Plan Review Details - Permit 07060066
Plan Review Stops For Permit 07060066
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-10-23 Cont ID  
Sent By kconrad Date 2007-10-23 Time 16:52 Rev Time 0.00
Received By kconrad Date 2007-10-23 Time 16:52 Sent To I
Notes
2007-10-23 16:57:50PROJECT: 1225 BEAR ISLAND DRIVE/#07060066
  
 PROJECT DETAIL: CONSTRUCT TRELLIS
  
 REVIEW: 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS
 WPB ADMINISTRATIVE CODE ADMENDMENTS/ 2004
  
 STATUS:PASS
  
  
 1) THE WOOD POST INSTALLATION SHALL COMPLY TO THE
 FOLLOWING CODE SECTION:
  
 1805.7 DESIGNS EMPLOYING LATERAL BEARING.
 DESIGNS TO RESIST BOTH AXIAL AND LATERAL LOADS
 EMPLOYING POSTS OR POLES AS COLUMNS EMBEDDED IN EARTH
 OR EMBEDDED IN CONCRETE FOOTINGS IN THE EARTH SHALL
 CONFORM TO THE REQUIREMENTS OF SECTIONS 1805.7.1
 THROUGH 1805.7.3.
 1805.7.1 LIMITATIONS.
 THE DESIGN PROCEDURES OUTLINED IN THIS SECTION ARE
 SUBJECT TO THE FOLLOWING LIMITATIONS:
 1. THE FRICTIONAL RESISTANCE FOR STRUCTURAL WALLS AND
 SLABS ON SILTS AND CLAYS SHALL BE LIMITED TO ONE-HALF
 OF THE NORMAL FORCE IMPOSED ON THE SOIL BY THE WEIGHT
 OF THE FOOTING OR SLAB.
 2. POSTS EMBEDDED IN EARTH SHALL NOT BE USED TO PROVIDE
 LATERAL SUPPORT FOR STRUCTURAL OR NONSTRUCTURAL
 MATERIALS SUCH AS PLASTER, MASONRY OR CONCRETE UNLESS
 BRACING IS PROVIDED THAT DEVELOPS THE LIMITED
 DEFLECTION REQUIRED.
 WOOD POLES SHALL BE TREATED IN ACCORDANCE WITH AWPA C2
 OR C4.
  
 1805.7.3 BACKFILL.
 THE BACKFILL IN THE ANNULAR SPACE AROUND COLUMNS NOT
 EMBEDDED IN POURED FOOTINGS SHALL BE BY ONE OF THE
 FOLLOWING METHODS:
 1. BACKFILL SHALL BE OF CONCRETE WITH AN ULTIMATE
 STRENGTH OF 2,000 PSI (13.8 MPA) AT 28 DAYS. THE HOLE
 SHALL NOT BE LESS THAN 4 INCHES (102 MM) LARGER THAN
 THE DIAMETER OF THE COLUMN AT ITS BOTTOM OR 4 INCHES
 (102 MM) LARGER THAN THE DIAGONAL DIMENSION OF A SQUARE
 OR RECTANGULAR COLUMN.
 2. BACKFILL SHALL BE OF CLEAN SAND. THE SAND SHALL BE
 THOROUGHLY COMPACTED BY TAMPING IN LAYERS NOT MORE THAN
 8 INCHES (203 MM) IN DEPTH.
 3. BACKFILL SHALL BE OF CONTROLLED LOW-STRENGTH
 MATERIAL (CLSM).
  
 PLAN REVIEW: KEN CONRAD
 561.805.6666
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-10-18 Cont ID  
Sent By kconrad Date 2007-10-18 Time 20:08 Rev Time 0.00
Received By kconrad Date 2007-10-18 Time 19:34 Sent To I
Notes
2007-10-18 19:50:13PROJECT: 1225 BEAR ISLAND DRIVE/#07060066
  
 PROJECT DETAIL: CONSTRUCT TRELLIS
  
 REVIEW: 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS
 WPB ADMINISTRATIVE CODE ADMENDMENTS/ 2004
  
 STATUS: RE-SUBMITTAL DENIED
  
  
 ** ONLY COMMENTS LABELED (X) NEED TO COMPLY.
  
 A)PLEASE SUBMIT QUALITY PLANS:
  
 FBC * 106.1.2 QUALITY OF PLANS
 BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
 SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
 MEDIUM. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
  
  
  
  
  
 1) THE VALUATION APPEARS TO BE LOW AND SHOULD BE
 ADJUSTED TO REFLECT THE MARSHALL & SWIFT ESTIMATIONS:
  
  
 104.6.5 BUILDING PERMIT VALUATION. IF
 IN THE OPINION OF THE BUILDING OFFICIAL
 THE CLAIMED VALUATION OF BUILDING, AL-
 TERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS
 TO BE UNDERESTIMATED ON THE APPLICATION,
 THE PERMIT SHALL BE DENIED, UNLESS THE
 APPLICANT CAN SHOW DETAILED ESTIMATES
 AND/OR BONA FIDED SIGNED CONTRACTS (EX-
 CLUDING LAND VALUE) TO MEET THE APPROVAL
 OF THE BUILDING OFFICIAL. FOR PERMITTING
 PURPOSES, VALUATION FOR BUILDINGS AND
 SYSTEMS SHALL BE FOUND IN MARSHALL AND
 SWIFT OR THE SOUTHERN BUILDING CODE
 CONGRESS INTERNATIONAL VALUATION TABLES,
 LATEST EDITION, AND SHALL BE BASED ON
 TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRIC, PLUMBING, MECHAN-
 ICAL, INTERIOR FINISH, NORMAL SITE WORK (EXCAVATION AND
 BACKFILL FOR BUILDINGS), ARCHITECTURAL AND DESIGN FEES,
 OVERHEAD
 AND PROFIT, EXCLUDING ONLY LAND VALUE.
  
  
 2) PLEASE INDICATE THE WIND DESIGN DATA:
  
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2. WIND IMPORTANCE FACTOR, IW, AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M2) TO BE USED FOR THE SELECTION OF
 EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
  
 3) PLEASE SHOW ELEVATIONS AND DIMENSIONAL HEIGHTS.
  
 4) INDICATE SPECIES AND GRADE OF LUMBER TO BE USED.
  
 5) PLEASE INDICATE TYPES/SIZES OF ANCHORS/STRAPS SHOWN
 ON DRAWINGS. SUBMIT PRODUCT APPROVALS FOR THE SAME.
  
 6) SHOW CONNECTION DETAILS TO THE EXISTING STRUCTURE
 AND BEAM TO RAFTER CONNECTIONS.
  
 (X)7) CLARIFY FOUNDATION DIMENSIONS AND REINFORCING
 STEEL PLACEMENT OF THE SAME.
  
 (X)8) SPECIFY GRADE AND SIZE OF REINFORCING STEEL TO
 BE USED.
  
 (X)9) INDICATE CONCRETE COMPRESSIVESTRENGTH
 SPECIFICATIONS.
  
 10) PLEASE SPECIFY THE VERTICAL LAP SPLICE DIMENSION OF
 THE REINFORCING STEEL.
  
 11) PLEASE SPECIFY MASONRY BLOCK TYPE AND SIZE OF
 PROPOSED COLUMNS.
  
  
  
 REVIEWED: KEN CONRAD
 PHONE: 805.6666
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-08-13 Cont ID  
Sent By kconrad Date 2007-08-13 Time 17:45 Rev Time 0.00
Received By kconrad Date 2007-08-13 Time 16:42 Sent To I
Notes
2007-08-13 17:01:44PROJECT: 1225 BEAR ISLAND DRIVE/#07060066
  
 PROJECT DETAIL: CONSTRUCT TRELLIS
  
 REVIEW: 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS
 WPB ADMINISTRATIVE CODE ADMENDMENTS/ 2004
  
 STATUS: DENIED
  
  
 A)PLEASE SUBMIT QUALITY PLANS:
  
 FBC * 106.1.2 QUALITY OF PLANS
 BUILDING PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH
 SCALE UPON SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE
 MEDIUM. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
  
  
  
  
  
 1) THE VALUATION APPEARS TO BE LOW AND SHOULD BE
 ADJUSTED TO REFLECT THE MARSHALL & SWIFT ESTIMATIONS:
  
  
 104.6.5 BUILDING PERMIT VALUATION. IF
 IN THE OPINION OF THE BUILDING OFFICIAL
 THE CLAIMED VALUATION OF BUILDING, AL-
 TERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS
 TO BE UNDERESTIMATED ON THE APPLICATION,
 THE PERMIT SHALL BE DENIED, UNLESS THE
 APPLICANT CAN SHOW DETAILED ESTIMATES
 AND/OR BONA FIDED SIGNED CONTRACTS (EX-
 CLUDING LAND VALUE) TO MEET THE APPROVAL
 OF THE BUILDING OFFICIAL. FOR PERMITTING
 PURPOSES, VALUATION FOR BUILDINGS AND
 SYSTEMS SHALL BE FOUND IN MARSHALL AND
 SWIFT OR THE SOUTHERN BUILDING CODE
 CONGRESS INTERNATIONAL VALUATION TABLES,
 LATEST EDITION, AND SHALL BE BASED ON
 TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRIC, PLUMBING, MECHAN-
 ICAL, INTERIOR FINISH, NORMAL SITE WORK (EXCAVATION AND
 BACKFILL FOR BUILDINGS), ARCHITECTURAL AND DESIGN FEES,
 OVERHEAD
 AND PROFIT, EXCLUDING ONLY LAND VALUE.
  
  
 2) PLEASE INDICATE THE WIND DESIGN DATA:
  
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2. WIND IMPORTANCE FACTOR, IW, AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M2) TO BE USED FOR THE SELECTION OF
 EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
  
 3) PLEASE SHOW ELEVATIONS AND DIMENSIONAL HEIGHTS.
  
 4) INDICATE SPECIES AND GRADE OF LUMBER TO BE USED.
  
 5) PLEASE INDICATE TYPES/SIZES OF ANCHORS/STRAPS SHOWN
 ON DRAWINGS. SUBMIT PRODUCT APPROVALS FOR THE SAME.
  
 6) SHOW CONNECTION DETAILS TO THE EXISTING STRUCTURE
 AND BEAM TO RAFTER CONNECTIONS.
  
 7) CLARIFY FOUNDATION DIMENSIONS AND REINFORCING STEEL
 PLACEMENT OF THE SAME.
  
 8) SPECIFY GRADE AND SIZE OF REINFORCING STEEL TO BE
 USED.
  
 9) INDICATE CONCRETE AND GROUT COMPRESSIVE
 SPECIFICATIONS.
  
 10) PLEASE SPECIFY THE VERTICAL LAP SPLICE DIMENSION OF
 THE REINFORCING STEEL.
  
 11) PLEASE SPECIFY MASONRY BLOCK TYPE AND SIZE OF
 PROPOSED COLUMNS.
  
  
  
 REVIEWED: KEN CONRAD
 PHONE: 805.6666
 E-MAIL: [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-10-16 Cont ID  
Sent By adarroug Date 2007-10-16 Time 10:47 Rev Time 0.00
Received By adarroug Date 2007-10-16 Time 10:47 Sent To B
Notes
2007-10-16 10:47:27TO "KCONRAD" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-06-07 Cont ID  
Sent By adarroug Date 2007-06-07 Time 08:29 Rev Time 0.00
Received By adarroug Date 2007-06-07 Time 08:29 Sent To B
Notes
2007-06-07 08:29:29TO "MISC" BOX#2
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-08-13 Cont ID  
Sent By kconrad Date 2007-08-13 Time 17:46 Rev Time 0.00
Received By kconrad Date 2007-06-05 Time 15:10 Sent To  
Notes
2007-06-05 15:10:19TO "Z" BOX
Review Stop Z ZONING
Rev No 1 Status P Date 2007-06-06 Cont ID  
Sent By choops Date 2007-06-06 Time 09:16 Rev Time 0.00
Received By choops Date 2007-06-06 Time 09:16 Sent To I
Notes
***NONE***


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