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FLOOR DECK <br />216 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 />FLOOORR BRACING 2x4 RA BACK, <br />1 CING <br />SCALE: 3/4"=1'-0' <br />SIMPSON <br />(8)8tl COMMON NAILS 2x STUDS <br />C 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 />z <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 12"HDG NAILS <br />WALL / FLOOR FRAMING, <br />/////'���\1 TRUSS PARALLEL TO WALL <br />G SCALE 3/4"=1'-0' <br />TDBL PT RUSSES WB K' G BETWEEN <br />E WEE ST PLY <br />STAGGERED UPPERINTO LEDGER AND �PLYY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />LL <br />0 <br />o= <br />IpZ <br />Qah U <br />PERELEVATION m� <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />� 72' O.C. <br />1X2 FIRE -STOP <br />«) <br />#8 WOOD SCREWS <br />x2"LONG 3" O.0 IyI11t1 <br />STAGGERED OFF <br />CENTERLINE OFF 26; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSScm <br />� NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES SEE <br />DBL 2X10 LEDGER FRAMING PLAN) <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE: 3/4"=T-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d Q 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 2x6 <br />x 2" LONG ®3" O.C.; <br />MI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />#8 WOOD SCREWS x Z' <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; - <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />LONG 3" O.C.; <br />3/4" AS SHOWN <br />2x4 BRACE 48" O.C. <br />1'4"MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />STAGGERED NI <br />DBL 2X8 LEDGER <br />NI <br />EA. ND <br />NAILS !� EA. END <br />8d RING SHANK NAILS � 4" O.C. MAX <br />LINE <br />2x6 CONT. W/ (8) 16tl NAILS <br />® BT. OF FLOOR TRUSS <br />AS SHOWN j�II� _ <br />DBL 2X8 LEDGER <br />8" CMU WALL <br />TO CMU W/ 12" EXP. BOLT <br />INTO BLOCKING <br />(8T. 2X6 IS FOR WALL <br />TII <br />REINF PER PLAN <br />AT 16' O.C. AND 8" FROM <br />SHEATHING NAILER) <br />TO CMU W/ 1/Z' EXP. BOLT IN <br />END W/ MIN 5-12"EMBED. <br />t6d NAILS (� 6" O.C. MAX <br />8" CMU WALL AT 16" O.C. AND e" FROM MI <br />1X2 FIRE -STOP <br />REINF PER PLAN END W/ MIN 5-1/2'EMBED. <br />PER ELEVATION <br />FLOOR DEC III �/4„ <br />PER ELEVATION PER ELEVATION <br />FLOOR DECK <br />LL <br />3Z <br />�IFDUF(" <br />NAILING PATTERN <br />PER ELEVATION /4" <br />U <br />lz <br />°U NAILING PATTERN <br />PER ELEVATION 9 �--- <br />PER ELEVATION PER ELEVATION <br />O <br />2x4 P.T. CEILING <br />24„ M PRE-ENGINEERED WOOD <br />FFLOOR <br />GINEERED WOOD <br />PER ELEVATION <br />FLOOR TRUSSES (SEE <br />TRUSSES (SEENAILER <br />W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />G PLAN <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FORN <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />17°C <br />REPAIR DETAIL IF <br />FRAMNG PLAN) <br />BOND BEAM RED. BOND BEAM REDTRUSS <br />HETA-i6 <br />(VERIFYMASONRY1X2 <br />FRAMING PLAN) <br />FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16� <br />SS PLAN) <br />@12"O.C. <br />AT TRUSSES PARALLEL <br />(VERFYW/T s <br />SECTION DETAIL <br />1X2 FIRE -STOP SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />AT TRUSSES PARALLEL <br />5 <br />6cALE:3/4'=1'-0" <br />PRE-ENG FLOOR TRUSSES <br />TO EXTERIOR WALL <br />6 <br />4 <br />SCALE: 34"=1'-0" <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS O.C. <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />G <br />SHEATHING SEAMS) (BLOCKING <br />(BL <br />TRUSS (TYP) <br />0 24" O.C. <br />NOT SHOWN <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELE TION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <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 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2' <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U <990 LEIS 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 T02x8 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 />20 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 />12" GYP. WL. BD. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's C EACH <br />FILL ALL HOLES, DO NOT USE <br />10d 3 <br />WA1/2"SH WEDGRSET IN IGHSTRCHOR N <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. <br />MAX. <br />x <br />EPDXY 5-12" EMBED. MIN. @ 16' <br />1 Oa 10b 1 OC <br />DC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TOPos7CONNECTION <br />V <br />SCALE: 3/4"=1'-O" <br />° <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) l0d GALV. NAILS. <br />• <br />6 <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 />1/4'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212" SIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9Q 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=l'-0" <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 <UA,565 W/ 5/8' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/7' NAILS TO POST. <br />A R 0 H I T E 6 T! <br />6 <br />Design <br />Grou I. <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />W W W.abdesigngroupxom <br />AA #: 0003325 I <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886.2628 <br />FAX: 813-886-2802 <br />axienna <br />SURZIM ea OT <br />L <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT# <br />03719,001-19161 <br />MODEL.• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH Ep, C <br />