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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) W16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />0__LLOOR BRACING <br />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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 12"NAILS <br />GIRDER TRUSSHDG <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE-'=V-0' <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />STAG EREDINTO RUPPERPLYY INTO 2X6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION A.EA. <br />OZ <br />S^ o <br />> mUV <br />PER ELEVATION z <br />1X2 FIRE -STOP <br />MI <br />"'WOOD SCREWS �M - <br />x 2" LONG <br />STAGGERED OFF <br />CENTERLINE OFF 2.6, MI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />TRUSS /4„ <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL2X_LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />, ON EXTERIOR WALL <br />SCALE:34"=1'-O" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 216 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />Mi <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 1- <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />NAILS EA. END <br />MUSTWITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; _ <br />3/4" AS SHOWN <br />2.4 BRACE @ 48' O.C. , <br />M N. FROM <br />FLOOR DECK <br />Iµ <br />NAILS @ EA. END <br />EA. END <br />LINE <br />2x6 COOT. W/O i6d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/7' EXP. BOLT 01 <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16' O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT(BBT. <br />2X6 IS FOR WALL <br />SHEATHING <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/MIN 5-12' EMBED. <br />16d NAILS @ e" O.C. MAX <br />1X2 FIRESTOP <br />PER ELEVATION <br />FLOOR DEC /4„ <br />PER ELEVATION PER ELEVATION rL <br />3 <br />z <br />O= <br />NAILING PATTERN <br />u�iU <br />0W <br />PER ELEVATION N=—z <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24 M <br />GINEERED WOOD <br />FFRA <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />G PLAN) <br />MASONRY NAILS <br />@,2 D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FORN <br />HETA-16 @ <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED.TRUSS <br />(VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@7 <br />SS PLAN) <br />AT TRUSSES PARALLEL <br />32. O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE: 3/4"=1'-0" <br />C PRE-ENG FLOOR TRUSSES <br />NOT USED <br />V <br />7 <br />O <br />SCALE: 3/4"=1'-0' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-U'O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <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 10HIGH <br />W/ 12" DIA. ANCHOR BOLT W/ Z' <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 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 />8-(2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (1 4) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 />'O' <br />SIMPSON SPH4 OR SPH6 BTM <br />1/Z' GYP. WL. BD. <br />CONS. 2x4 SECURED0d's@EACH <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />SECURE BT. PLATE TO SLAB W/ <br />12'k9" WEDGE ANCHOR W/ 2" <br />F c <br />- U 6v9 <br />TRUSS TO BE INSTALLLEDED 0@ 10'-0" O.C. MAX. <br />10dx3" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. @ 16' <br />TRUSS/WOOD POST CONNECTION <br />1 OCI 10b 1 OC. <br />OC MAX. <br />SCALE 3/4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />' <br />8 <br />TRUSSTO POST CONNECTION <br />SCALE: 3/4"=V-0" <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-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />�� �� <br />POST TO SLAB CONNECTION <br />A8B - SIMPSON ASU44Z POST BASE <U:1.900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />81MPSON ABU46Z POST BASE <U2,300 G.10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C_SI MPSON HTT5 POST ON SLAB <U:4,565 W/ 518" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB & 26 16d x 2-12" NAILS TO POST. <br />A R C H I T E C T! <br />Design <br />Grou .! <br />V41 N. RONALD REAGAN BU <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />0 <br />A <br />R <br />SVHDia► ae LOT: <br />SILVERADO <br />LOT# 26 <br />BLK. 10 <br />PROJECTµ <br />03719.001-26101 <br />MODEL <br />"2558—HAWTHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 Jft E . <br />DAB 07/15/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />