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FLOOR DECK <br />2x6 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 />SCALE: 3/4"=1'-0, <br />(D <br />SIMPSON H6 W/ <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/ tOd x 1 <br />FLOOR TRUSS OR 1/2" HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />D <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 03" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />OZ <br />P51 02 <br />UU <br />PER ELEVATION <br />1X2 FIRE -STOP <br />MI <br />#8 WOOD SCREWS <br />x 2" LONG a 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; MI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />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 />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 013" O.C. 1STPLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />INTO LEDGER AND 10dP O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />01 TOP OF FLR TRUSS <br />N <br />STAGGERED UPPER PLY INTO 2x6 <br />z 2" LONG 3" O.C.; MI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS � EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR ) <br />3/4" AS SHOWN <br />2x4 BRACE 0? 48" O.C. w/ (5) 12d <br />1'-4" MIN. FROM 2ND. FUR. <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. BOLT NI <br />8d RING SHANK NAILS 0j 4" O.C. MAX <br />(13 ST. OF FLOOR TRUSS <br />8"CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SH 2X61S FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END W/MIN 5-12" EMBED. <br />161 NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC III _.y/4�� <br />PER ELEVATION PER ELEVATION <br />LL 3 <br />Z <br />0= <br />NAILING PATTERN <br />VU <br />O W <br />PER ELEVATION=r <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <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 />,2 G.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 REQ BOND BEAM REO. <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 />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />sCALE:314"=1'-0" <br />PRE-ENG3FLOOR 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 <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />e <br />PER ELEVATION <br />FOR STRAPPING <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />TRU88 TO TOP PLATE <br />SUM BOARD OR 1/2'HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A- SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10tl <br />rPR <br />TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY S'MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB. SEE <br />EMBED. AT 32'OC MAX, <br />B - (2) 81MPSON MTS12 <br />TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U <1420 LBS W/ (14) 1Od <br />BELOW FOR <br />PLATE W/ 12tl's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />O <br />CNC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />O' <br />'0'• <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2' GYP. WL. BD. <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 01 EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />1/2'W' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO 8E INSTALLED 10'-0"O.C. <br />MAX. <br />EPDXY 5-12" EMBED. MIN. 0 16" <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'-0' <br />GABLE END BRACING W/ PRE-ENG <br />�1 <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />a <br />A - LB SIMPSON MTS-12 U < 990 S 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 VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'.x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2' BIDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a 9b <br />POST TO BLAB CONNECTION <br />SCALE. 3/4"=T-01' <br />ASS - SIMPSON ABU44Z POST BASE <U.1,900 G5,660 W/ 518 DIA. x e' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U.2,300 G.10,335 W/ 6/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4, 565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 % 16d x 2-1/2" NAILS TO POST. <br />A R C H I T E C T$ <br />Design <br />Gr u <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 000332b <br />8 <br />0 <br />a� <br />4 <br />SUBDIV. & I <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT* <br />03719.001-12161 <br />MODEL.• <br />"2558—HAWTHORNE" <br />GARAGE SITING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH B <br />