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FLOOR DECK <br />2x6 PT TERMINATION7 <br />2x4 STRONGBACK SECURED TO7 BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) i6d COMMON W/ (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'-O" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />K_,­\ FLOOR BRACING <br />SCALE: 3/4"=1'-0" <br />SIMPSON <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD EACH END OF "BUNDD LE' ON <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 <br />GIRDER TRUSS I'll HOG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: &4"=l'-U' <br />DTRUSSES WI K G 3BETWEEN <br />PLY <br />INTO LEDGER AND iOd 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2z6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />REINF <br />PER E NATION <br />O <br />OU <br />0! 'law <br />P R A I <br />1X2 FIRE -STOP <br />a,^T <br />NI <br />#8 WOOD SCREWSx2"LONG @3"O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />314" AS SHOWN <br />SIMPSON A23 <br />Z/—EA.TRUSS q• <br />r NAlLJNO 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: 314"=1'-0" <br />#8 WOOD SCREWS x 2" <br />LONG Q 3' O.C.; <br />STAGGERED t4unt, <br />ASSHOWN <br />DBL 2XB LEDGER J'llllll <br />TO CMU WI 1/2" EXP. BOLT <br />8" CMU WALL AT 18" O.C. AND 8" FROM qN <br />REINF PER PLAN END W/MIN "."EMBED. <br />FLOOR DECK <br />PER ELEVATION <br />O p NAN.NOPAA-TTERN <br />OU <br />Kw <br />PER ELEVATION sp <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 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: 3l4"=V-V' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES WI 10d @ 3- O.C. 1ST PLY <br />FLOOR DECK <br />20 CONT. WI (4)16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 1 Od 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING EA. BRACE. <br />� <br />NOTE: <br />@ TOP OF FLR TRUSS <br />BRACE W/ (3) 12d @ EA 4'-0" OXEANGCAT SHEATHING SEAMS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3' O.C.; <br />NI <br />TOENAIL INTO TRUSS W/ (4) i6d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN <br />2x4 BRACE C 48" O.C. w/ (5)12d <br />1'�4" MIN. FROM 2NO. FLR. <br />FLOOR DECK <br />"TOO <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. WI (8)16d NAILS <br />30' 1 60'-0 O 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 />(S OF FLOOR TRUSS <br />PRE-ENG GABLE TRU <br />(1) "X" BRACE CENTER <br />8" CMU WALL <br />Al 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />. 2 <br />(8T. 2X6 IS FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS C 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-1 <br />iX2 FIRE -STOP <br />(AS PER TRUSS ENG <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />!r <br />PLYWOOD SHEATHING, SEE <br />3 lk <br />6 <br />NAILING PATTERN <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />a0" <br />PER ELEVATION S_ <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGWEERED WOOD <br />1x2, 2x WOOD FASCIANAILER <br />W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRROM T LAN S (SEE <br />)2x <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />17' O.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 t� <br />SECURED W/ (3)16d <br />GALV. COMMON NAILS. TRUSSES a 24" O/C, <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />32"O.C. MAX. <br />SECTION DETAIL <br />12"OIC ANDAPPROVAL SECURED W/(2)12d's0 <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRRUSNB <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAAT <br />PARALLEL / PERPENDICULAR <br />SEE SCHEDULE GABLE END PRE-ENG'D TRUSS <br />5 <br />SCALE:3/4'=V-0" <br />PRE-ENG FLOOR TRUSSES <br />7 <br />6 <br />W/ HIP RETURN SCALE:34"=1'-0 <br />SCALE: 314"=V-0" <br />PRE-ENG GABLE TRUSS <br />— — <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) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER <br />FOR STRAPPING <br />o <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUSS TO 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 />N. <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 />lo <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS WI (14)1 Od <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 />CONIC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <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 />SECUREA <br />CONS. EACH <br />FILL ALL 10dxxT' HOLES, DO NOT USE <br />WEDGE ANCHOR 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/I/VOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED (N 1U-0" O.C. MAX. <br />TO LED IV-0"" <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />10a 10b 10c <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'< <br />8 <br />TRUSS TO POST 00NMECT10N <br />SCALE: 3l4"=1'-0" <br />'a•_• .: °'. <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 W/ (16) <br />1/4.S,3"SDS, (1) 5/8"" A.T,R. TO HDU4 AND (10)1/4" X 2 ill' SDS TO POST <br />@ L.B.W. <br />SS,-��TRUSaCONNECTION <br />POBTTO SLAB CONNECTION <br />`�QALE: <br />3/4"-1'-0" <br />A&B - SIMPSON ABU44Z 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:4,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDOI FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup•com <br />L AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-BB8.2628 <br />FAX: 813886-2802 <br />atTRDM ae L074 <br />SILVERADO <br />LOT #2 <br />BLK. #13 <br />PROJECT# <br />03719.000-02131 <br />MODE1a <br />2795—F <br />GARAGE awMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />JUN <br />NO <br />f!•�I <br />DptmT w 8/il/20 <br />8CA1.E 1/4"=1'-0" <br />B*El= <br />S3.1B <br />