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PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL PRE-ENG <br />AT SHEAIRSTTHING <br />TWO SEAMBAYSS) <br />BL O.C. G O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C.MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD PER ELEVATION <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING PRE-ENG ROOF TRUSS <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN PTO TOP PLATE PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 12" DIA. ANCHOR SOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG, BOARD 4x4/4xS SYP NO, 2 <br />WASHER SET IN HIGH U < 990 LBS W/ (14) tOd SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO <br />STRENGTH EPDXY 6'MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE <br />EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE <br />SECURE GABLE TO 2x8 P.T. U < 1420 LBS Wl (14)10d BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 20 OR 2x6 WOOD BEARING CONNECTION <br />WALL W/ SYP No 2 STUDS SEE FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED BTM. PLATE TO BE PT. <br />LINTEL COURSE PROVIDE DEL. TOP PLATE <br />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH40R SPH6 BTM 12" GYP. WL BD. a <br />AND TOP PLATE ANCHORS Wl <br />tOd x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ <br />FILL ALL HOLES, DO NOT USE 1/Z'x9" WEDGE ANCHOR Wl2" <br />CONS. EACH 10dx3„ WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTION PR <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX- EPDXY 5-1/7' EMBED. MIN. ® 16" 1 0a 10b 1 OC SCALE 3/4"=l'-0" <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL �TDPogT�NEDT1oN <br />8 SCALE: 3 4"=1'-0 A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />-• E a 8-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"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2" SDS TO POST <br />9a 9b TRUSS CONNECTION L.B.W. �TD��,ECTION <br />SCALE' 3/4"=1'A" A88 - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z POST SASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />S <br />Y <br />g <br />o <br />6 <br />2 <br />W;i <br />8v8DM ae LOT: <br />ABBOTT PARK <br />LOT ##34 <br />BLK. ##12 <br />PROJECT* <br />04181.000-34121 <br />MODEI d <br />3EAB <br />"1504— ALLEX" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MP EXP. C <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />