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FLOOR DECK <br />2x6 PT TERMINATION <br />2z4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON WI (6) 3116" ° 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"=1'-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 />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 <br />GIRDERTRUSS 1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />%� TRUSS PARALLEL TO WALL <br />SCALE: 314"=1'-0" <br />DBL PT 2x6 SLMNG BETWEEN <br />TRUSSES W/ I Od @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d @ T' OC. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />B" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />3U <br />it �� <br />P ELEVATIONPER <br />iX2 FIRE -STOP <br />1/4 — <br />NI <br />#B WOOD SCREWS <br />x 2" LONG C $" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <br />lk1 <br />NAILING 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"=P-0" <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED NI <br />ASSHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 18" O.C. AND 8" FROM MI <br />REINF PER PLAN END W! MIN 5-1/2" EMBED. <br />FLOOR DECK <br />p ELEVffh <br />ATION _ <br />LL <br />3 0= NAILING 4" <br />UU <br />tC �?� • <br />E EVATIO <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24. <br />4 FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />12" O.C. <br />iX2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=l'-0" <br />2x STUDS PER PLANS <br />2z STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d @ 3" O.C. 1 ST 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 I Od @ 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING (� EA. BRACE. <br />NOTE: <br />- @ TOP OF FLR TRUSS <br />BRACE Wl (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ T'O.C.; NI <br />TOENAIL INTO TRUSS . 4 i8d <br />() <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />3/4" AS SHOWN <br />2x4 BRACE @ 49' O.C. wl (5)12d <br />1'�4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />0'-0" TO 30'-D" (i) "X" BRACE <br />DBL LEDGER <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT, W/ (8)16d NAILS <br />0 ST. OF FLOOR TRUSS <br />39-1" TO 60'-0 (3)'X' BRACE <br />PRE-ENG GABLE TRUSS <br />CMU W/ i/2" EXP. BOLT NI <br />MU <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />(2) BRACE CENTER <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(STTO <br />ATHIN2X6 IS FOR WALL <br />SHEATHING NAILER) <br />SHEATHING <br />W' I <br />BRACE DIVIDED EQUALLY 2z SUB -BAND <br />AT ALL <br />REINF PER PLAN <br />ENO W/ MIN 5-1/2"EMBED. <br />18tl NAILS (� 8" O.C. MAX <br />FROM <br />FROM CENTER TO END. UPRIGHTS <br />UPRIGHTS OVER 4'-10"HIGH <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC/4. <br />PER ELEVATION PER ELEVATION <br />0 <br />PLYWOOD SHEATHING, SEE <br />�- <br />rn <br />NAILING PATTERN <br />"ROOFNVALUFLOOR <br />SHEATHING <br />V <br />iEw <br />v:;PRE-ENGINEERED <br />FASTENER SCHEDULE" <br />PER ELEVATION ME-1Z <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />IV ,DETAIL <br />FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />WOOD <br />1x2, 2x WOOD FASCIA CONNECTION PER <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />(� 12" O.C. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REO. <br />SIMPSON HETA-16 ® <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. TRUSSES 0 24" O/C, <br />1 x2 SECURED Wl 1 Dd SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />WI TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />37' O.C. MAX. <br />(VERIFY W/TRUSS <br />SECTION DETAIL <br />12" O/C AND APPROVAL SECURED W/ (2)12d's @ <br />MASONRY BOND BEAM EACH TRUSS <br />� 1T0 <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />,5 <br />scALE:314"= <br />% <br />PRE-ENG FLOOR TRUSSES <br />S <br />W/ HIP RETURN <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2z4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'4" 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" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />0 <br />PER ELIE N <br />FOR STRAPPING <br />VERIFY <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2z6 PT. PLATE TO BILK <br />TRUSS PLAN <br />TRUSS M TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 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 LEIS Wl (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />20 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 />1 Od x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONTFILL <br />EACH <br />ALL HOLES, DO NOT USE <br />10dxX, <br />1/2'x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTIONS <br />TRUSS2x4SECUREDLED 10--gc- <br />TRUSS TO BE INSTALLED ®10'-0" O.C. <br />MAX. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />:10)aS(��TRUSS/WOOD <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'` <br />• <br />'MUSSMPOSTCONN�wN <br />° <br />A SIMPSON MTS-12 U < 990 LBS WI (14) 10d GALV. NAILS. <br />• # <br />B _-SIMPSON HTS-20 U < 1310 LBS WI (20)1 Od GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />i/4"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1l4" X 21/2" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />POST TO�CONNE�ON <br />SCALE: 3l4"=l'-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 WI 5/8 DIA, z 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 HTTS POST ON SLAB <U:4,565 W! 518" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. <br />A A C N I T I c T 8 <br />6 <br />GWOLaLc <br />441 N. RONALD REAOAN BLY <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GRJBLVD. <br />DRAFTING IN <br />5439 BEAUMONT CENTSUITE 1004 <br />TAMPA, FLORIDA 3PH: 813-886-26FAX: 813866-28 <br />�INI�IIII <br />1, uli <br />atmDIV. a L.OT <br />SILVERADO <br />LOT #4 <br />BLK #14 <br />PROJMT/ <br />03719.000- 04141 <br />MODEU <br />2795— D <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />