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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"=l'-0° <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x 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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1/2"HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />DBL PT 24 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 1Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELIE ION rL <br />ZZ <br />to �ZQQ <br />3vU <br />gQw <br />PER VAT N m <br />1X2 FIRE -STOP <br />�`— <br />MI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; MI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS 4^ <br />1161 <br />NAILING <br />INO 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 />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED MI <br />AS SHOWN <br />DBL 2X8 LEDGER JI11N11 <br />TO CMU W/ 1/2" EXP. BOLT <br />8" 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 />Z NALLAMa PATTERN <br />ODU <br />Kw <br />PER EL A ION sp <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=V-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />@ TOP OF FLR TRUSS <br />BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />MI <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; - <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />1'-0" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />0'-0" TO 30'-0" (1)'0C' BRACE <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. WI (8) 16d NAILS <br />30'-1" TO 60'•0 (3) "X" BRACE <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2"EXP. BOLT NI <br />Bd RING SHANK NAILS @ 4" O.C. MAX <br />@ ST. OF FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE DI CENTER <br />8" CMU WALL <br />AT 16" O.C. AND 8"FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />(2)'0(" BRACE DIVIDED EQUALLY 2z SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END WI MIN 61Y2"EMBED. <br />16d NAILS @ 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" NIGH <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION J& <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />a <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAILING PATTERN <br />"ROOFNVALL/FLOOR <br />3 v= <br />SHEATHING <br />0 <br />FASTENER SCHEDULE" <br />PER ELEVATION N aK <br />lk PER ELEVATION PER ELEVATIONA, <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING " <br />PRE-ENGINEERED WOOD <br />24 M FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />1x2, 2x WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN)SEE <br />ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />@ 12 O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />GALV. COMMON NAILS. TRUSSES @ 24" O/C, <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BOND BEAM REG. BOND BEAM REG. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED Wl 1Od SUBMIT SHOP DRAWINGS <br />IX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 @ <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32"D.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />12"O/C AND APPROVAL SECURED W/(2)12d's@ <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />5 <br />GABLE END PRE-ENG'D TRUSS <br />scALE:3/4"=r-o <br />PRE-ENG FLOOR TRUSSES <br />scALE:3a"=r-0" <br />6 <br />�7 W/ HIP RETURN <br />SCALE: 3/4"=i'-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 />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" D.C.MAX <br />NOT SHOWN FOR CLARITY) <br />0 <br />R ELEVATION <br />FOR STRAPPING <br />VERIFY <br />PRE -EN G ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRU88 TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />WI 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4z6 SYP NO.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 />FL417239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />o° <br />AND TOP PLATE ANCHORS W/ <br />` <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED Wl (2) 10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />t0dx3" <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. <br />MAX. <br />EPDXY 5-112" EMBED. MIN. @ 16' <br />10a 10b 1 0c <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />o <br />•a° <br />TRUSS TO POST CONNECTION <br />O <br />SCALE: 314"=T-0" <br />_ - <br />A - SIMPSON MTS-12 U: 990 LBS 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 Wl (16) <br />1/4"x3"SDS, (1) 5/8" A.T.R. TO HOU4 AND (10) 1/4" X 2 1/2" SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3l4"=l'-0" <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 GA 0,335 W/ 5/8 DIA. x 6" EXP, BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U*W5 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. <br />A 1 0 N 1 7 I C T 8 <br />6 <br />GWOL <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosipgroup.com <br />AA #: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />$436 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813886.2802 <br />aunuiu� <br />a1LT8Div. la LIT <br />SILVERADO <br />LOT #21 <br />BLK. #10 <br />PROJECT* <br />03719.000-21101 <br />HODEU <br />2795— F <br />CARACE aMRTTC: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPJJ EXP. B <br />