| | Department Issues | Signed Off | Intl |
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1. Please provide all plans and details for storm shelter. FEMA 320 designs are acceptable. Other designs must be submitted for approval separatly, prior to being attached to the plans. Footings must be shown on the foundation plans.
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7/1/2010
| jdacosta |
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2. Please review rebar spacing. The o.c. spacing and additional required rebar at openings does not comply with FBC-R609.3 and Tables R609.3.3A or R609.3.3B.
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6/22/2010
| jdacosta |
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3. Please provide a detail for the wood framed entry that includes the sheathing size/fastening specs, and a complete load path from roof trusses to masonry wall. If sheathing is "combined use", system will need to comply with APA document SR-101B. Also include the fastening/connection requirements for the false knee wall, as it is wind loaded also.
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7/1/2010
| jdacosta |
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4. Please specify the porch "structural" ceilings and attachment for the "enclosed" structural design, as gypsum alone is not approved.
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6/22/2010
| jdacosta |
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5. Please correct the ceiling height legend on sheet S3.1B. It does not match the legend heights on A1.3.
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6/22/2010
| jdacosta |
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6. Please adjust the plans to include the current 2008 Electrical code edition in the code statements.
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6/22/2010
| jdacosta |
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7. Please correct or adjust the required/stated insulation values on sheet G0.2 as they conflict with the energy calcs.
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7/1/2010
| jdacosta |
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8. Please clearly Identify/label the "Safe Room" location on sheets A1.1, A1.3, E1.1, P1.1, S1.1, and S2.1.
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7/1/2010
| jdacosta |
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9. Please provide referenced "attachment" to the Florida Product approval form, in the Structural components category for Simpson.
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7/1/2010
| jdacosta |