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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'-U' O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) C 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE£NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />TRUBB TO TOP PLATE <br />5/9" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/Z' DIA. ANCHOR BOLT W/ Z' <br />A - SIMPSON MTS12 <br />STRENGTH Cl-G. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <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 3Z' OC MAX. <br />B - (2) SIMPSON MY812 <br />DOUBLE 70P PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's W O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONIC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />•o• <br />PROVIDE BLOCKING <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />o <br />CONT. 2x4 SECURED W/ (2)10d's C EACH <br />AND TOP PLATE ANCHORS W/ <br />1ILx11/2"COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />SECURE BT. PLATE TO SLAB W/ <br />129c9" WEDGE ANCHOR W/2" <br />^ 1 <br />�I II\I <br />/. V 111 YY <br />TRUSS TO BE INSTALLED@VY-WO.C. MAX. <br />10dx3" <br />WASHER SET IN HIGH STRENGTH <br />5-12" EMBED. MIN. 16' <br />POST CONNECTIONEPDXY <br />SSSTIRUSS/WOOD <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />$ <br />TRU86 POltf OgNEOrION <br />SCALE: 3/4"=1'-0" <br />• <br />'a <br />A-SIMPSON MTS-12 U <990 LBS W/(14)10d GALV. NAILS. <br />• • <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SOS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 21C' SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />PMTO&M CON,, <br />9a gb <br />SCALE: 3/4"=1'4' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <UA,565 W/ 5/&' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-77A4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 J <br />' <br />o <br />BtmDrv. da w1r. <br />ABBOTT PARK <br />LOT# 34 <br />BLK. 7 <br />PROJECT <br />04181.00 —34071 <br />MODE71 <br />3EAB <br />"1504— ALLEY' <br />GARAGE BVWG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H E <br />212021 <br />DAB 06/14/21 <br />SCALE: 1/4"=1'-0' <br />BI3EET <br />S3.1B <br />