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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 — <br />BLOCKING SECURED TO WALL <br />W/(6)3/le" .4 TAPCONS <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=1'-0" <br />DBL PT 26 BLWNG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d C 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />'IyuO <br />9 <br />O <br />PER ELEVATION 11 <br />2x4 P.T. CEILING — <br />NAILER W/ <br />MASONRY NAILS <br />@ 17. O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 7' LONG @ 3" O.C.; NI <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />314" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT MI <br />AT 16' O.C. AND 8" FROM IM <br />END W/ MIN 5-1/7EMBED. uI <br />FLOG ,iel4 <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />5 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/ 1/7' DIA. ANCHOR BOLT WIZ' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 37OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8' O.C. MAX <br />SIMPSON H6 W/ (8) Sd <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />(8)8d COMMON NAIIS <br />EACH END <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/7' HDG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2x STUDS PER PLANS <br />FLOOR DECK <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />NAILS C EA. END <br />2x4 BRACE C 48' O.C. w/ (5)12d <br />NAILS @ EA. END <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />INTO BLOCKING <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 @ <br />3Z' O.C. MAX. <br />(VERIFY W/ TRUSS <br />PLAN) <br />NOTE: <br />DBL PT 26 BLK'NG BETWEEN <br />TRUSSES W110d @ W O.C. 1ST PLY <br />INTO LEDGER AND 10d @ W O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />1 <br />MI <br />#8 WOOD SCREWS �M <br />x 7' LONG @ 3" O.C.; :IIINII <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />II I NAIUNO PATTERER <br />N <br />i PRE-ENGINEERED WOOD <br />1X2 FIRESTOP FLOOR TRUSSES (SEE <br />DBL 2X LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />STRUCTURAL SHEATHING <br />MUST NOT BREAK WITHIN <br />V41" MIN. FROM 2NO. FLR. <br />LINE <br />16d NAILS (9 8" O.C. MAX <br />'SEE SCHEDULE FOR SEE SCHEDULE FOR <br />BOND BEAM RED. BOND BEAM REQ. <br />SECTION DETAIL <br />AT PARALLEL / PERPENDICULAR <br />�rPRE-ENG FLOOR TRUSSES <br />SCALE: 3/4"=T-0' <br />PRE-ENG'D WOOD <br />TRUSS (TYP) @ 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 C EACH <br />TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />0 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 1/7' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />y 4. <br />2x STUDS PER PLANS <br />2x4 CONT. W/ (4) 16d NAILS <br />C TOP OF FUR TRUSS <br />(TOP 2X4 SUPPORTS BT. <br />PLATE OF 2ND FLR) <br />FLOOR DECK <br />2x6 CONT. W/ (8) 16d NAILS <br />C BT. OF FLOOR TRUSS <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRE -STOP <br />PRE-ENGINEERED WOOD <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 />518" GYPSUM BOARD OR 1/Z' 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 />1/7GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB W/ <br />1/2'1c9' WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/7' EMBED. MIN. @ 16" <br />OC MAX. <br />HVVY IKUJa <br />4x4/4x6 SYP NO, 2 <br />WOOD POST TO <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• o• <br />:a : <br />10a <br />TRUSS/WOOD POST CONNECTIONS <br />10b 10c SCALE: 3/4"=1'-0' <br />TRUSS TO POST CONNECTION <br />A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />144 6--SDS, (1) 5/8- AT.R. TO HDU4 AND (10) 1/4" X 21/7' SDS TO POST <br />A R C H I T! C T 8 <br />6 <br />G I In <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.eom <br />L AA #: 0003326 <br />a� <br />0 <br />aF <br />BUBDIV. de LOT <br />SILVERADO <br />LOT #3 <br />BLK. #15 <br />PROJECT <br />03719.00 -03151 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE sWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 B <br />W111121 <br />SCALE: 1/4"=1•-0" <br />TRUSS CONNECTION @ L.B.W. Um <br />SHEET <br />SCALE: 3/4"=1'-0" A88 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 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_ <br />SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T <br />