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s <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4-O.C. (AT <br />0 PRE4:NG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER EL V TION <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 />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 112" HIGH <br />W/ 1 /2" DIA. ANCHOR BOLT W/ 2" <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 wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS, <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE O 2x6 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8T. .C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL WI SYP N0 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 />O <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />112"GYP. WL. BD. <br />0. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED WI (2)10d's�EACH <br />FILL ALL HOLES, DO NOT USE <br />tOdx3" <br />1/2W' WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMIOOD POST CONNECTIONS <br />?BUSS TO BE INSTALLED (� 10'-0" O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. (ct 16" <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />8 <br />TRDSB TO P08T CXNY7ECTION <br />SCALE: 314"=1'-0" <br />a• <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />E <br />B - SIMPSON HTS-20 U < 1310 LBS Wl (20)10d GALV. NAILS. <br />C - 2-PLYSIMPSON VGTMDLI4 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 2112" BOB TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-0" <br />A88 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. r <br />EMBEOMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.corn <br />AA Y: 0003325 J <br />Z <br />a <br />64 <br />0 <br />1 <br />Will <br />sysa:v aLAT: <br />ABBOTT PARK <br />LOT #4 <br />BLK. #11 <br />PROJECT* <br />04181.000-04111 <br />MODEIa <br />3EAB <br />1504- ALLEX" <br />GARAGE 317MG: <br />LEFT <br />PAGE: <br />DETAILS <br />1%16a MPH A C <br />FES <br />`-ATEi 1/25/21 <br />SCALE: 1/4"=1'-0" <br />S3.1B <br />