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6272 Abbott Station Dr
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6272 Abbott Station Dr
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Last modified
3/4/2025 12:33:11 AM
Creation date
2/18/2025 3:33:33 PM
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Building Plans
Street #
6272
Location
Abbott Station Dr
Contractor
Village Square Builders
Building Plans - Permit #
12813-12816
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STUD WALL, SHEATHING & SIDING — SECOND FLOOR <br />METAL FLASHING <br />1 X DECKING BOARDS <br />/1 <br />1 1'_ 10Y2" _�_ TOP OF DECK <br />2X8 SYP DECK JOISTS @ 16" O.C. <br />2X8 SYP LEDGER NAILED W/SIMPSON SIDS WOOD SCREWS <br />© 8" O.C. 2 ROWS STAGGERED <br />SIMPSON LUS28 JOIST HANGER ® EACH END <br />PROVIDE 2X BLOCKING BETWEEN FLOOR TRUSSES FOR <br />NAILING LEDGER BOARD <br />16" FLOOR TRUSSES <br />8" CMU WALL, FIRST FLOOR <br />2 DECK SECTION/DETAIL <br />B 6 SCALE 1 /2"=1 '-0" <br />3/4" MIN. MAXXON UNDERLAYMENT <br />OR GYP-CRETE <br />I /d" TJloC PI vwnnn CI I Ian z <br />16" DEEP OPEN WEB FLOOR TRUSS <br />1/2" RESILIENT CHANNELS ® 16" <br />O.C. PERP. TO TRUSSES <br />J" TYPE 'X' GYPSUM BOARD <br />FLOOR/CEILING ASSEMBLY <br />SCALE 3/4"=1 '—O" 1 HOUR - U.L. DESIGN Nos. L518, <br />AND L530 & L531 <br />H ETA 12 <br />ANCHO <br />HETA1 <br />ANCH( <br />GROUT FILLED CELL W/1 #5 REB, <br />SEE FOUNDATION PLAN <br />SIMPSON HETA24, ONE EA. SIDE OF <br />GIRDER TRUSSES <br />16" DEEP OPEN WE <br />® 24" O.C. INSTALL <br />MANUFACTURER'S SI <br />TRUSS MANUF. TO <br />GIRDER TO TRUSS <br />TYP. <br />MCA 11 /n\ nVIn C1^1 IM CA11/AI <br />/_ VGGr VrLIV YYL� fLVVR IRVJJGJ IV <br />PROVIDE 6'-0" CANTILEVER SEE JOIST <br />MANUFACTURER'S SPECIFICATIONS (T�SECOND FLOOR FRAMING PLAN <br />SCALE 1 /4"=1 '-0" <br />TRUSS <br />-TYP. <br />UT FILLED CELL W/1 #5 REBAR CONT., <br />FOUNDATION PLAN <br />SON HETA24, ONE EA. SIDE OF GIRDER <br />;SES <br />2 TRUSS <br />)RS-TYP. <br />MANUF. TO <br />=R ADEQUATE <br />TO TRUSS <br />:TIONS - TYP. <br />►—� 00 <br />�t t <br />d+ q4 I <br />W Lo Lb <br />co <br />AMCO <br />to <br />44 co <br />. w LO <br />co <br />maw <br />cow <br />F..a N a <br />C a <br />W <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />(B I <br />N I <br />� <br />s I <br />U_ <br />O N Ecu I <br />c 0 � I d <br />I W <br />c <br />ca a m I <br />CD CD I <br />o I <br />Ln N <br />(D (D <br />2 I <br />0 <br />z <br />.� � a o <br />o � cc <br />c N xC0 <br />cv Q N <br />�' • N <br />ca)� 0 U v� <br />a� o a <br />(,m— <br />c O m E- <br />W Ict <br />CD Q co <br />Z J M <br />0 —1 J <br />J 5; L.L <br />m Y J <br />U O = <br />0 j = <br />O_jo.. <br />F W <br />N <br />2 <br />H <br />U) <br />W W <br />Z C) <br />m o0 <br />W <br />COO Q <br />Q 0') <br />C) M <br />Z U <br />O W 00 <br />U O <br />J Q <br />J <br />J <br />W <br />Z <br />W <br />C� <br />REVISIONS: <br />Issue Date: <br />11/11/11 <br />SECOND FLOOR <br />FRAMING PLAN <br />B6 <br />
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