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FLOOR DECK <br />2x6 PTTERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3116' ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP u <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-U' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: 3W=l'-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 />f 9 1 <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 117, HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL L, <br />2 SCALE 34"=1'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® W O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />ST UPPER PLY INTO 2x6 <br />BELOW <br />8"CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LL <br />02 <br />f5C Ux <br />U <br />PERE VATION <br />1X2 FIRE -STOP <br />1/4„ <br />NI <br />#8 WOOD SCREWS �M <br />x 2" LONG Q 3" O.C.; <br />STAGGERED OFF +IIIIII, <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS/4 <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE:34"=1'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 216 SLK'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 />Q TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO 2z6 <br />x 7' LONG ® 3" O.C.; NI <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 />CENTERLINE OFF a,6; <br />NAILS @ EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2NO FUR) <br />3/4" AS SHOWN <br />2x4 BRACE 0 46' O.C. w/ (5)12d <br />1'4' MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />NAILS C EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1r7' EXP. BOLT Nl <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />a BT. OF FLOOR TRUSS <br />6 CMU WALL <br />IALL <br />REI F PER PLAN <br />AT 16. O.C. AND W FROM <br />END W/ MIN S1/Z' EMBED. <br />INTO BLOCKING <br />16d NAILS ®8" O.C. MAX <br />IS FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC III �/4�� <br />PER ELEVATION PER ELEVATION <br />LL 3 <br />r^ Z <br />O= <br />�IAAT <br />NAILUIO PATTERN <br />UU 0W <br />PER ELEVATION N=Z <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24" NIA <br />PRE-ENGINEEREDWOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />a,2 O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />37' O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:34"=1'-0 <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <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 />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />C 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5l8" GYPSUM BOARD OR 1/7 HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44/46 SYP NO. 2 <br />WASHER SET IN HIGH <br />j, <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 37' 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 8' 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 />0. <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10tl z 1 1/2"COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2z4 SECURED W/ (2) 10d§ C EACH <br />FILL ALL HOLES, DO NOT USE <br />10tlx3" <br />1/7k9' WEDGE ANCHOR W/2' <br />WASHERSETINHIGH STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010-0"O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. a 16' <br />1 Oa 10b 10c <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°" <br />TRUSS TO POST CONNECTION <br />O <br />SCALE: 3/4"=1'-0" <br />a <br />° <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)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/6- AT TO HDU4 AND (10) 1/4" X 2 1/2' SIDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-(Y' <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 6' EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB .I.16d z 2-12" NAILS TO POST. <br />A R C N I T R C T <br />6 <br />Design <br />Grou lrc. <br />W1 N. RONALD REAGAN BL1 <br />LONGWOOD, fL 32760 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />�i <br />W <br />0 <br />O <br />StMDM Aa LOT: <br />SILVERADO <br />LOT #6 <br />BLK #16 <br />PROJECT* <br />03719.001-06161 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE SWINO: <br />LEFT <br />PAGE: <br />DETAILS <br />15aMPH Elk yj <br />