| Date |
Text |
| 2007-10-18 19:50:13 | PROJECT: 1225 BEAR ISLAND DRIVE/#07060066 |
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| | PROJECT DETAIL: CONSTRUCT TRELLIS |
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| | REVIEW: 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS |
| | WPB ADMINISTRATIVE CODE ADMENDMENTS/ 2004 |
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| | STATUS: RE-SUBMITTAL DENIED |
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| | ** ONLY COMMENTS LABELED (X) NEED TO COMPLY. |
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| | A)PLEASE SUBMIT QUALITY PLANS: |
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| | 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. |
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| | 1) THE VALUATION APPEARS TO BE LOW AND SHOULD BE |
| | ADJUSTED TO REFLECT THE MARSHALL & SWIFT ESTIMATIONS: |
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| | |
| | 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. |
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| | 2) PLEASE INDICATE THE WIND DESIGN DATA: |
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| | 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. |
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| | 3) PLEASE SHOW ELEVATIONS AND DIMENSIONAL HEIGHTS. |
| | |
| | 4) INDICATE SPECIES AND GRADE OF LUMBER TO BE USED. |
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| | 5) PLEASE INDICATE TYPES/SIZES OF ANCHORS/STRAPS SHOWN |
| | ON DRAWINGS. SUBMIT PRODUCT APPROVALS FOR THE SAME. |
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| | 6) SHOW CONNECTION DETAILS TO THE EXISTING STRUCTURE |
| | AND BEAM TO RAFTER CONNECTIONS. |
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| | (X)7) CLARIFY FOUNDATION DIMENSIONS AND REINFORCING |
| | STEEL PLACEMENT OF THE SAME. |
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| | (X)8) SPECIFY GRADE AND SIZE OF REINFORCING STEEL TO |
| | BE USED. |
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| | (X)9) INDICATE CONCRETE COMPRESSIVESTRENGTH |
| | SPECIFICATIONS. |
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| | 10) PLEASE SPECIFY THE VERTICAL LAP SPLICE DIMENSION OF |
| | THE REINFORCING STEEL. |
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| | 11) PLEASE SPECIFY MASONRY BLOCK TYPE AND SIZE OF |
| | PROPOSED COLUMNS. |
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| | REVIEWED: KEN CONRAD |
| | PHONE: 805.6666 |
| | E-MAIL: [email protected] |
