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A{I) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 ? NAILS TO TRUSS <br />8-(2) 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 />4 <br />1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 } NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 7 NAILS TO GIRDER <br />1x2, 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 />'ROOF/N/ALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP 92 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 0 24' O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />ENGINEERED WOOD TRU <br />0 24. O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(i) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 ? NAILS TO <br />GIRDER. PROVIDES* <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 A2 2' x 4', <br />6', W x 4'-W 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 />k—A-(1) SIMPSON LGT3-SO82.5 GIRDER TIEDOWN <br />WITH (4) t x 5' TITEN HD TO CMU AND (12) SOS <br />}' x 2 k TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) e x W TITEN HD TO CMU AND (18) SDS }' x <br />1x2, 2x WOOD FASCIA <br />3' TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) 18d <br />(2) ? x 5'TITEN HD TO CMU AND (18) SDS }' x 3' <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12. O/C SEE SCHEDULE <br />SOLID, e' EACH WAY OF BOLTS <br />t 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />d 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d 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 />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, L1430 LBS (2 OR 3 PLY) <br />0 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 6 2' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b 1c <br />TYPICAL ROOF <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) E:3 <br />2a 2b 2c LE:$4=, <br />3 SCALE: 3/4'=/'-W <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 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)')' BRACE <br />SEAMS) <br />W-1' TO 60'-0 (3)'X' BRACE <br />SECURE 2x8 PT. PLATE <br />(1)'X' BRACE 0 CENTER <br />TO BLK W/ irz' 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 8' <br />SEE ARCHITECTURAL <br />MIN. EMOED. AT 32' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12ds 8' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10dk 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />O.C. MAX. <br />OUTER 1/3 OF <br />SPAN ONLY <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE>5/8' <br />—HOLE DIAMETER <br />a 215'0 SGL. STUD <br />HOLE EDGE >5/8' <br />I ;T <br />ol <br />HOLE DIAMETER <br />� 3/6'D DBL. STUD <br />STUD NOTCHING <br />�1 AND BORING LIMITS <br />0 <br />SCALE: 1 1/2'=1'-0' <br />SEE SCHEDULE FOR <br />BOND BEAM REO. <br />BLOCK WALL W/ GABLE END <br />PRE-ENUD TRUSS SCALE:3/4'=1'-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 />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 H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />„ ALTERNATE MATERIALS <br />r r SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />S: 0003325 <br />� <br />aS <br />J <br />• <br />U <br />SY <br />m <br />0 <br />o <br />� <br />ounDiv. ac L/oT <br />SILVERADO <br />LOT #16 <br />BLK #19 <br />PRon=T# <br />04128.002-16191 <br />MODEL& <br />4EAB <br />"1672-ARIA" <br />GAF,AGZ 8TnNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />L� <br />• < 4:c1 <br />DATE: 06/30/20 <br />sCAL.E: 1/4"=1'-0" <br />ISHEET <br />S3.1A <br />