Plan Review Notes For Permit 16030202 |
Permit Number |
16030202 |
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Review Stop |
B |
Sequence Number |
2 |
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Notes |
Date |
Text |
2016-03-31 15:20:17 | PLAN | | REVIEW COMMENTS | | | | 2ND REVIEW: FBC FIFTH EDITION (2014) | | ROBERT MCDOUGAL, CBO | | COMMERCIAL COMBINATION PLANS EXAMINER | | (561) 805-6714 | | [email protected] | | | | DENIED BY BUILDING | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | 1) THE INFORMATION THAT YOU SUBMITTED FOR THE SIMPSON | | A33 CONNECTORS SPECIFY THE ALLOWABLE LATERAL LOADS (F1 | | AND F2). NO ALLOWABLE UPLIFT LOADS ARE LISTED. THE | | FASTENERS THAT WERE SPECIFIED ON THE PLANS ARE NOT THE | | SAME AS THE ONES LISTED IN THE SIMPSON CATALOG PAGE | | THAT YOU SUBMITTED. REVISE THE DRAWINGS AND SUBMIT | | PRODUCT APPROVALS FOR CONNECTORS WITH ALLOWABLE UPLIFT | | LOADS. DCA RULE 9N-3, R301.1 & R802.2 | | | | 2) FBC R301.1 INDICATE WHICH ONE OF THE THREE EMBED | | DEPTHS LISTED FOR TECTUM DECKS IN THE TRUFAST CHART ON | | THE FASTENER SHEET THAT WAS SUBMITTED IS TO BE USED. | | BASED ON THE DRAWINGS THERE IS ONE FASTENER FOR EVERY | | FOUR SQUARE FEET OF ROOF AREA. FOR EXAMPLE THE FASTENER | | WITH THE 2.5" EMBEDMENT IS 595 LBS. DIVIDED BY 4 SQUARE | | FEET = 148.45 POUNDS PER SQUARE FOOT. THE PLANS STATE | | THAT THE WORST CASE IS -111 PSF. | | | | |
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