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7434 Sail Clover Ln
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7434 Sail Clover Ln
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Last modified
3/21/2025 3:54:57 AM
Creation date
2/24/2025 9:28:18 AM
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Building Plans
Street #
7434
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
4586
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NAIL <br />VTCR SPACING (1) AT EACH END <br />Illllyl� <br />SHEATHING TO LADDER <br />IIIr III <br />EDGE PER SCHEDULE <br />2X4 CONT LADDER EDGE <br />VTCR <br />AND V-0" O.C. MAX. <br />2X4 LADDER AT 16'0/C <br />W/(2) 16d NAILS W O/C TO <br />TOP CHORD OF TRUSS <br />(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3) 12d Q EA. <br />TRUSS (DIAG. BRACE TO <br />1111111II <br />COVER 5TRUSSES) <br />I1111 <br />0'-0"TO 30'-0"(1)"X"BRACE <br />2x SUB -BAND <br />I�IhIIl <br />30'-1" TO 60'-0(3) X' BRACE <br />PRE-ENG GABLE TRUSS <br />I I 1 I 1 <br />(1) "X" BRACE 0 CENTER <br />STIFFBACK AT ALL <br />(2) ")"BRACE DIVIDED EQUALLY <br />UPRIGHTS OVER 4'-10" HIGH <br />Ile <br />FROM CENTER TO END. <br />(AS PER TRUSS ENG) <br />l l OI <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1x2, 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 0 24" O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2X4 RAT RUN <br />12"O/C <br />ANDAPPROVAL SECURED W/12)12ds0 <br />PRE-ENGINEERED <br />BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SMASONRY <br />EE SCHEDULE <br />GABLE END PRE-ENG'D <br />� <br />TRUSS <br />G <br />SCALE: N.T.S. <br />W/ MIP RETURN SCALE: 3/4"=1'-D <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />O <br />PRE-ENG'D WOODO.C. <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />..,'j <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/ 12d's 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />O SCALE: 3/4"=1'-0„ <br />FE <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />m <br />g <br />y <br />O <br />ILL <br />sIUBDM & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT# <br />04181.04C-12141 <br />MoDzu <br />4EAB <br />"1672- ARIA" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />
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