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FLOOR DECK <br />2.6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-V' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SIMPSON HB WI <br />(8)8d COMMON NAILS 21 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 />If <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 112" HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=l'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 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 />. <br />Ox <br />O aaQQ�¢ <br />PER ELEVATION m=L <br />1X2 FIRE -STOP <br />jII <br />#8 WOOD SCREWS �M <br />x 7' LONG @ 3" O.C.; +IIIIII, <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA TRUSS /4. <br />r NAILING PATTERN <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 />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2z6 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 />0? TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2.6 <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 />(TOP SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />NAILS END <br />MUST NOT BREAK WITHIN <br />O <br />PLATE OF 2N0 FLR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />214 BRACE 0 48" O.C. w/ (5)12d <br />l ( <br />V4•' MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS ® EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. SOLT NI <br />8d RING SHANK NAILS C 4" O.C. MAX <br />@ ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT i6" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />REINF PER PLAN <br />END W/MIN 5-12" EMBED. <br />16d NAILS ® 8" O.C. MAX <br />SHEATHING NAILER <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC q^ <br />PER ELEVATION PER ELEVATION <br />z <br />�OaUa <br />NAILING PATTERN <br />�gS�W <br />PER ELEVATION JRm <br />PER ELEVATION PER ELEVATION rL <br />PRE-ENGINEERED WOOD <br />24" M <br />PRE-ENGINEERED WOOD <br />2x4 P T. CEILING <br />FRAMINGLOOR (SEE <br />T <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />LAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />,2' G.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 RED. <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 />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:34=r-a' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />7 <br />SCALE: 3/4"=1'-0' <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 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 SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />&IN <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION I-L <br />I i <br />I <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 12" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/2" <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4z4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <9g0 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 />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 6' O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />co POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />' <br />PROVIDE BLOCKING <br />O• <br />SIMPSON SPH4 OR SPH6 BTM <br />12"GYP, WL BD. <br />O <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W! <br />CONT. 2x4 SECURED W/ (2) 10d's (� EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3' <br />1/7)19" WEDGE ANCHOR W1 Z' <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTI <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. <br />MAX. <br />EPDXY 5-1/2" EMBED. MIN. 016' <br />1 OCa 10��TRUS§MOOD ®� o <br />OC MAX. <br />SCALE: 3/4'•=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />,.. <br />aa•,• <br />TRUSS TO POST CONNECTION <br />SCALE: 3/4"=1'-0" <br />- ° <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-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'-cT'SDS, (1) 5/9- AT.R. TO HDU4 AND (10) 1/4•' X 21/2' SDS TO POST <br />_ TRUSS CONNECTION @ L.B.W. <br />POST TOSLAB CONNECTION <br />A&B -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 G' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 518" AB, WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. <br />Gm i In <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-7745078 <br />FAX 407-7744078 <br />www.abdealgngroup.com <br />L AA #: 0003325 A <br />[�L4 <br />0 <br />ya <br />C <br />BXMDIV. ac L/OT: <br />SILVERADO <br />LOT #11 <br />BLK #15 <br />PROJECT# <br />03719.001-11151 <br />MODELS <br />"2045-LANTANA" <br />GARAGE 8TUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />5 PH <br />