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• <br />FLOOR DECK <br />2x6 PT TERMINATION <br />20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL I <br />EACH TRUSS WI (3) lad COMMON W/ (6) 3/16—x 4 TAPCON3 <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 />SIMPSON HB <br />(8)8d COMMONN NAILS 2x STUDS <br />SIMPSON H6 W/(8) ad EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD ORON <br />EACH END OF'BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR OR ' HDG NAILS <br />TRUERUSS 12 <br />GIRDERTRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4'.1'-0• <br />DRUSSES W/ 10d G 3' O.O EST PLY <br />INTO LEDGER AND 10d 0 3'OC. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />0 <br />x <br />OO <br />PER ELEVATION <br />1X2 FIRE -STOP <br />i 1/4 <br />�` <br />MI <br />,Y <br />#e WOOD SCREWS JInIN'j <br />x 2' LONG O 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 20; <br />314AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS III �/4„ <br />'�IINALM PFA�— 'TrEAJN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DEL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />(_,__'�ONEXTERIOR WALL <br />SCALE: 3W=V-0' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d O 3' O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) lad NAILS <br />INTO LEDGER AND 10d O 3' O.C. <br />#8 WOOD SCREWS <br />WOTEL <br />O TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2' LONG @ 3' O.C.; <br />MI <br />2x4 BLOCKING O EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) lad <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />3/4' AS SHOWN <br />2x4 BRACE O 48' O.C. w/ (5) 12d <br />1'-4• MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) i6d NAILS <br />DBL2X8LEDGER <br />TO CMU W/ 1/2' EXP. BOLT MI <br />ad RING SHANK NAILS @ 4. O.C. MAX <br />(BBT. OF FLOOR TRUSS <br />8' CMU WALL <br />REINF PER PLAN <br />AT 16' O.C. AND 8' FROM <br />INTO BLOCKING <br />(BT, 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />END W/ MIN 5-12' EMBED. <br />lad NAILS O 8.O.C. MAX <br />iX2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC III �'4„ <br />PER ELEVATION PER ELEVATION <br />0 i .r <br />NAILINGPATTERNw <br />OOU <br />�W <br />0: <br />P ELEVATION <br />PER ELEVATION PER ELEVATION <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />@12 o.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 REG. BOND BEAM REG. <br />EVERY TRUSS (VERIFY <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFYW T USS <br />SECTION DETAIL <br />/;�TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />sDALE:34=,'-0 <br />r.-"),PRE-ENG <br />FLOOR TRUSSES <br />V <br />SCALE: 3/4'=1'-0• <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 />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />Ni <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />1 <br />PER ELEVATION <br />11 <br />FOR STRAPPING <br />VERIFY <br />E-ENO ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />' GYPSUM BOARD OR 12' HIGH <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2' <br />`.;, <br />A - SIMPSON MTS12 <br />RENGTH OLD. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />:!j <br />U <990 LBS W/ (14) 10d <br />CURE TRUSS TO TOP PLATE w/ (2) <br />r2x4 <br />WOOD POST TO <br />STRENGTH EPDXY 8' MIN. <br />GALV. NAILS. <br />d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />8 - (2) SIMPSON MTS12 <br />UBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LSS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8' O.C. MAX <br />GALV. NAILS EA, STRAP <br />OR 2x6 WOOD BEARING <br />ALL W/ 3VP No 2 STUDS SEE <br />CONNECTION <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE O BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />7-0 <br />PROVIDE BLOCKING <br />• • <br />SIMPSON SPH4 OR SPH6 BTM <br />12' GYP. WL. BD. <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's O EACH <br />FILL ALL HOLES, DO NOT USE <br />12'x9' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED O 10'-0' O.C. MAX. <br />10dx3' <br />EPDXY 5-1/2' EMBED. MIN. @ 16' <br />00a 10b 1 Oii <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TOPOST CONNECTION <br />0 <br />SCALE: 3/4'=P-0' <br />, <br />n <br />A - 5IMPSON MTS-12 U c 990 LES W/ (14) 10d GALV. NAILS. <br />'• • <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) 518'- A.T.R. TO HDU4 AND (10) V4' X 2 1/2' SDS TO POST <br />_w�TRUSS CONNECTION @ L.B.W. <br />POBTTOISLASODNNECTIMI <br />A&B - SIMPSON ASU44Z 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/ 5/8 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 & (26) lad x 2.12' NAILS TO POST. <br />A29NIT19T• <br />Groin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.aadesigagroup.cam <br />AA Y: 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: 8134MS-2628 <br />FAX: 8134IM2802 <br />DE 09/09/20 <br />aKIIII>m <br />S3.1B <br />