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2x4 STRONGBACK SECURED TO - <br />EACH TRUSS W/ (3)16d COMMON <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLCOR TRUSS, <br />TYPICALLY 10"0" BUT REFER TO <br />TRUSS ENGINEERING <br />FLOOR DECK <br />2X6 PT TERMINATION <br />BLOCKING SECURED TO WALL <br />W/ (6) 3116" ° x 4 TAPCONS <br />SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />ENO EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUOS <br />PLYWOOD FLOOR <br />SHEATHING <br />FLOOR TRUSS OR <br />GIRDER TRUSS <br />SIMPSON H6 W/ <br />(8)8d COMM^"' <br />EACH END <br />PLATE STRAPS W/ 1Gd x 1 <br />1/2" HDG NAILS <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d B 3' O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3' O.C. <br />STAGGERED UPPER PLY INTO 2X6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O <br />0 <br />z <br />�UU . <br />I O ova <br />PER ELEVATION /1� Fz <br />1X2 FIRE -STOP <br />2x4 STRONGBACK, WALL / FLOOR FRAMING, <br />FLOOR BRACING 2 TRUSS PARALLEL TO WALL <br />SCALE: 3l4"=1'-0" SCALE', 3/4"=T-V' <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK <br />INTO LEDGER AND 10d 0 3" O C. #8 WOOD SCREWS NOTE: <br />STAGGERED UPPER PLY INTO 2X6 x 7' LONG @ 3' O,C.; 2x4 BLOCKING cU EA. BRACE. <br />BELOW STAGGERED OFF NI TOENAIL INTO TRUSS W/(4) 16d STRUCTURAL SHEATHING <br />CENTERLINE OFF 2x6; - NAILS @ EA. END MUST NOT BREAK WITHIN <br />1'i" MIN. FROM 2ND. FLR. <br />3/4" AS SHOWN 2x4 BRACE 0 48" O.C. w/ (5) 12d LINE <br />DBL 2X8 LEDGER NAILS @ EA. END <br />CMU WALL END OMIN -1W FREMBED <br />R. 8tl RING SHANK NAILS (4"O.C. MAX <br />EINF " <br />PER PLAN AT 5D INTO BLOCKING <br />16d NAILS g 8" O.C. MAX <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a17'OC. <br />1X2 FIRE -STOP — <br />FLOG /4„ <br />NAILING PATTERN <br />PRE -ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />14-141 REPAIR DETAIL IF <br />LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0' <br />PRE-ENG GABLE TRUSS- <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-WO C (AT <br />SHEATHING SEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2X6 PT. PLATE TO BLK— <br />W/ 1/7DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 37OC MAX. <br />SECURE GABLE TO Zx8 P.T. <br />PLATE W/ 12d's W O.C. MAX <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN) BOND BEAM REO, BOND BEAM REQ. <br />SIMPSON HETA-16 0 <br />37'O.0 <br />(VERIFY W/TRUSS . SECTION DETAIL <br />SS <br />PLAN) AT PARALLEL / PERPENDICULAR <br />6 PRE-ENG FLOOR TRUSSES <br />SCALE: 3/4"=1'A" <br />PRE-ENG'D WOOD <br />TRUSS (TYP) Q 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT, 2x4 SECURED W/ (2) 10d's @ EACH <br />TRUSS TO BE INSTALLED 0 1014' O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A -SIMPSON MTS12 <br />U <990 LBS W/ (14) 10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA. STRAP <br />SI MPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/4" <br />it <br />NI <br />#8 WOOD SCREWS �M <br />x2"LONG @3"O.C.; 1111111, <br />STAGGERED OFF <br />CENTERLINE OFF 2,6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />4„ <br />NAILNG PATTERN <br />—PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL2X LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />3 <br />2x STUDS PER PLANS <br />2x4 CONT. W/ (4) 16d NAILS <br />0 TOP OF FLR TRUSS <br />(TOP 2X4 SUPPORTS BT. <br />PLATE OF 2ND FLR) <br />FLOOR DECK <br />2X6 CONT. W/ (8) 16d NAILS <br />a BT. OF FLOOR TRUSS <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 <br />EVERY TRUSS (VERIFY <br />W/ TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ 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 />1/2" GYP. WL. BD <br />SECURE BT. PLATE TO SLAB W/ <br />IIZW' WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />OC MAX. <br />1,, STRUSS CONNECTION L.B.W. <br />9a 9U SCALE 34„=1'-0" <br />JJAROOFTRUSS <br />4x4/4x6 SYP NO. 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• O• <br />•:p: <br />TRUSS/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0" <br />TRUSS TO POST CONNECTION <br />A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT41DU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3'SDS, (1) S "° A.T.R. TO HDU4 AND (10)1/4" X 2 1/7SDS TO POST <br />PTO SLAB CONNECTION <br />CONNECTION <br />ASB - 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 GA0,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <UA565 W/ 5/6' A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7' NAILS TO POST. <br />A E C E 1 T E C T 8 <br />Groin <br />441 N. RONALD REAGAN BLVC <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:407-7744078 <br />www.abdosigngroup.com <br />AA#: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888.2628 <br />FAX: 8134386.2802 <br />BtmDrv. to- ____ Lo <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719.001-14161 <br />mODEL.• <br />36 - D <br />GARAOE 81117NTO: <br />RTGHT <br />PAGE: <br />DETAILS <br />L15MP B <br />re <br />W 7/09HEET <br />s3.1B <br />of <br />