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FLOOR DECK <br />2116 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'-0•' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=1'-0" <br />SIMPSON H6 Wl <br />(6)8d COMMON NAILS 21 STUDS <br />SIMPSON H6 W/ (8) Bd EACH END — <br />COMMON NAILS, EACH <br />END EVERY STUD E" <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPF16 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/Z' HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3. O.C. 1ST PLY <br />STAGGEINTO RED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION 4 <br />O z <br />D <br />mUU <br />PER ELEVATION =z <br />1X2 FIRE -STOP <br />' <br />MI <br />#8 WOOD SCREWS <br />x 2' LONG a 3" O.C.; <br />STAGGERED OFF <br />CENTERLINEOFF216; MI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA TRUSS <br />W�IN'G IPAFTN <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 />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d C9D 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 />a TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 7' LONG 3' O.C.; MI <br />2x4 BLOCKING Q EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS G EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FlR ) <br />CENTERLINE OFF 2x6', <br />3/4" AS SHOWN <br />214 BRACE 48" O.C. w/ (5) 12d <br />MIN- FROM 2ND. FUR. <br />FLOOR DECK <br />NAILS @ EA END <br />LINE <br />216 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2' EXP. BOLT NI <br />8d RING SHANK NAILS g 4" O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />8" CMU WALL <br />AT 16" O.C. AND 6' FROM <br />INTO BLOCKING <br />(ST. 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/ MIN 5-10 EMBED. <br />16d NAILS 08" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION ja <br />FLOOR DEC 4" <br />PER ELEVATION PER ELEVATION <br />LL ; <br />z <br />O= <br />L$p� <br />NAILING PATTERN <br />VV <br />2 ��w <br />PER ELEVATION <N=—zAlk <br />PER ELEVATION PER ELEVATION jft <br />PRE-ENGINEERED WOOD <br />24" M <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />17 D <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />.C. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REO BOND BEAM RED <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />32' O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />P`""' <br />AT PARALLEL / PERPENDICULAR <br />5 <br />scALE 34"=1'-a <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />e PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS MP) <br />0 24" O C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />e <br />-- <br />PER ELEVATION <br />FOR STRAPPING <br />e <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 216 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSSTO TOP PLATE <br />5/8" GYPSUM BOARD OR VZ' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT N 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 />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 e" 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 />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 />1!2' GYP. WL BD. <br />• o <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. 2x4 SECURED <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />1(Ik9•' WEDGE ANCHOR W/ 2" <br />SET IN HIGH STRENGTH <br />0'-0" <br />TRUSS TO BE INSTALLLEDED IU-9- O.C. MAX. <br />10dx 7WASHER <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />TRUSS/WOOD POST CONNECTIONS(�A <br />1 O8 10b 10c <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />`` <br />M;M='rO POST C0NNEC110N <br />V <br />SCALE: 3/4"=1'-0" <br />e <br />A - SIMPSON MTS-12 U < 990 L-BS 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 />114N3"SDS, (1) 5/9'- A.T.R. TO HDU4 AND (10)1/4" X 2 1/2' SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />n,, nL. <br />POST TO SLAB CONNECTION <br />.7O �7U <br />SCALE: 3/4"=1'-0'• <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5M DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x e' EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, T' <br />EMBEDMENT TO SLAB & 26 16d x 2-1/2' NAILS TO POST. <br />A R C N 1 T E C T• <br />6 <br />GM i In <br />41 N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />w .abdesigngroup.com <br />AA #: 0003325 <br />V <br />W <br />0 <br />V <br />y <br />O <br />F <br />2 <br />SUSDIV. & LOT <br />SILVERADO <br />LOT #10 <br />BLK #15 <br />PROJECT# <br />03719.001-10151 <br />MODEL• <br />"2558—HAWTHORNE" <br />GARAGE SMING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH QXP. B <br />