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FLOOR DECK <br />IAIA El <br />2x6 PT TERMINATION 7PER <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3M 6" ° 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 />FLOOR BRACING <br />SCALE: 3l4"=V-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 />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS WI 10d x 1 <br />GIRDER TRUSS 1/2"HOG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'40" <br />DEL PT 2X6 RUSSES W/ 10d G 3EO BETWEEN <br />PLY <br />INTO LEDGER STAGGERED AND 10dLY@I3" O 2x6 <br />BELOW <br />8"CMU WALL <br />REINF PER PLAN <br />PER LEVATIO <br />0 <br />o= <br />UU <br />Q <br />ELEVATION 0_ <br />1X2 FIRE -STOP <br />1/4 <br />NI <br />1Y <br />#8 WOOD SCREWS 'I'IINI' <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS III �14„ <br />NAILING xIAIPIFATTE' RN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_LEDGER <br />S <br />EE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CGNT. 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 />NI <br />2x4 BLOCKING (� EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />CT OP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4" AS SHOWN <br />20 BRACE @ 48" O.C. wl (5)12d <br />1.1.1 MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />'µ <br />NAILS @ EA. END <br />LINE <br />2x6 CGNT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ GE. EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ BT. OF FLOOR TRUSS <br />(BT. 2X61S FOR WALL <br />REIGNF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING \ <br />SHEATHING NAILER <br />-" <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />PERELEVATION <br />FLOOR DEC III �/4„ <br />PER ELEVATION PER ELEVATION jIIh <br />0 z <br />-�IIIIIF11 <br />NAILING PATTERN <br />EER ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />MASONRY NAILS <br />@ 12 D.D. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />IX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />32" G.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE: 314"=1'-0" <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />7 <br />O <br />SCALE: 3/4"=V-0" <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHEO. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />PSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA, ANCHOR BOLT W/ 2" <br />A- SIMPSON MTS12 <br />GTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />E TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN, <br />GALV. NAILS. <br />ENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />E TOP PLATE <br />r2x4 <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x6 WOOD BEARING <br />CONNECTION <br />W/SYP No 2 STUDS SEE <br />FL#17239 <br />FOR SPACING. SINGLE <br />CONC.POURED <br />LATE TO BE PT. <br />LINTEL COURSE <br />DE DBL. TOP PLATE <br />IDE BLOCKING <br />.a. <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS WI <br />1Od x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10d <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ I U-0"O.C. MAX. <br />x3'• <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />1 Oa 10b 1 Oc <br />OC MAX. <br />CALE: 34'=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />00 <br />SCALE; 3/4"=1'-0" <br />a < <br />TRUSS TO POST CONNECTION <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />-• E. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Od GALV. NAILS. <br />C - 2-PLYSIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/8" A.T.R, TO HOU4 AND (10)1/4" X 2 1/2" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=V-0" <br />A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 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 HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 6 (26)16d x 2-1/2" NAILS TO POST. <br />Group <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH:407.774-6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />AA #: 0003325 A <br />SUODty ag LAT: <br />SILVERADO <br />LOT: 19 <br />BLK: 14 <br />PROJECT�y <br />03719.000-19141 <br />MODELe <br />"2045-LANTANA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />