RECONFIGURATION SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 EXCEPTIONS:
 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT INCREASED BY
 MORE THAN 5 PERCENT.
 2. BUILDINGS OF GROUP R OCCUPANCY WITH NOT MORE THAN
 FIVE DWELLING UNITS OR SLEEPING UNITS USED SOLELY FOR
 RESIDENTIAL PURPOSES WHERE THE EXISTING BUILDING AND
 ITS ALTERATION COMPLY WITH THE CONVENTIONAL LIGHT-FRAME
 CONSTRUCTION METHODS AS DEFINED IN CHAPTER 2.
  
 FBC 106.1
  
 106.1 SUBMITTAL DOCUMENTS.
 CONSTRUCTION DOCUMENTS, SPECIAL INSPECTION AND
 STRUCTURAL OBSERVATION PROGRAMS, AND OTHER DATA SHALL
 BE SUBMITTED IN ONE OR MORE SETS WITH EACH APPLICATION
 FOR A PERMIT. THE CONSTRUCTION DOCUMENTS SHALL BE
 PREPARED BY A DESIGN PROFESSIONAL WHERE REQUIRED BY THE
 STATUTES. WHERE SPECIAL CONDITIONS EXIST, THE BUILDING
 OFFICIAL IS AUTHORIZED TO REQUIRE ADDITIONAL
 CONSTRUCTION DOCUMENTS TO BE PREPARED BY A DESIGN
 PROFESSIONAL.
  
  
 PLAN REVIEW: KEN CONRAD
 PHONE:561.805.6666
 E-MAIL: [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-11-01 Cont ID  
Sent By mawillia Date 2007-11-01 Time 13:42 Rev Time 0.00
Received By mawillia Date 2007-11-01 Time 13:26 Sent To  
Notes
2007-11-01 13:42:37*****APPROVED (RESTAMP)*****
  
  
 PLAN SHEET A-2 WAS RESTAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2007-10-22 Cont ID  
Sent By mawillia Date 2007-10-22 Time 11:29 Rev Time 0.00
Received By mawillia Date 2007-10-22 Time 11:16 Sent To  
Notes
2007-10-22 11:29:18*****APPROVED*****
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED;PLAN SHEET A-2 STAMPED, INITIALED, AND
 DATED.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-10-01 Cont ID  
Sent By mawillia Date 2007-10-01 Time 12:47 Rev Time 0.00
Received By mawillia Date 2007-10-01 Time 12:01 Sent To  
Notes
2007-10-01 12:27:01*****DENIED*****
  
  
 1.IS THE SCOPE OF WORK FOR THE BUILDING OR A
 PARTICULAR FLOOR?IF FOR A FLOOR, THE FLOOR NUMBER
 SHALL BE INCLUDED WITH THE ADDRESS IN THE TITLE BLOCK
 OF THE SUBMITTED PLAN SHEET.
  
 2.NFPA 101, LIFE SAFETY CODE, 2003 EDITION SHALL BE
 REFERENCED.
  
 3.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 4.ARE THE EXISTING STAIRS AN EXIT COMPONENT? AND IF
 SO, HOW WILL EGRESS FROM THE BUILDING/FLOOR(S) BE
 ACCOMPLISHED AT THE TIME OF THE EXISTING STAIRS BEING
 ABANDONED, DURING AND PRIOR TO THE ERECTION OF THE NEW
 STAIRS?
  
 5.PROVIDE A DETAIL OF THE NEW STAIRS AND THE
 PRESCRIPTIVE STRENGHTS FOR THE NEW
 HANDRAILS/GUARDRAILS.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-10-25 Cont ID  
Sent By adarroug Date 2007-10-25 Time 14:06 Rev Time 0.00
Received By adarroug Date 2007-10-25 Time 14:06 Sent To  
Notes
2007-10-30 14:39:45TO "BOB"#13
2007-10-25 14:07:18WAITING FOR "BOB"
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-10-09 Cont ID  
Sent By adarroug Date 2007-10-09 Time 16:04 Rev Time 0.00
Received By adarroug Date 2007-10-09 Time 16:04 Sent To  
Notes
2007-10-15 16:59:04TO "BOB"#14
2007-10-09 16:04:53WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-10-01 Cont ID  
Sent By mawillia Date 2007-10-01 Time 12:41 Rev Time 0.00
Received By mawillia Date 2007-09-07 Time 10:58 Sent To  
Notes
2007-09-11 14:08:20TO "BOB"#17
2007-09-07 10:59:58WAITING FOR "BOB"
Review Stop Z ZONING
Rev No 1 Status N Date 2007-09-13 Cont ID  
Sent By choops Date 2007-09-13 Time 08:20 Rev Time 0.00
Received By choops Date 2007-09-13 Time 08:20 Sent To  
Notes
2007-09-13 08:21:05*ZONING REVIEW NOT REQUIRED - VALUE OF PROPOSED WORK
 DOES NOT EXCEED 50% OF THE IMPROVEMENT VALUE.


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