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A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 J' NAILS TO TRUSS <br />842) SIMPSON HETA76 TRUSS ANCHOR WITH <br />(12) 16d x 1 }' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />Cjl) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 e NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 J' NAILS TO GIRDER <br />W, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />'ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP 42 2' x 4", <br />6', 8' x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES O 24- O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />8 ALLOWABLE UPLIFT : U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />c TYPICAL TRUSS/ <br />la lb 1 34 _,.9 <br />GIRDER CONNECTOR(S) <br />OUTER 1/3 ( <br />SPAN ONLY <br />NOTCH DEPTH 1/4•D <br />?,,r' <br />HOLE EDGE>5'8• <br />�`OLE DIAMETER <br />2/5•D SGL. STUD <br />BTM.- <br />PLATE <br />ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />O 24' O/C, SUBMIT SHOP <br />'ROORWALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP 42 2' x 4'. <br />(9) 10d x 1 k' NAILS TO <br />6% 8" x 4'-0' MAY BE ADDED <br />GIRDER, PROVIDE 5' <br />W/ 10d NAILS, 2 ROWS, 3' <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />CONNECTOR <br />1--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) li x 5" TITEN HD TO CMU AND (12) BOB <br />}' x 2 e TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) k x 6'TITEN HD TO CMU AND (18) BOB } x <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />2x SECURED WI (3) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) e x 5TITEN HD TO CMU AND (18) SDS }' x 3' <br />ix2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV, COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />12,010 <br />SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT - 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />211 2b 2c <br />SCALE: a=,-D <br />GIRDER CONNECTOR(S) <br />41100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 114• <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />4 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL WH0 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />�-- TITEN 2 ANCHORS MIN. <br />2' COVER & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 <br />SCALE: 3/4'=1'-0' <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d O EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0' O.C. (AT SHEATHING <br />0'-0' TO 30'-0- (1)'X' BRACE <br />SEAMS) <br />30-1' TO 6V-0 (3) -X- BRACE <br />SECURE 2x8 PT. PLATE <br />(1)'X' BRACE* CENTER <br />TO BILK W/ 1/2' DIA. <br />(2)'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's O EACH TRUSS <br />TO BE INSTALLED O <br />10-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENG'D TRUSS SCALE: 314's1'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <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 />LE EDGE >5/8' 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 />HOLE DIAMETER <br />< 3/5'0 DBL. STUD <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA A: 0003325 J <br />• <br />aUDDIV. ae LOT: <br />SILVERADO <br />LOT #31 <br />BLK #18 <br />PPtOJICCT* <br />04128.002-31181 <br />MODffiL: <br />4EAB <br />"1672-ARIA" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 PH Pp. B <br />IrF <br />uwam: - <br />STUD NOTCHING <br />�,�ALTERNATE MATERIALS 8CALE: 1/4'=l'-0" <br />1 1 SCALE: 3/4'=1'-0' m*m%v <br />AND BORING LIMITS 11 C � • � ^ <br />8 SCALE:11/2'=1'-0' ►J A <br />