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PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHEID BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) ® 24" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL BTM. CHORD <br />PER E VATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING RAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/7' <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />a <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37OC MAX. <br />B - (2) SIMPSON MT812 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LEIS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's &' O.C. MAX <br />GALV. NAILS EA. STRAP <br />2.4 OR 216 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />•o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD, <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/Y' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. <br />FILL ALL HOLES, DO NOT USE <br />1/2'k9" WEDGE ANCHOR WIZ' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/VVOOD POST CONNECTIONS <br />TOSECUREDLEDQ10's�EC MAX.10dx3' <br />TRUSS TO BE INSTALLED 10'-lY' O.C. M <br />EPDXY 5-112" EMBED. MIN. @ 16" <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TSIMPS <br />A -SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />N MTc-12 U 1990 L <br />B - SIMPSON HTS-20 U < 1310 LEIS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS,(1) 5/9' A.T.R. TO HDU4 AND (10)1/4"X 21/2'SOS TO POST <br />9a gb TRUSS CONNECTION L.B.W. <br />�TOKA9CONNECTON <br />SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />o <br />Mop <br />ABBOTT PARK <br />LOT# 38 <br />BLK 7 <br />PRAJEC <br />04181.0007--38071 <br />moaExe <br />3EAB <br />"1504—ALLEX" <br />GARAGE BVfMG: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. <br />