| Date |
Text |
| 2008-04-10 16:52:33 | PROJECT: 1369 OLD OKEECHOBEE ROAD/#08030574 |
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| | PROJECT DETAIL: INSTALL 45' FLAGPOLE |
| | |
| | CODE REVIEW: |
| | 2004 FLORIDA EXISTING BUILDING CODE W/2006 REVISIONS |
| | 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS |
| | CITY OF WEST PALM BEACH AMENDMENTS 2004 EDITION |
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| | STATUS: DENIED. |
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| | COMMENTS: |
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| | 1) PROVIDE CALCULATIONS AS PER EXCEPTION #5: |
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| | 1609.1.1 DETERMINATION OF WIND LOADS. |
| | WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE |
| | DETERMINED IN ACCORDANCE WITH SECTION 6 OF ASCE 7. WIND |
| | SHALL BE ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION |
| | AND WIND PRESSURES SHALL BE ASSUMED TO ACT NORMAL TO |
| | THE SURFACE CONSIDERED. |
| | EXCEPTIONS: |
| | 1. PROVISIONS OF SECTION 1609.6 SHALL BE PERMITTED FOR |
| | BUILDINGS 60 FEET (18.3 M) HIGH OR LESS. |
| | 2. WIND TUNNEL TESTS TOGETHER WITH APPLICABLE SECTIONS |
| | OF 1609.6. |
| | 3. SUBJECT TO THE LIMITATIONS OF SECTIONS 1609.1.1.1, |
| | 1609.1.4, AND 1609.3, THE PROVISIONS OF IBHS GUIDELINE |
| | FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SHALL |
| | BE PERMITTED FOR APPLICABLE GROUP R2 AND R3 BUILDINGS |
| | FOR A BASIC WIND SPEED OF 140 MPH (63 M/S) OR LESS IN |
| | EXPOSURE B IN ACCORDANCE WITH FIGURE 1609 AND SECTION |
| | 1609.4. PROVISIONS FOR DESIGN WIND SPEEDS OF 140 MPH |
| | (63 M/S) IN THE GUIDELINE FOR HURRICANE RESISTANT |
| | RESIDENTIAL CONSTRUCTION SHALL ALSO BE PERMITTED FOR |
| | BUILDINGS FOR A BASIC WIND SPEED OF 120 MPH (54 M/S) OR |
| | LESS IN EXPOSURE C IN ACCORDANCE WITH FIGURE 1609 AND |
| | SECTION 1609.4, AND PROVISIONS FOR DESIGN WIND SPEEDS |
| | OF 120 MPH (54 M/S) IN THE GUIDELINE FOR HURRICANE |
| | RESISTANT RESIDENTIAL CONSTRUCTION SHALL BE PERMITTED |
| | FOR BUILDINGS FOR A BASIC WIND SPEED OF 100 MPH (45 |
| | M/S) OR LESS IN EXPOSURE C IN ACCORDANCE WITH FIGURE |
| | 1609 AND SECTION 1609.4. |
| | 4. SUBJECT TO THE LIMITATIONS OF SECTIONS 1609.1.1.1, |
| | 1609.1.4, AND 1609.3, PROVISIONS OF ANSI/AF&PA WFCM, |
| | WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY |
| | DWELLINGS SHALL BE PERMITTED FOR APPLICABLE WOOD FRAME |
| | BUILDINGS OF GROUP R3 OCCUPANCY FOR A BASIC WIND SPEED |
| | OF 150 MPH OR LESS IN ACCORDANCE WITH FIGURE 1609 AND |
| | SECTION 1609.4. |
| | 5. DESIGNS USING NAAMM FP-1001 SPECIFICATION FOR DESIGN |
| | LOADS OF METAL FLAGPOLES. |
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| | 2)PLEASE INDICATE GRADE AND SIZE OF REINFORCING STEEL |
| | ANG WWF GAGE. |
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| | 3) PLEASE PROVIDE MANUFACTURER'S SPECIFICATIONS. |
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| | 4) PLEASE INDICATE THE CONCRETE DESIGN/COMPRESSIVE |
| | STRENGTH. |
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| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
| | E-MAIL: KCONRAD @WPB.ORG |
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