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FLOOR DECK <br />EF <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d 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 />-0 TYPICALLY 101-V'BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=l'-9' <br />SIMPSON H6 W/ <br />(8)13d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/(6)8tl 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 />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/7' HOG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />�'f TRUSS PARALLEL TO WALL <br />L SCALE: 3/4"=T-0" <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOFIWSHEATH AL LOOR <br />NGLJF <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. w/ (2)12d TRUSSES 0 24" O/C, <br />TOE NAILS EA. SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />ANDAPPROVAL <br />(2) SIMPSON DTC CLIPS W/ <br />SEE SCHEDULE (2) 3/16" X 1 3/4" <br />FOR BOND BEAM <br />RED CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ F <br />8" CMU WALL. MAX. GAP FROM TOP OF <br />SEE PLANFOR WALL TO BOT. OF <br />VERT. REINF. BLOCKING <br />WALL BRACING EX <br />NOW BEARING EXT. WALL <br />3 <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 @ T 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 (0 3' O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />a TOP OF FLR TRUSS <br />BRACE W/ (3) 12d ® EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO Zz6 <br />x 7' LONG a 3' O.C.; NI <br />2x4 BLOCKING a EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) l6tl <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS 0 EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4", S SHOWN nl <br />2x4 BRACE 0 48" O.C. W (5)12d <br />1'4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />0'-0" TO ( "X BRACE <br />Ili <br />NAILS � EA. END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />60-- <br />30'-1" TO 60'-0 (3) ­X" BRACE <br />3 <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/7' EXP. BOLT Nl <br />8d RING SHANK NAILS 04 O.C. MAX <br />a ST. OF FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE 0 CENTER <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS ® 8" O.C. MAX <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 />Ie <br />PER ELEVATION PER ELEVATION <br />a <br />O <br />_ <br />PLYWOOD SHEATHING, SEE <br />z <br />NALM PATTERN <br />"ROOFANALL/FLOOR <br />8= <br />SHEATHING <br />O <br />FASTENER SCHEDULE" <br />�QQhj¢ <br />PER ELEVATION K i <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO, <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24 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 />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 />® 17' O.C. <br />FRAMING PLAN) <br />BOND BEAM RED BOND BEAM RED. <br />SIMPSON HETX16 <br />GALV. COMMON NAILS. TRUSSES @ 24" O/C, <br />REPAIR DETAIL I F <br />EVERY TRUSS (VERIFY <br />x2 SECURED W! 10tl SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-150 <br />W/ TRUSS PLAN). <br />GALV. COMMON NAILS FOR REVIEW CONT. 2.4 RAT RUN <br />AT TRUSSES PARALLEL <br />(VERI321, O.C. MAXFY W/TRUSS <br />SECTION DETAIL <br />2"O/O 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°=,'�" <br />G FLOOR TRUSSES <br />7 SCALE: 3/4'=1'0" <br />(6��TE: <br />W/ HIP RETURN <br />3/4"=T- <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 />8 PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />Q�IN <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />N <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER E VATION I-L <br />FOR STRAPPING <br />0 <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />�. <br />W/TRUSS PLAN <br />TRUSS 70 TOP PLATE <br />SUM BOARD OR 1/2" HIGH <br />W/ 1/2"DIA. ANCHOR BOLT W/ 7'�' <br />' <br />A-SIMPSON MTS12 <br />TH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />TRUSS TO TOP PLATE wl (2) <br />rl6d <br />WOOD POST TO <br />STRENGTH EPDXY 6'MIN. <br />GALV. NAILS. <br />NAILS <br />SLAB.SEE <br />EMBED. AT 37'0C MAX. <br />B-(2) SIMPSON MTS12TOP <br />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 6' O.C. MAX <br />GALV. NAILS EA. STRAP <br />c6 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 />1/2"o'" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/P' COMMON NAILS <br />SECURE ST. PLATE TO SLAB Wl <br />CONT. 2x4 SECURED W/(2)10150 <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3' <br />1/2"x9" WEDGE ANCHOR WIT <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. 0 16" <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=l'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°� <br />8 <br />TOPOST <br />SCALE: 3 4"=1'-0 <br />• <br />e <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"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1!4" X 21R" SDS TO POST <br />CONNECTION <br />@ L.B.W. <br />(,TRUSS <br />PWT08LASCONNECTION <br />.7t7 .7U SCALE: 3/4"=1'4" <br />ARB - 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 G:10,335 W/ 5/8 DIA x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7' NAILS TO POST. <br />A l e x I T 9 9 T 81 <br />6 <br />Grou��. <br />$41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngmup.eom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 10D4 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-262S <br />FAX: W-886-2802 <br />�IIYINIII <br />annan� <br />SUHDIV. ad IAT: <br />SILVERADO <br />LOT #9 <br />BLK 16 <br />PROJECT# <br />03719.001-09161 <br />MODEIt <br />2795— F <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />Nk 150 PH EA B <br />