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A41) SIMPSON HETAI6 TRUSS ANCHOR WITH <br />(9)1 Od x 1 k" NAILS TO TRUSS <br />B-(2) SIMPSON HETAl6 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 />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETAI6 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED Wl (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 />"ROOFMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W110d 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 @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) SCALE: Slass-1 <br />NOTCH DEPTH 1/4•13 <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 2l5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE >5/8" <br />01 <br />BTM. HOLE DIAMETER <br />PLATE < 315'0 DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />0 SCALE: 1 12"=1'-0" <br />@ 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETAi 6 —. <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF{WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />\—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J" x 5" TITEN HO TO CMU AND (12) SDS <br />}" x 2 j" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1 x2, 2x W 000 FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />(2) }" x 57ITEN HD TO CMU AND (18) SDS }" x 3" <br />lx2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />BEAM <br />GALV. COMMON NAILS SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C <br />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 />2a 2b 2c TYPICAL ROOF DA-LE-3/4'=I'-O' <br />GIRDER CONNECTOR(S) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4" x 2 1W <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19DO UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL WI10 10d TO <br />TRUSS AND (4)114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENGTRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ 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 />01-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />39-1" TO 60'-0 (3)'X- BRACE <br />SECURE 2xB PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK 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 ENO) <br />CONT. 2x4 SECURED W/ <br />(2)1 Od's @ EACH TRUSS <br />TO BE INSTALLED <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:3/4"=l'-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 (Fl AND F2) LOAD CAPACITIES <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 F1 AND F2 FORCES. <br />&ALTIERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />L441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 A <br />Y <br />c <br />Ll <br />BUBDIV. S. I,oT <br />SILVERADO <br />LOT #5 <br />BLK. #19 <br />PROJ=T <br />04128.001-05192 <br />MODZIU <br />4EAB <br />"1672-ARIA" <br />GAI%AOIC 81IFnvc: <br />RIGHT <br />PADS: <br />DETAILS <br />150 MPH EXP. B <br />