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FLOOR DECK <br />'ElCENTERLINE <br />CM <br />2z6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) l6d 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'=V-0" <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x 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 />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 1 Od x 1 <br />FLOOR TRUSS OR 12"HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=P-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES WI 10d 0 3" O.C. 1ST PLY <br />INTO LEDGER AND 1 Od @ 3. O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER L V T N <br />4 <br />o tL <br />L) <br />P ELEVATION C � <br />1X2 FIRE -STOP <br />1/4 — <br />Mt <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />OFF 2x6; Mt <br />3l4" AS SHOWN <br />SIMPSON A23 <br />EA. TRUSS <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 />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 <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 5-12" EMBED. <br />FLOOR DECK <br />PER ELEVATION I1y���V <br />IMF /q„ <br />O Zpp NA9.IN0 PATTERN <br />3: <br />PE LEVATI N <br />24. M PRE-ENGINEERED WOOD <br />20 P.T. CEILING 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"=l'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2z6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ 4 16d NAILS <br />() <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND tOd lgr 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />Q TOP OF FUR 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 />NI <br />TOENAIL INTO TRUSS <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; <br />E(4) ND <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2NO FUR) <br />COVER 5 TRUSSES) <br />3/4" AS SHOWN <br />2x4 BRACE 48" O.C. W/ (5)12d <br />1'3" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />U-0" TO 30'-0" (1)'W BRACE <br />NAILS G EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />30-1" TO 60'-0 (3) "X" BRACE <br />D0L 2X8 LEDGER <br />TO CMU W/ 12" EXP, BOLT Mi <br />8d RING SHANK NAILS 4" O.C. MAX <br />(� ST. OF FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE (� CENTER <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5.12" EMBED. <br />16d NAILS 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC III �/4„ <br />IPAIA�� <br />PER ELEVATION PER ELEVATION <br />O Ful"lI <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALL/FLOOR <br />x <br />SHEATHING <br />Cp}r�� <br />FASTENER SCHEDULE" <br />P R ELEVATION irx <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-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) <br />TRUSS MFG. <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />12 Q.C. <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />SIMPSON HETA-16 @ <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. TRUSSES @ 24' O/C, <br />1x2 SECURED W/ IOd SUBMIT SHOP DRAWINGS <br />1X2 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"OC MAX <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />12"OIC ANDAPPROVAL 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"=V-0" <br />PRE-ENG FLOOR TRUSSES <br />' <br />c <br />O <br />W/ HIP RETURN <br />SCALE: 3I4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE£NG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D <br />WOOO <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 />Q <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRU88 T'O T'OP 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 />4x4/44 SYP NO.2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) I Dd <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />GALV, NAILS. <br />ISd 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 WI (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 />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONS. 2x4 SECURED EACH <br />L HOLES, DO NOT USE <br />WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />LWl ED 19-17 MAX.10d <br />TRUSS TO BE INSTALLED 10'-0" O.C. M <br />xA3 <br />EPDXY 5-1/2" EMBED. MIN. @ IS- <br />.1 <br />I Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=V-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />ea• ,.. <br />TRUSAI InPOST CONNECTION <br />SCALE: 3l4"=1'-0" <br />:''. <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)1 Od 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 />1/4N3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 212" SDS TO POST <br />CONNECTION @ L.B.W. <br />S S,-,-�TRUSS <br />P06TTO BLAB CONNECTION <br />SCALE: 3/4"=l'-0" <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 518 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 />AIICNITICT8 <br />Des ,n`I <br />G2 l�a <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abd"gngmup.com <br />AA#: 0003325 <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />6439 BEAUMONT CENTER BL <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138884628 <br />FAX: 813SM2802 <br />aysD:v. ee LOOT <br />SILVERADO <br />LOT #9 <br />BLK #13 <br />PROJECT( <br />03719.000-09131 <br />MODMLs <br />2795— B <br />GARAGE SVnNG: <br />RIGHT <br />PALM: <br />DETAILS <br />150 MPH EXP. B <br />