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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", <br />10d TO <br />HTSM20 WI10 10d TO <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />z 1 NAILS TO 6", 8" x MAY BE ADDED <br />TRUSS AND x 2 1/4" <br />FASTENER SCHEDULE" <br />DSL S <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GARDE R <br />GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" <br />NAILS, <br />H RS <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", <br />N <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />(16) 10d x 3 }" NAILS TO GIRDER AND 8" x 4'-0" MAY BE ADDED <br />8" x <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />HTSMSI INSTALLED ON PRE-ENG TRUSS <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />BLOCK WALL WI10 10d TO <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 IW' <br />W, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) SOS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />}"x2}"TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/URAL <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES (� 2, O/C, <br />1x2, 2x WOOD FASCIA (2) }" z 5" TITEN HD TO CMU AND (18) SDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />3" TO GIRDER <br />SEE ARCHITECNRAL <br />12" OIC FOR REVIEW <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED WI (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. (2) }" x 57ITEN HD TO CMU AND (18) SOS }" x 3" <br />IX2 SECURED W/ 10d MASOBEA.NRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />12" O/C SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1.1430 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 It 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b 1c = <br />TYPICAL ROOF <br />MISPLACEDEMBEDDEDTRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />213 2b 2c BE.34"_, <br />3 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN <br />BRACE WI (3)12d @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-tl' O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />39.1"TO 60'-0 (3) ")C BRACE SECURE 2x8 PT. PLATE <br />(1) W: BRACE 0 CENTER TO BLK WI 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2X4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:314'=1'-W <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5Me <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D SGL. STUD <br />OUTER 1130E <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 />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 />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />STM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />O SCALE: 1 tl2"=1'•0" <br />BCALE:3a"=1'-0" <br />1441 N. RONALD REAGAN Ell <br />LONGWOOD,FL32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />wwwabdeslgngmp.00m <br />L AA #: 0003328 <br />a <br />li <br />r <br />kk <br />S <br />oVHDIV. As LOT: <br />SILVERADO <br />LOT 17 <br />BLK 18 <br />PROJECT* <br />04128.002 1718 <br />MODEU <br />4EAB <br />"1672—ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 M H EXP. B <br />DATE: 03/05/20 <br />8CALX: 1/4"=1'-0" <br />skmET <br />s3.1A <br />