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FLOOR DECK <br />Co <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16' ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAPJzFOR <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 />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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />If <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ iOd x 1 <br />GIRDER TRUSS 12" HOG NAILS <br />WALL /FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. w/ (2) 12d TRUSSES Q 24" O/C, <br />TOENAILS EA. SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />EL <br />SEE SCHEDULE (2) SIMPSON OTC CLIPS W/ <br />BOND BEAM (2) 3/16" X 1 3/4" <br />CONCRETE SCREWS INTO <br />RED' CMU AT BLOCKING W/ 1/4" <br />8" CMU WALL MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF <br />VERT. REINF. WALL BRACING AT BLOCKING <br />//^' \j NOW BEARING EXT. WALL <br />J SCALE 3/4"=1 L <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 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 />(2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />t-101 <br />2x4 BLOCKING (� EA. BRACE. <br />NOTE: <br />0 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 7' LONG Lai 3" O.C.; <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHINGCENTERLINE <br />TOP 2X4 SUPPORTS ST. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />OFF 2x6;I1_ <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />COVER 5 TRUSSES) <br />314" AS SHOWN n, <br />2x4 BRACE 0 48" O.C. w/ (5) 12d <br />1'4' MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />TO (1) "X"BRACE <br />DBL 2X8 LEDGER '(j <br />NAILS @ EA END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />BT. OF FLOOR TRUSS <br />30--1 <br />30'-1" TO 60-- (3) "X" BRACE PRE-ENG GABLE TRUSS <br />"X" <br />TO CMU W/ 12" EXP. BOLT MI <br />ed RING SHANK NAILS 4" O.C. MAX <br />ACE <br />(1) BRACE CENTER <br />8"CMU WALL <br />AT 16" O.C. AND B" FROM <br />INTO BLOCKING <br />(8T. 2X61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND <br />REINF PER PLAN <br />END W/ MIN 5-1/7' 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 /4„ <br />PER ELEVATION PER ELEVATION <br />LLO 3F <br />PLYWOOD SHEATHING, SEE <br />(� z <br />NAILING PATTERN <br />"ROOFNVALL/FLOOR <br />$ z= <br />SHEATHING <br />0� <br />FASTENER SCHEDULE" <br />PER ELEVATION N <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, Dc 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/ 16tl ENGINEERED WOOD <br />12 O C. <br />FRAMING PLAN) <br />BOND BEAM RED. BOND BEAM REQ. <br />SIMPSON HETA-16 Q <br />GALV. COMMON NAILS. TRUSSES O/C, <br />N <br />REPAIR DETAIL I F <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10tl SUBMIT SHOP DRAWINGS <br />1X2FIRE-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 />SECTION DETAIL <br />AND APPROVAL ED (2)12tl's@ <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRUSS <br />EACH TRUS. <br />MASONRY BOND BEAM EACH TRUSS <br />MASONRY <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-r' <br />PRE-ENG FLOOR TRUSSES <br />7 SCALE: 3/4"=l'-0" <br />W/ HIP RETURN <br />6DALE:3/4"=1'-0" <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. <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKINGG <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) 24" O.C. <br />MAX <br />R FIL VATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />518" GYPSUM BOARD OR 12" HIGH <br />Wl 1l7' 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 37' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP 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 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 />CONC, POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />' O• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />o <br />AND TOP PLATE ANCHORS W/ <br />10tl z 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's 0 <br />EACH <br />FILL <br />L ALLHOLES, DO NOT USE <br />x 3' <br />WASH WEDGE ANCHOR wiz' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED ®10-0" O.C. MAX. <br />EPDXY SA/2" EMBED. MIN. @ 16" <br />1 0 a 10b 1 0c <br />OC MAX. <br />SCALE: 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />� <br />GABLE TRUSS @ CMU WALL <br />V <br />TRUSS TO POST CONNECTION <br />SCALE: 314"=1'-0" <br />< <br />A SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />-• E <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"93'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" BOB TO POST <br />� <br />CONNECTION @ L.B.W. <br />,-1TRUSS <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=T4" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 GA660 W/ 5/8 DIA. x 6" EXP, BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x W EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 6134886.2628 <br />Ilk FAX: 813aS6.2802 <br />BUBDM ae r oT <br />SILVERADO <br />LOT #5 <br />BLK #16 <br />PROJECT# <br />03719,001-05 <br />* DMU <br />2795—CAMDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 H EXA B j <br />