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605 MAULSBY LN 2023 Plans 2025-09-26
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605 MAULSBY LN 2023 Plans 2025-09-26
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Last modified
9/26/2025 11:41:41 AM
Creation date
9/26/2025 11:41:19 AM
Metadata
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Template:
Address Document
Street Name
MAULSBY LN
Street Number
605
Permit
B2310-119
Year
2023
Notes
UPDATE DECK CONSTRUCTION TO EXISTING CODE
Address Document Type
Plans
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,ZMy6ui ldi ngPermit xom <br /> a service of eCityGov.net Construction Tip Sheet 05 <br /> Deck Construction Notes <br /> • Design loading for decks is based on 60 pounds per square feet (PSF) live load, 10 PSF dead load, and <br /> 1500 PSF soil-bearing capacity. <br /> • All wood must be pressure-treated or naturally resistant to decay (i.e. cedar, redwood, teak). Treat cuts, <br /> holes, and notches with end-cut solution. See Tip Sheet#11 for more information. <br /> • Fasteners, hangers, nails, etc., must be stainless steel, hot-dipped galvanized, or as specifically <br /> required for the specified wood preservative used. The coating weights for zinc-coated fasteners to be in <br /> accordance with ASTM A 153. Provide documentation to your inspector. <br /> • You may modify any components of this tip sheet using accepted engineering practices. Any <br /> modifications must be reviewed prior to permit issuance. <br /> • All attachments must be per manufacturer's installation instructions. <br /> 36"minimum high guard <br /> with intermediate rails Attachment of <br /> spaced so that a sphere pre-manufactured guardail <br /> systems to deck components <br /> 4"in diameter cannot <br /> Existing building shall be per manufacturer. <br /> pass through (See Tip Special blocking details may be <br /> JFlashing Sheet 3). required by the reviewer. <br /> See detail 1 on page <br /> 6 for ledger Refer table on page See page 8 for guardrail <br /> attachment options F 3 for Joist Sizes post connection <br /> Decking and Spans <br /> Secure ballusters with(1)#8d <br /> I wood screw top&bottom <br /> Refer to Table on page 3 for <br /> recommended spacing Beam Size and Spans <br /> re � / P <br /> Note: for drainage <br /> IX <br /> Contractor to field <br /> verify adequacy of Knee braces are required if <br /> solid lumber for ledger distance from grade to top of <br /> connection. If an exit or egress from on page <br /> exceeds 48". See detail <br /> the existing building <br /> passes under the For post size and maximum <br /> proposed deck,or if there allowable height, see page 4 <br /> Is an existing patio under <br /> the proposed deck,6'-8" <br /> minimum clearance must <br /> be maintained. Please <br /> Indicate openings In Manufactured post base cast in <br /> existing wall in elevation footing <br /> view. <br /> Refer to Table on page 4 for <br /> Footing Size <br /> 3,000 psi concrete(no special <br /> inspection required) <br /> Finished grade <br /> 1"clear <br /> Minimum #4 ea.way,3"clear <br /> de th of IBIL I II II I I� to bottom of footing. <br /> P �I�IB�EI I �11 n <br /> footing 12" I�IBI�II�II ° I �II� Footing to bear on <br /> II�Ti�TI�II=1T I I�i���II- undisturbed earth. <br /> May 29,2024 MyBuildingPermit.com I Basic Deck 2 <br /> eCityGov.net <br /> 2:05 eCkyGcvAhance <br />
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