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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 />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 024" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER E 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 />Y <br />W/ TRUSS PLAN <br />T'RU88TOTOP PLATE <br />5l8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1Y2' DIA. ANCHOR BOLT W/ 7' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />`S <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 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U c 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 />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />o• <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BID <br />o <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1f2' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. <br />FILL ALL HOLES, DO NOT USE <br />1/2'k9" WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTIONS <br />TOSECUSTALLERED <br />0101-9-0C MAX.10dx3" <br />TRUSS TO BE INSTALLED 10'-0" O.C. M <br />EPDXY 5-12" EMBED. MIN. 016" <br />SOa S(��TRLISS/VVOCID <br />OC MAX. <br />SCALE: 3/4"=l'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />.. <br />TnuesTOPosrcoNNecnoN <br />SCALE: 3/4"=1'-0" <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-PLY-SIMPSON VGTIHDU4 U < 4565 LBS VGT TO TRUSS W/(16) <br />1/4'k3"SOS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 210 BIDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />„_ ,,,- <br />gQ 9b <br />SCALE: 3/4"=T-0' <br />PmroamcommoTON <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x W EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G, 1Q335 W/ 518 DIA, x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. i' <br />EMBEDMENT TO SLAB a (26) 16d x 2-1/2' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngtoup.com <br />L AA #: 0003326 <br />G <br />Y <br />pp <br />6 <br />stnmlV. da LIS <br />ABBOTT PARK <br />LOT# 36 <br />BLK. 7 <br />llpsojw' <br />04181.00- 36071 <br />MODIM <br />3EAB <br />"1504—ALLEX" <br />GAP.AGE BWING: <br />LEFT <br />PAGffi: <br />DETAILS <br />160 MPH EXP. C <br />