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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 />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />N OT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER EL VATI N <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE�ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRIM TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W,1/7' DIA. ANCHOR BOLT W/ 7' <br />A- SIMPSON MTS12 <br />STRENGTH Cl-G. BOARD <br />4X4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U <990 LBS Wl (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 37' OC MAX. <br />B - (2) SIMPSON MTS12 <br />se <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 WO .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 />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD <br />C. <br />AND TOP PLATE ANCHORS W/ <br />10d X 1 1/1" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONS. SECURED10d's�EACH <br />FILL ALL HOLES, 00 NOT USE <br />12"x9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />r <br />TRUSS TO BE INSTAED 10'-0" O.C. MAX. <br />TOINSTALLED <br />10d3' <br />x <br />EPDXY 5-1/Z' EMBED. MIN. ® 16' <br />TRUSS/WOOD POST CONNECTIONS Ov <br />1 Oa 10b 1 0Ci <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />4. <br />TRu38,OPOBTCONNEC71ON <br />A - SIMPSON MTS-12 U<990 LBS W/(14) 10d GALV. NAILS. <br />6-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 />1/4N3!-SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 114" X 2 112" SOS TO POST <br />TRUSS CONNECTION @ L.B.W.ONNECTION @ L.B.W <br />POSTTO SLAB GONNECTXX4 <br />SCALE: <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 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 HTTS POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. <br />1 Ni RONALD REAGAN BI <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />6 <br />6 <br />B14 <br />UBDIV. & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181.04E-12131 <br />MODEIA <br />3EAB <br />"1504— ALLEX" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />