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2x4 STRONGBACK SECURED TO - <br />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 J <br />BLOCKING SECURED TO WALL <br />W/ (6) 3/16' ° 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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />FLOOR TRUSS OR <br />GIRDER TRUSS <br />SIMPSON H6 W/ <br />(8)8d COMMnN Nan s <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/2" HDG NAILS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />1X2 FIRE -STOP <br />2x4 STRONGBACK, WALL / FLOOR FRAMING, <br />FLOOR BRACING 2 TRUSS PARALLEL TO WALL <br />SCALE. 3l4"=1'-0, SCALE: <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d C 3" O.C. 1ST PLY FLOOR DECK <br />INTO LEDGER AND 10d C 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: <br />STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C., NI BELOW STAGGERED OFF TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING <br />CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN <br />3/4" AS SHOWN nl 2x4 BRACE C 48" O.C. W (5) 12d 1'4" MIN. FROM 2ND. FLR. <br />LINE <br />DBL 2X8 LEDGER IN NAILS @ EA. END <br />8" CMU WALL ENDW/O.MW SND 8EMBEDKING <br />TO CMU Wl 1/2'EXP BOLT . 8d RING SHANK NAILS @ 4" INTO BLOO.0MAX . t6d NAILS @ 8" O.C. MAX <br />C <br />REINF PER PLAN <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />@ 12' O.C. <br />FLOG NAILING <br />PA PATTERER <br />N <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />EQU LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4"=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/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8" 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 @ <br />3/T MAX. SECTION DETAIL <br />(VERIFY Y W/ TRUSS <br />PLAN) AT PARALLEL / PERPENDICULAR <br />6 PRE-ENG FLOOR TRUSSES <br />SCALE: 3/4"=V-0" <br />PRE-ENG'D WOOD <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSSPLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @CMU WALL <br />O SCALE: 3/4"=1'-0" <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A -SIMPSON MTS12 <br />U < 990 LBS 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 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />NI <br />#8 WOOD SCREWS �M <br />x 2" LONG @ 3" O-C.; �IIIIII, <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 JU <br />EA TRUSS kal4" <br />NAILING PATTERN <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: 3W=1'4" <br />U <br />, i # <br />2x STUDS PER PLANS <br />2x4 CONT. W/ (4) 16d NAILS <br />C TOP OF FLR TRUSS <br />(TOP 2X4 SUPPORTS ST. <br />PLATE OF 2ND FLR) <br />FLOOR DECK <br />2x6 CONT. W/ (8) 16d NAILS <br />@ ST. OF FLOOR TRUSS <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 @ <br />EVERY TRUSS (VERIFY <br />W/TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />5/8" 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 />1/2" GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB W/ <br />12"ff WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-112" EMBED. MIN. C 16" <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />S9(9bS.ALE.-"=l-" <br />KVVh IKVJJ <br />4x4/4x6 SYP NO, 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />-0 <br />:0�: <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10C SCALE 3/4,=TZ' <br />TRUSS TO POST CONNECTION <br />A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Dd GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4N3"SDS, (1) 5/6"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" BIDS TO POST <br />POST TO SLAB CONNECTION <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7 <br />EMBEDMENT TO SLAB 8 (26)16d x 2-IrZ' NAILS TO POST. <br />A N C N I T I C T <br />EU <br />"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abd'migngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134186-2628 <br />FAX: 813886-2802 <br />BvaDIV. do L.OT <br />SILVERADO <br />LOT #20 <br />BLK #16 <br />PROJECT <br />03719.OUI 20161 <br />MODELA <br />2368— <br />GARAGE STING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%J50 MPH JV. B <br />ol <br />