Laserfiche WebLink
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 />D PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOFTRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24.O.C. <br />TRUSS <br />NOT SHOWN FOR CLARITY) <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE -EN G ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <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 />- <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U <990 LEIS 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 < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12ds 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 />FLx17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• o- <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPHB BTM <br />1/2' 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 />CONT. 2x4 SECURED W/ (2) 10d's R EACH <br />FILL1/2'x9' <br />ALL HOLES, DO NOT USE <br />WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />�J <br />TRUSSNUOOD POST CONNECTIONSAN <br />TRUSS TO BE INSTALLED @ 10-0' O.C. MAX. <br />10dz3' <br />EPDXY 5-1/2' EMBED. MIN. 0 16' <br />10a 10b 1 0c <br />OC MAX. <br />SCALE: 314'=l'-O' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />��PosrECT,oN <br />SCALE: 34'=1'-0' <br />< <br />a' . <br />-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 LEIS VGT TO TRUSS W/ (16) <br />1/4'x3'SDS, (1) 518" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />9a gp <br />F�BLAB�E� <br />SCALE: 3/4'=i'-O' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 518 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 5188' A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2' NAILS TO POST. <br />I3 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngmup.com <br />AA N: 0003325 <br />V <br />q <br />F <br />O <br />a� <br />1��jjyQ�11} <br />C <br />SUBDIV. ae L.OT <br />ABBOTT PARK <br />LOT #31 <br />BLK #9 <br />PROJECT* <br />04181.000-31091 <br />MoDEL.• <br />3EAB <br />"1504— ALLEX" <br />GARAGE SITING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH W. C OF <br />