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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 />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <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 1/7' HIGH <br />W/ 1/7DIA. 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 c 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 37'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 8' 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 />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.a. <br />SIMPSON SPH4 OR SPH6 BTM <br />IQ" GYP. WL BD. <br />• O <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />FILL <br />FILL ALL HOLES, DO NOT USE <br />W1 <br />WEFT <br />CONT. 2x4 SECURED W/ (2)10d's C EACH <br />x 3" <br />10dEPDXY <br />WASH IN HIGHOR <br />WASHER SET IN HIGH STRENGTH <br />H <br />TRUSS/VVOOD POST CONNECTIONSJU <br />TRUSS TO BE INSTALLED (� 10'-0" O.C. MAX. <br />5-1/2" EMBED. MIN. 016" <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 />„RUSS TO,, <br />0 <br />SCALE: 3/4"=T-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-PLKSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />ll"x3"SDS, (1) SH' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' SDS TO POST <br />CONNECTION @ L.B.W. <br />STRUSS <br />POST TOSL,ABCONNEC7ION <br />SCALE: 3/4"=l'-0" <br />A8B -SIMPSON ASU44Z POST BASE N: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/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB-U:4,565 W/ 5/8' AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W w W.8bdesigngrou p.com <br />AA N: 0003325 <br />y <br />� <br />Y <br />14 <br />atmDIV. as Lo <br />ABBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />PROJECT* <br />04181.000-28121 <br />1[ODEL4 <br />3EAB <br />"1504— ALLEX" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />