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PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO <br />G <br />AT FIRST TWO BAYS 4'-W O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOWW <br />T <br />RROOF TOOFRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) Lo124" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PFRELEVATION <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 1/2" HIGH <br />W/1/2"DIA. ANCHOR BOLT W/ 2" <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />04146 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 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2.8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12ds I,- 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. 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 />CONTFILL <br />SECUREDLE (2 EACH <br />ALL HOLES, DO NOT USE <br />10dx3" <br />112W WEDGE ANCHOR W12" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO 19-" <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />EPDXY 5-112" EMBED. MIN. @ 16" <br />.1 <br />1 Oa 10b 1 O(i <br />OC MAX. <br />SCALE: 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />`` <br />8 <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-(r <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-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />114_A3'SDS, (1) 5/8' A.T.R. TO HOU4 AND (10)1/4" X 2 112" SDS TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />9a gb <br />POSTTO SLA8� <br />SCALE: 3/4"=1'-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:7,900 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" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. <br />li N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX 407-774-4078 <br />www.abdaWgngroup.com <br />AA #: 0003325 <br />M <br />N <br />r <br />V <br />u <br />o <br />9 <br />iLi <br />9 <br />0 <br />Inc <br />C <br />SVHDiV Ac LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK #11 <br />P1iOJECT# <br />04181.000-06111 <br />MODEL: <br />3EAB <br />1504- ALLEX" <br />GARAGE awMC: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH FoV. C <br />