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7431 Sail Clover Ln
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7431 Sail Clover Ln
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Last modified
3/21/2025 3:49:30 AM
Creation date
2/24/2025 9:47:15 AM
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Building Plans
Street #
7431
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
4591
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NAIL SHEATHING TO LADDER <br />EDGE PER SCHEDULE 2X4 CONT LADDER EDGE <br />2X4 LADDER AT 16"0/C —�\ W/(2)16d NAILS 8" O/C TO <br />TOP CHORD OF TRUSS <br />.. (2) 2X4 No.2 SYP DIAG, <br />BRACE W/ (3) 120 0 EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'' TO 30'-0" (1)'X" BRACE <br />E 2x SUB -BAND <br />30--1" TO 60'-0 (3) "X' BRACE PRE-ENG GABLE TRUSS — <br />(1) "X" BRACE 0 CENTER STIFFBACK AT ALL <br />(2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH <br />FROM CENTER TO ENO. (AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1z2, 2z WOOD FASCIA <br />SEE ARCHITECTURAL <br />CONNECTION PER <br />TRUSS MFG. <br />2z SECURED W/ (3) 16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" O/C, <br />lx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED W/ (2) 12d's [@ <br />EACHTRUS <br />MASONRY BOND BEAM S <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE: 3/4"=l'-0" <br />VTCR SPACING (1) AT EACH END <br />AND 6'-0" O.C. MAX. <br />PRE-ENGINEERED <br />2 VALLEY TRUSS CONNECTION <br />SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS- <br />2X4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4-0' O.C. (AT <br />SHEATHING SEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION <br />SECURE 2X6 PT. PLATE TO BLK- <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/ 12d's 8" O.C. MAX <br />PRE-ENG'D WOOD <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/ TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10ds @ EACH <br />TRUSS TO BE INSTALLED ® 10'4" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />F <br />m <br />a <br />q <br />q <br />� <br />Q <br />T4q <br />SVHDm a. LOT: <br />ABBOTT PARK <br />LOT #20 BLK #12 <br />PHASE: 4C <br />1pitojzcT# <br />04181.04C-20121 <br />MCDEL- <br />4EBB <br />"1828—CALI" <br />GARAGE SMIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />8 <br />AR NO J <br />DA 2/04/22 <br />L8*9ME <br />C: 1/4"=1'-0"T <br />3.1B <br />
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