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38408 Sonnet Landing Ave
Zephyrhills
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38408 Sonnet Landing Ave
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Last modified
3/20/2025 4:31:24 PM
Creation date
2/19/2025 11:10:51 AM
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Building Plans
Street #
38408
Location
Sonnet Landing Ave
Contractor
DR Horton
Building Plans - Permit #
1705
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IF <br />VTCR SPACING (1) AT EACH END <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d 0 EA <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-W TO 30'-0" (1) °X" BRACE <br />1 1j111 <br />�1511 <br />30'-1"TO 60'-0(3)-r BRACE <br />PRE-ENG GABLE TRUSS <br />(1) -r BRACE @ CENTER <br />I 11 <br />(2) "X" BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SL641AND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />(AS PER TRUSS ENG) <br />I I <br />\ <br />I e O <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />IIILLL <br />SHEATHING <br />FASTENER SCHEDULE" <br />Li <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />tx2,2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES (off 24" O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />NAILS <br />FORREVIEW <br />12"0)COMMON <br />12" O/C <br />SECURE4RATRUN <br />AND APPROVAL SECURED W/ (2)12d's @ <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />2 <br />� <br />W/ HIP RETURN SDALE:B/4•=,'-0• <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D G'D WOODO.C. <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS <br />TRUSS <br />NOT SHOWN FOR CLARITY) <br />MAX <br />O <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 24 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12ds 8" O.C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 20 SECURED W1(2)10d's Q EACH <br />TRUSS TO BE INSTALLED @ 10'-0° O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'� <br />d N. RONALD REAGAN 81. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA C 0003326 <br />Z <br />s) <br />r <br />d <br />QQ1, <br />lie <br />3V9DIN. Ae mg <br />ABBOTT PARK <br />LOT #3 <br />BLK #11 <br />PROJECT# <br />04181.000-03111 <br />uoDEr.: <br />4EBB <br />"1828-CALI" <br />GARAGE 8111MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0 <br />_1' • ' i GIlllffil <br />DA 01/19/21 <br />8CAr.E: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />
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