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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 1a'-0' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FACING <br />O��SCALE:3/4'=1'-0' <br />SIMPSON HB W/�-�•g-„ <br />(8)8d COMMON NAILS 2z STUDS <br />SIMPSON H6 W/ (8) Sd 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 />= L <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR PLATE STRAPS W/ 10d x 1 <br />GIRDERTRSS R USS 1/2'HDG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE:34'=1'-0' <br />DBL PT 2x6 8LK'NG BETWEEN <br />TRUSSES W/ IOd 0 3' O.C. 1ST PLY <br />INTO LEDGER AND 10d O 3' O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8' CMU WALL <br />REINF PER PLAN <br />P NATION <br />3 � <br />a <br />P LEVATIO � � <br />iX2 FIRE -STOP <br />y—J� <br />MI <br />#8 WOOD SCREWS <br />x 2' LONG 0 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4' AS SHOWN <br />SIMPSON A23 AL <br />EA.TRUSS 4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X_ LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE: 3/4'=1'-0' <br />#8 WOOD SCREWS x 2' <br />LONG 0 3' O.C.; <br />STAGGERED MI <br />AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2' EXP. BOLT <br />6' CMU WALL AT 16' O.C. AND 8' FROM MI <br />REINF PER PLAN END W/ MIN 5-1/2'EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />3 ffi NAILING RKTT"ERN <br />¢ �QjW <br />PER ELEVATION N m� <br />24. M PRE-ENGINEERED WOOD <br />2z4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />0 12' O C <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 <br />2z STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1Od 0 3' O.C. 1ST PLY <br />FLOOR DECK <br />2.4 CONT. W/ (4) 18d NAILS <br />INTO LEDGER AND 10d O 3' O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />O TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INT02x8 <br />x 2'LONG 0 O.C.; I <br />2x4 BLOCKING O EA. BRACE. <br />TOENAIL INTO TRUSS W/ 4) 16d <br />( <br />STRUCTURAL SHEATHING <br />(TOP 4 SUPPORTS BT. <br />BELOW <br />STAGGEREDOFF <br />OFF <br />CENTERLINE OFF 2x6; <br />NAILS END <br />MUST NOT BREAK WITHIN <br />PLATE 2ND FLR ) <br />3/4' AS SHOWN <br />2x4 BRACE O 48' O.C.. w/ (5 (5) 12d <br />1'-4' MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS O EA. END <br />LINE <br />2x8 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 112' EXP. BOLT MI <br />8d RING SHANK NAILS 0 4' O.C. MAX <br />(SBT. OF FLOOR TRUSS <br />8' CMU WALL <br />AT"O.C. AND 8' FROM <br />INTO BLOCKING <br />(BT. 2X8 IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END WI MIN 5.1/2' EMBED. <br />18d NAILS 0 8'O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC 1f1 �r4„ <br />121111F�' '" <br />PER ELEVATION PER ELEVATION <br />LL <br />;Z <br />- <br />o= <br />U <br />NAILING PATTERN <br />O kW <br />I <br />P R ELEVATION a <br />PER ELEVATION PER ELEVATION rL <br />20 P,T. CEILING <br />24" M PRE-ENGINEERED WOOD. <br />PRE-ENGINEERED WOOD <br />NAILER Wl <br />FLOOR TRUSSES (SEE <br />FLOORTRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />®,2•0.0. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 0 <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W//TRUSS <br />SECTION DETAIL <br />(';'�)TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SCALE: 3/4'=1'-0' <br />PRE-ENG FLOOR TRUSSES <br />6 <br />SCALE: 3/4'=1'-O' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS W-0" O.C. (AT <br />0 PRE•ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS)(BLOCKING <br />TRUSS (TYP) 0 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />FOR STRAPPING <br />ELEVATIONPER <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRU88 TO TOP PLATE <br />5/8' GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2' <br />A • SIMPSON MTS 12 <br />STRENGTH CLG. BOARD <br />4x414x8 SYP N0.2 <br />WASHER SET IN HIGH <br />U <990 LBS 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 TO 2x8 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 />2x4 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 />1/2' GYP. WL. BD. <br />:0: <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 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3. <br />1/2'x9' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. <br />EPDXY 5-I/2' EMBED. MIN. 0 16' <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4'=1'-O' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />•a• <br />TRUSS ,oPOST CONNECTION <br />O <br />SCALE: 3/4'=V-0' <br />a_ <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <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'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BOB TO POST <br />SS'vRUSS CONNECTION @ L.B.W. <br />POBTTOSLABCONNECTION <br />`�Q <br />SCALE: 3/4'=1'-O' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 0:5,660 W/ 518 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA, x e' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7• <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. <br />A R O N I T! O T <br />6 <br />G2DOlgn <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.eom <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: 8134MG-2628 <br />FAX: 8134WW2802 <br />