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PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE{NG <br />AT FIRST TWO BAYS 4'-0' O.C. <br />Q PRE{NG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKINGG <br />TRUSS (TYP) Q 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4DIAGONALBTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFV <br />pRE{NG ROOF TRUSS <br />%5/8" <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TMW 7O TOP PLATE <br />GYPSUM BOARD OR 12' HIGH <br />W/ 12' DLA. ANCHOR BOLT W/2" <br />— <br />A-SIMPSON MTS12 <br />STRENGTH CLG. 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 MTS12 <br />DOUBLE TOP 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 6' 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 />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTELCOURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />o• <br />'O' <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1f2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/(2) 1O's @ EACH <br />d <br />FILL ALL HOLES, DO NOT USE <br />1/2'x9" WEDGE ANCHOR W/Z' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 1 Y-O" O.C. MAX. <br />lod x3' <br />EPDXY 5-1f2" EMBED. MIN. Q 16" <br />108 10b 1 OCi <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />• <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-PLYSIMPSON VGT/HDU4 U < 4665 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" BIDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />PawroamooLaEonon <br />SCALE'314"=l'-0' <br />A&B- SIMPSON ABU44Z POST BASE<U:1,9DO G'5,66OW/618DIA. x6'EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DI.4 x 6' EXP. BOLT <br />C-SIMPSON HTTS 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />ww W.a bdesigngroup.com <br />AA #: 0003325 <br />W <br />S <br />t <br />It <br />o <br />N. <br />E: <br />ti <br />not <br />9UBD1V. & LOT: <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT# <br />04181.000-32071 <br />MODEL• <br />3EAB <br />"1504—AUEX" <br />GAIIAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 H W. C <br />