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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24' 0/0, SUBMIT SHOP <br />'ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1Od x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA18 <br />#, UPLIFT <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFMtALUFLOOR <br />TRUSSANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4', <br />M IOdTSIMPSON <br />HTSM20 Wl10 10d TO <br />SHEATHING <br />16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' <br />10d x 1 }' NAILS TO <br />8', 8' x MAYBE ADDED <br />TRUSS AND 1/4' x 2 ,/4' <br />DBL STRAP,1 EACH SIDE WRAPS UP AND <br />DBI , <br />GI <br />GIRDER. PROVIDE 5' <br />NAILS, <br />W/ 10d NAILS, 2 ROWS, 3" <br />H <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />0/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2' x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDffIONAL PLY MAX. TO <br />(16) 10d x 3 }' NAILS TO GIRDER AND 8', 8• x 4'-0' MAY BE ADDED <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETAt6 TRUSS ANCHORS W/ 1Od NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 18d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A-(') SIMPSON LGT3SOS2.5 GIRDER TIEDOWN <br />BLOCK WALL W/,0 tOd TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />tx2, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) �' x 5' TITEN HD TO CMU AND (12) BIDS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />}'x2?TOGIRDER <br />CONT POURED LINTEL <br />2x SECUREDW/U 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0 24' 0/C, <br />1x2, 2x WOOD FASCIA <br />(2) }' x W TITEN HD TO CMU AND (18) BIDS t x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12' O/C FOR REVIEW <br />2x SECURED W/ (3) 18d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) J' x 5'TITEN HD TO CMU AND (18) SDS }' x 3' <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />1E• 0/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 070 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />31a2 <br />B ` °°_"° <br />SlbalcGIRDER <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />CONNECTORS <br />() <br />2a 2b c <br />; ALA o <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d 0 EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />20 GAUGE <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />W/ 10dx0 <br />W/ 1/2 HDG NAILS <br />0'-0' TO 30'-0' (1)'X' BRACE SEAMS) <br />0 EACH END. TOTAL OF 10 <br />30'-1• TO 60'-0 (3) •X• BRACE SECURE 2x8 PT. PLATE <br />PER ELEVATION <br />(1)'X" BRACE 0 CENTER TO BLK W/ 1/2" DIA. <br />FLOOR <br />(2) -X' BRACE DIVIDED ANCHOR BOLT W/ <br />GIRDER <br />6'-0" MAX W/1X4 <br />( ) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />HIGH <br />�R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />le <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />P R ELEVATION Ili, <br />r <br />1x4 DIAGONAL <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE -ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. MAX . PLATE W/ 12d's e' <br />STIFFBACK (AS PER O <br />5/8' GYPSUM BOARD OR 1/2' HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />o U <br />MAY NOT BE <br />(2) 10d's 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />>>a <br />iv ¢ d F <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0' O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />SEE SCHEDULE FOR <br />2X4 OR 2x6 WOOD BEARING <br />2-1/2' NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD. <br />. <br />1x4 BTM. CHORD BRACING 6'-0. O/C <br />END WALL OR OTHER <br />• . ' <br />a <br />x4 <br />MAX., OR 2STM. CHORD BRACING <br />END TYPE CONDITION, IF <br />9 <br />• <br />• i' . n <br />10'-0- O/C MAXSECURED W/ (2) lod <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />BLOCK WALL W/ GABLE END <br />INTERSEcnONTYP. <br />BTM. CHORD BRACING <br />7 PRE-ENG'D TRUSS SCALE:34=1'-0 <br />GIRDER/WOOD POST CONNECTIONS <br />G <br />V SCALE: 3/4'=1'-0' <br />a, <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 30ALE 3/4-V-0" (NO UPLIFT) <br />NOTCH DEPTH I/4'D <br />GE >5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L. STUD <br />OUTER 1/3OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE>5/8' <br />ll <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />q <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM.HOLE DIAMETERPLATE<3/5'0 <br />DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />SCALE: 3/4'=1'-O' <br />8 <br />SCALE: 1 1l2'=1'-0' <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />a <br />14 <br />SUBDrv. ac LOT: <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PPtOJECT# <br />04181.000-15151 <br />xoaEi.: <br />4EAB <br />"1672—ARIA" <br />GARAGE SIFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />