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PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'47' O.C. (AT PRE-ENGO WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ®24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2.6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY S'MIN. <br />EMBED. AT 32" OC MAX <br />SECURE GABLE TO 2XS P.T. <br />PLATE W/ 12d's S" O.C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2)10d's C EACH <br />TRUSS TO BE INSTALLED Q 10!4r O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=V-0' <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUBB TO TOP PLATE <br />A - USP MTW-12 U < 1195 LBS <br />W/ (14) 1 Od GALV. COMMON <br />NAILS. <br />B - W- <br />(2)USP MT12 U < 2390 <br />LBS W/ (14)1 Od GALV. <br />COMMON NAILS EA. <br />USP SPTH4 OR SPTH5 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 112" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10d x3" <br />PRE-ENG ROOF TRUSS <br />5/e" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE./(2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />20 OR 2x8 WOOD BEARING <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BO <br />SECURE BT. PLATE TO SLAB W/ <br />10x9" WEDGEANCHORW/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. (M16' <br />OC MAX <br />TRUSS CONNECTION L.B.W. <br />9a 9b SCALE: 3/4"=1'-0" <br />ROOF TRUSS <br />04/015 SYP NO. 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />' O• <br />:0 <br />TRUSSNVOOD POST CONNECTIONS <br />10a 10b 10C Bco,LE; 3/a^=r_�. <br />TRUBB TO POETCONrEGIION <br />A - USP MTW-12 U < 1105 LBS W/ (14) lOd GALV. COMMON NAILS. FL#17244 <br />B - USP HTW-20 U < 2045 LBS W/ (20)1Od VALV. COMMON NAILS, FL#17244 <br />C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD <br />SCREWS TO POST FL#17240/FLX172419 <br />POBrT'O BLAB CONNECTION <br />A&B - USP PAU44 POST BASE <U:2,255 G:8,775 W/ 5M DIA x 8' EXP. BOLT FL#17239 <br />USP PAU45 POST BASE <U:2,255 G:13,815 W/56 DIA x 5" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,485 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB <br />& (20) 18d x 2-1/2' NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />t <br />fQpJwj <br />evaa:v & IATt <br />ABBOTT PARK <br />LOT #24 <br />BLK. #8 <br />PROJ>OQT <br />04181.00t24081 <br />HOD�Ea <br />3EAB <br />"1504—ALLEX" <br />GARA02 OWnM: <br />RIGHT <br />PAGRL <br />DETAILS <br />160 MPH EXP. C <br />ol <br />D M 9/12/19 <br />INICAIM 1/4"=1"-0" <br />sx�r <br />S3.1B <br />