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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS WI (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=1'-0 <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SI.PSON.PH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 12" HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d C 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LL <br />o= <br />0 Z <br />�Q5 U <br />PER ELEVATION m` <br />1X2 FIRE-STOPSPLICE <br />NI <br />#8 WOOD SCREWS <br />x 7' LONG C 3" O.C.; <br />SIIIIIII, <br />TAGGERED OFF <br />CENTERLINE OFF 2x6; M) <br />3/4" AS SHOWN <br />SIMPSON A23 <br />4„ <br />EA TRUSS JIL JSF 1 <br />NA)UNO PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />2x STUDS PER PLANS 2x STUDS PER PLANS <br />DBL PT 26 BLK'NG BETWEEN <br />TRUSSES W/ 10d C 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 NAILS <br />INTO LEDGER AND 10d C W O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />P OF FLR TRUSS <br />( TOP <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG C 3" O.C.; <br />MI <br />2x4 BLOCKING C EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT- <br />BELOW <br />STAGGERED OFF <br />NAILS C EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN n( <br />2x4 BRACE C 48" O.C. w/ (5)12d <br />1'-0" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />IN <br />NAILS C EA. END <br />LINE <br />21 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP. BOLT MI <br />8d RING SHANK NAILS C 4" O.C. MAX <br />C BT. OF FLOOR TRUSS <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />END W! MIN 5-1/2' EMBED. <br />16d NAILS C 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC 'II �/4" <br />UFO" <br />PER ELEVATION PER ELEVATION <br />If <br />; <br />-�Dll <br />O <br />NAILING PATTERN <br />OU <br />Ia <br />a _f <br />PER ELEVATION =—z <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILB <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />0,7 D.G. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 C <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W T S <br />SECTION DETAIL <br />%�0 <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SCALE: 3/4"=1'-0" <br />�. PRE-ENG FLOOR TRUSSES <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />SHEATHING SEAMS) (BLOCKING <br />0 PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />&1* <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) <br />C 24" O.C. <br />MAX <br />PER ELEVATI N 1;JIN <br />� 1 <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/2"HIGH <br />W/ 12' DIA. ANCHOR BOLT W/ 2" <br />A- SIMPSON MTS12 <br />TH CLG. BOARD4x4/4x6 <br />SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />rPRE-ENG <br />TRUSSTO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6"MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB.SEE <br />EMBED. AT 32' OCMAXB- <br />(2) SIMPSON MTS12TOP <br />PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 L-BS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8"O.C. MAX <br />GALV. NAILS EA. STRAP <br />x6 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 />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BO. <br />• 0 • <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/7' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />LEACH <br />CONS. 2x4 SECURED0-- <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />129c9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTAED C 0'-0" O.C. <br />INSTALLED 1 <br />MAX. <br />EPDXY 5-12" EMBED. MIN. C 16" <br />1 O8 10b 1 OCi <br />OC MAX. <br />SCALE: 3!4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'° <br />Via•,• <br />TRUSS TO POST CONNECTION <br />v <br />SCALE: 3/4"=1'-0' <br />:a'. °'< <br />A-SIMPSON MTS-12 U <990 LBS W/(14) 1Od GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />.w <br />1/4"x3"SDS, (1) 5/8'" A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />o , oh <br />POST TO BLAB CONNECTION <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 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 H775 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. <br />A RCN IT ICT8-1 <br />6 <br />Gaon <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-77"078 <br />w .abdasigngroupxom <br />AA#: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-886-2802 <br />9NIY11111 <br />BUHDIV. de LOT <br />SILVERADO <br />LOT #1 <br />BLK #10 <br />PROJECT <br />03719.00�-01101 <br />MODEL• <br />2368-DESTIN <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />01 <br />Q <br />D=T 08/17/21 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />S3.1B <br />