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Zx4 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 10'-0" BUT REFER TO <br />TRUSS ENGINEERING <br />FLOOR DECK <br />2x6 PT TERMINATION — <br />BLOCKING SECURED TO WALL <br />W/ (6) NIS ° 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 COMMnu NAs c <br />EACH END <br />_..... __.. _...__..._ _' 1. <br />PLATE STRAPS W/ 10d x 1 <br />1/Z' HDG NAILS <br />DBL PI 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1 ST PLY <br />INTO LEDGER AND 10d ® W O.C. <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW <br />6' CMU WALL— <br />REINF PER PLAN <br />1X2 <br />2x4 STRONGBACK, WALL / FLOOR FRAMING, <br />FLOOR BRACING TRUSS PARALLEL TO WALL <br />2c STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d ® 3" O.C. 1ST PLY FLOOR DECK <br />INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING 0 EA BRACE. NOTE' <br />STAGGERED UPPER PLY INTO 2x6 x Z' LONG C 3" O.C.; NI TOENAIL INTO TRUSS W/ (4)18tl STRUCTURAL SHEATHING <br />BELOW STAGGERED OFF <br />CENTERLINE OFF 2x6; NAILS ® EA. END MUST NOT BREAK WITHIN <br />3/4" AS SHOWN Dc4 BRACE a 46' O.C. w/(5) 12d MIN. FROM 2ND. FLR. <br />DBL -8 LEDGER NAILS F EA. END LINE <br />8" CMU WALL AT 16" O C/ 1/2" EXP. BOLT AND 6 FROM M) RING SHANK NAILS ®4" O.C. MAX <br />INTO BLOCKING <br />REINF PER PLAN END W/ MIN 5-1/Y' EMBED. 16d NAILS a 8" O.C. MAX <br />O= <br />U <br />IF2 <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a 12' O.C. <br />FLOO 4N <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />EQB LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3l4"=1'-0" <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/ 1/2' DIA. ANCHOR BOLT W/ Z' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 3Z' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12Bs T O.C. MAX <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. <br />SIMPSON HETA-16 0 <br />32. O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />PLAN) AT PARALLEL / PERPENDICULAR <br />r;'�PRE-ENG FLOOR TRUSSES <br />v SCALE: 3/4"=1'-0" <br />TRUSS (TYP) 0 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 C) 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />STRAP TRUSS TO PL <br />SEE SCHED. BELOW <br />TRUBB TO TOP PLATE <br />A -SIMPSON MTS12 <br />U <990 LSS 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 />10d x 1 1/7' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />#8 WOOD SCREWS <br />MI <br />IM <br />x 2' LONG ® 3" O.C.; <br />STAGGERED OFF <br />'MµI <br />CENTERLINE OFF 2x6; <br />NI <br />3/4"AS SHOWN <br />SIMPSON A23 <br />EA TR <br />III .TERN <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />BL2X LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />3 <br />STUDS PER PLANS <br />2x4 CONT. W/ (4)16d NAILS <br />0 TOP OF FLR TRUSS <br />(TOP 2X4 SUPPORTS BT. <br />PLATE OF 2ND FLR) <br />FLOOR DECK <br />D6 CONT. W/ (8)16d NAILS <br />0 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 0 <br />EVERY TRUSS (VERIFY <br />W/TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />Se'GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 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 />112, GYP. WL. SD. <br />SECURE BT. PLATE TO SLAB W/ <br />IIZW' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY S12" EMBED. MIN. ® 16' <br />OC MAX. <br />TRUSS CONNECTION L.B.W. <br />9a9b S(SCALE 314"=1' 0' <br />ROOF TRUSS <br />SLAB.6 SYP NO, 2 I I <br />WOOD POST TO '1111t�'.1�11111 <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />TRUSS/WOOD POST CONNECTIONS <br />1 0a 1 0b 1 0c SCALE -'=l-' <br />TRuss TO P08T CONNECTION <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 VGT1HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4N7SDS, (1) 516- AT.R. TO HDU4 AND (10) 1/#' X 21/2' SDS TO POST <br />POST TO BLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,650 W/ 518 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE 4U:2,300 G:10.335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,665 W/ 5/8" AB. WITH MIN, T' <br />A N C N I T I C T= <br />GNbusi In <br />41 N. RONALD REAGAN BLI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />OUDDIV &c LOT <br />SILVERADO <br />LOT #19 <br />BLK. #13 <br />PRAd>cCT <br />03719.00t-19131 <br />MODEL: <br />"2558-HATMORNE" <br />GARAGE OWWO: <br />RIGHT <br />PAOE: <br />DETAILS <br />t,150zWH A. j <br />