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IF <br />FLOOR DECK <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 />TYPICALLY 1d-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 OR BRACIACK, <br />FLOOR BRACING <br />1 SCALE: 3/4"=1'-d' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 21 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 />29 <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 12" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOFWJALUFLOOR <br />SHEATHING <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 />AND APPROVAL <br />777 ff. <br />SEE SCHEDULE (2) SIMPSON OTC CLIPS W/ <br />FOR BOND BEAM C 3/16' X 1 SC <br />REO CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ 1/4" <br />e" CMU WALL MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF <br />VERT. REINF. WALL BRACING AT BLOCKING <br />NOW BEARING EXT. WALL <br />3 SCALE: /4"=1'-(P <br />3 <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 26 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) 16tl 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 />2x4 BLOCKING EA BRACE. <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 2x8 <br />x T" LONG 3' O.C.; NI <br />TOENAIL INTO TRUSS W! 4 16d <br />() <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />D <br />NAILS @ EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; 1I1NI <br />3/4" AS SHOWN e1 <br />2x4 BRACE 0 48" O.C. W/ (5)12d <br />1'4N MIN. FROM 2ND. FUR, <br />FLOOR DECK <br />0'A" TO 30'-d' (1) "X" BRACE <br />DBL 2X8 LEDGER lµ <br />NAILS ® EA END <br />LINE <br />2x6 CONT. W/ 8)16d NAILS <br />( <br />30'-1" TO (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />TO CMU W/ 1/7' EXP. BOLT 01 <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />� BT. OF FLOOR TRUSS <br />ACE <br />(1) "X" BRACE 0 CENTER <br />8' CMU WALL <br />AT 16" O.C. AND W FROM <br />INTO BLOCKING <br />(8T. 2X61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-1/Z' EMBED. <br />16d NAILS 0 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />1X2 FIRESTOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC <br />PER ELEVATION PER ELEVATION <br />3F <br />PLYWOOD SHEATHING, SEE <br />Z <br />NAILING PATTERN <br />"ROOF/WALL/FLOOR <br />�= <br />SHEATHING <br />w � <br />FASTENER SCHEDULE" <br />PER ELEVATION F ` <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />lx2, 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 />,7 o D <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA 16 <br />2x SECURED W/ (3) t6d ENGINEERED WOOD <br />TRUSSES O C, <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM RED <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. ®24" <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />W/TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />37' O.C. MAX. <br />12' O/C AND APPROVAL SECURED W/ (2) 12d's <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />SECTION DETAIL <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:34"=r-0" <br />%/ <br />PRE-ENG FLOOR TRUSSES <br />7 W/ HIP RETURN dSCALE: <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'17' O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) <br />0 24" O.C. <br />MAX <br />0 <br />PER ELEVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />WI TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1rZ' DIA ANCHOR BOLT W/ Z' <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 37' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO ac8 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 />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FU#17239 <br />PLANS FOR SPACING. SINGLE <br />CONIC. POURED <br />BTM, PLATE TO BE PT, <br />LINTEL COURSE <br />PROVIDE DEL TOP PLATE <br />• <br />PROVIDE BLOCKING <br />O• <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 ST. PLATE TO SLAB W/ <br />CONS. 2x4 SECUREDEACH <br />FILL ALL HOLES, DO NOT USE <br />IrZWWASH WEDGE IN HIGHS W/7' <br />WASHER SET MI HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS MA <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />LED 10--g- <br />tOtl x 3" <br />EPDXY 5-12" EMBED. MIN. 0 16" <br />10a 10b 1 OC. <br />OC MAX. <br />SCALE 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />'° <br />TRUSS TO POST CONNECTION <br />V <br />SCALE: 3/4"=1'-d'o° <br />° <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-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8— A.T.R. TO HDU4 AND (10)1/4" X 21/2" SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />`tea `emu <br />SCALE: 3l4"=1'-(Y' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x &' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/Z' NAILS TO POST, <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-77"078 <br />FAX 407-774.4078 <br />wwwabdesigngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />543913EAUMONT CENTER BLVD. <br />SUITE SOD4 <br />TAMPA, FLORIDA 33634 <br />PH: 813-8862628 <br />FAX 8134386-2802 <br />SUDDIV. ee M70 <br />0,44 <br />SILVERADO <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />7 .001-07151 <br />aio 2'7 <br />795-D <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150VPH W. B <br />