Date |
Text |
2018-10-25 10:30:21 | ****CORRECTIONS**** |
| W.P.B. PERMIT: 18101097 |
| REVIEWED: OCTOBER 25, 2018 |
| |
| DYLAN BATTLES |
| BUILDING PLANS EXAMINER I |
| [email protected] |
| 561-805-6718 |
| |
| FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017) |
| FBC B = FBC BUILDING |
| FBC EB = FBC EXISTING BUILDING |
| FBC A = FBC ACCESSIBILITY |
| FBC ENERGY = FBC ENERGY CONSERVATION |
| FBC R = FBC RESIDENTIAL |
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| [FBC 107.5.2]PROVIDE DIAGRAM TO SHOW LOCATION OF ROOF |
| AREA TO BE REPLACED. |
| ADD ROOF PITCH TO DIAGRAM TO SHOW DRAINAGE. |
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| PROVISO: (NO RESPONSE REQUIRED) |
| PROVIDE NAILING TO BRING THE SHEATHING UP TO CURRENT |
| FBC 2017 STANDARDS AS PROVIDED BELOW FOR THE SHEATHING |
| APPLICATION THAT APPLIES TO YOUR PROJECT. |
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| [FBC R908.7.1.1] |
| ROOF DECKING CONSISTING OF SAWN LUMBER OR WOOD PLANKS |
| UP TO 12 INCHES WIDE AND SECURED WITH AT LEAST TWO |
| NAILS (MINIMUM SIZE 8D) TO EACH ROOF FRAMING MEMBER IT |
| CROSSES SHALL BE DEEMED TO BE SUFFICIENTLY CONNECTED. |
| SAWN LUMBER OR WOOD PLANK DECKING SECURED WITH SMALLER |
| FASTENERS THAN 8D NAILS OR WITH FEWER THAN TWO NAILS |
| (MINIMUM SIZE 8D) TO EACH FRAMING MEMBER IT CROSSES |
| SHALL BE DEEMED SUFFICIENTLY CONNECTED IF FASTENERS ARE |
| ADDED SUCH THAT TWO CLIPPED HEAD, ROUND HEAD, OR RING |
| SHANK NAILS (MINIMUM SIZE 8D) ARE IN PLACE ON EACH |
| FRAMING MEMBER IT CROSSES. |
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| R908.7.1.2 |
| FOR ROOF DECKING CONSISTING OF WOOD STRUCTURAL PANELS, |
| FASTENERS AND SPACING REQUIRED IN COLUMNS 3 AND 4 OF |
| TABLE R908.7.1.2 ARE DEEMED TO COMPLY WITH THE |
| INDICATED DESIGN WIND SPEED RANGE. WOOD STRUCTURAL |
| PANEL CONNECTIONS RETROFITTED WITH A TWO PART URETHANE |
| BASED CLOSED CELL ADHESIVE SPRAYED ONTO THE JOINT |
| BETWEEN THE SHEATHING AND FRAMING MEMBERS ARE DEEMED TO |
| COMPLY PROVIDED TESTING USING THE MANUFACTURER?S |
| RECOMMENDED APPLICATION ON PANELS CONNECTED WITH 6D |
| SMOOTH SHANK NAILS AT NO MORE THAN A 6-INCH EDGE AND |
| 12-INCH FIELD SPACING DEMONSTRATE AN UPLIFT RESISTANCE |
| OF A MINIMUM OF 200 PSF. |
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