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2231 LOMBARD AVE 2024 Plans 2025-01-10
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2231 LOMBARD AVE 2024 Plans 2025-01-10
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Last modified
1/10/2025 3:56:33 PM
Creation date
1/7/2025 2:14:42 PM
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Address Document
Street Name
LOMBARD AVE
Street Number
2231
Permit
B2405-021
Year
2024
Notes
NEW INSULATION, NEW WINDOWS, REPLACE SLIDER W/ WINDOW
Address Document Type
Plans
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�1VI.... Bu ldin Permit.com <br /> Y 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 /> 500 PSF soil-bearing capacity. - <br /> • ors#-be pre - 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 /> accor ance 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 L pre-manufactured guardail <br /> b Existing building 4"in diameter cannot systems to deck components <br /> pass through(See Tip shall be per manufacturer. <br /> FlashingSheet 3 . required by the reviewer.Special blocking details may be <br /> ) <br /> _/ <br /> See detail 1 on page <br /> 6 for ledger Refer table on page ///''''''See page 8 for guardrail <br /> attachment options 3 for Joist Sizes _ / post connection <br /> Decking and Spans / / <br /> ( Secure ballusters with(1)#ad <br /> wood screw top&bottom <br /> re spacing Re <br /> fer <br /> Size and Spans <br /> e 3 for <br /> recommended Note: for drainage <br /> Contractor to ficy d <br /> o Knee braces are required if <br /> verify adequacy of ,. distance fromgrade to topof <br /> solid for ledger <br /> connection. post exceeds 48". See detail <br /> / If an exit or egress from on page <br /> the existing bui . 7lding <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-- N !— <br /> Minlmurn _=_f—�. .,• (2)9f4 ea.way,3"clear <br /> depth ofA. - to bottom of footing. <br /> footing 12" I I i -V..-'. r,` "' I Footing to bear on 11 it I - undisturbed earth. <br /> May 29,2024 MyBuildingPermit.com i Basic Deck 2 <br /> eCityGov net <br /> 2005'0 DGityr*Mance <br />
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