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2x4 STRONGBACK SECURED TO EACH TRUSS W/ (3)16d COMMON <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 19-0" BUT REFER TO <br />TRUSS ENGINEERING <br />FLOOR DECK <br />2x6 PT TERMINATION — <br />BLOCKING SECURED TO WALL <br />W/ (6) 3/16' ° x 4 TAPCONS <br />SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />FLOOR TRUSS OR <br />GIRDER TRUSS <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />EACH END <br />PLATE STRAPS W/ 10d x 1. <br />1/7' HOG NAILS <br />DBL PT 2x6 SLK'NG BETWEEN <br />TRUSSES W/ 10d ® 6' O.C. 1ST PLY <br />INTO LEDGER AND 1Od ® 3" O.C. <br />STAGGERED UPPER PLY INTO Z 6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />1X2 <br />2x4 STRONGBACK, WALL / FLOOR FRAMING, <br />FLOOR BRACING TRUSS PARALLEL TO WALL <br />1 2 SCALE: 3/4"=1'-U' <br />2x STUDS PER PLANS <br />DBL PT 26 SlK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK <br />INTO LEDGER AND 10d Q Y O.C. 08 WOOD SCREWS NOTE: <br />STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; 2x4 BLOCKING @ 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 ITHD.HIIN <br />3/4" AS SHOWN ni 2x4 BRACE 0 48" O.C. w/ (5)12d <br />DBL 2X8 LEDGER IN NAILS ® EA. END LINE <br />8"CMU WALL AOT CMU t5' O C/ AND 8" FROM N1 RING SHANK NAILS 4" O.C. MAX <br />INTO BLOCKING <br />REINF PER PLAN END W/ MIN 5-1l2" EMBED 1 /— 18d NAILS ®6' O.C. MAX <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a 17' O.C. <br />FLOOR DELI( III NAILING �IIIIPATTERTER <br />N <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />5 <br />PRE-ENG GABLE TRUSS- <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2x6 PT. PLATE TO BLK- <br />W/ 1/7' DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2xe P.T. <br />PLATE W/ 12d's 6' O.C. MAX <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. Er �j7il <br />SIMPSON HETA-16 <br />370.C. USECTION DETAIL <br />(VERIFY W/ TP U�SNSS 3 <br />AT PARALLEL / PERPENDICULAR <br />PRE-ENG FLOOR TRUSSES <br />PRE-ENG'D WOOD <br />TRUSS (TYP) ® 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 0 EACH <br />TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />O SCALE: 3/4"=1'-0" <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />Tj%= 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 />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />1Od x 1 1/7' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />NI <br />M8 WOOD SCREWS 'M <br />x Z' LONG ® T'O.C.; 'Nµl <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />314" AS SHOWN <br />SIMPSON A23 JtL <br />EA TRUSS III TIER <br />NAILING <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0' <br />STUDS PER PLANS <br />214 CONT. W/ (4) l6d NAILS <br />0 TOP OF FLR TRUSS <br />(TOP 2X4 SUPPORTS ST. <br />PLATE OF 2ND FUR) <br />FLOOR DECK <br />2x6 CONT. W/ (8)16d NAILS <br />ST. OF FLOOR TRUSS <br />(ST. 2X61S FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRESTOP <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 C <br />EVERY TRUSS (VERIFY <br />WI TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />5/9' GYPSUM BOARD OR 10HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 26 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/Y' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W/ <br />1/7k9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/7' EMBED. MIN. 016" <br />OC MAX. <br />n., n1. TRUSS CONNECTION @ L.B.W. <br />`9 `9V SCALE: <br />ROOFTRUSS <br />44/46 SYP NO, 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION T�F -'V-7 FL#17239 <br />Zi <br />,,,w TRUSS/WOOD POST CONNECTIONS <br />1 VQ 1 V V 1 Vti SCALE:—'=T-0" <br />,Russ To PosT �NNECTION <br />A - SIMPSON MTS-12 U < 990LBS W/ (14) 10d GALV. NAILS. <br />B • SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSONVGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 21/Z' SDS TO POST <br />POST TO BLAB 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 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4.565 W/ 5/6' AB. WITH MIN. T' <br />A R C N 1 T I C T I <br />Grown <br />L <br />NALD REAGAN BLVD.WOOD,FL32760407-774.6078407-7744078designgroup.com M: 0003:i2. <br />BUDD:v ae LOT <br />SILVERADO <br />LOT #23 <br />BLK. #13 <br />PROJECT <br />03719.00O-23131 <br />MODELS <br />"2558-HAWTHORNS" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />