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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br />M 1100 UPLIFT SIMPSON <br />(9) 10d x 1 e NAILS TO TRUSS <br />'ROOF(WALUFLOOR <br />HTSM20 W/10 10d TO <br />B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH <br />SHEATHING <br />1/4' <br />(12) 16d x 1 e NAILS TO TRUSS FASTENER SCHEDULE' <br />TT EN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP R2 2' x 4', <br />M 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 } NAILS TO GIRDER AND 8', 8' x 4'-0' MAY BE ADDED <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA18 TRUSS ANCHORS WI 10d NAILS, 2 ROWS, 3' <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 �' NAILS TO GIRDER 0/C TO FACILITATE ONE <br />BLOCK WALL W/10 lod TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) 1!4' x 2 1/4' <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES @ 24- O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />2' COVER 8 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a lb is Dy4rr°� <br />3 <br />GIRDER CONNECTOR(S) <br />SCALE: 3/4'=1'-0' <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />0'-0- TO 30'-0' (1) -X- BRACE SEAMS) <br />3V-1- TO 60'-0 (3) -X- BRACE SECURE 2x8 PT. PLATE <br />(1)'X' BRACE* CENTER TO BLK W/ 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 ENO) 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: 3/4'=1'-0' <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE>5/6• <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><215'D 3GL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 F <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE >5/8' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 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 />ol <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, F1, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5'D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 <br />MATERIALS <br />SCALE:11/2'=1'-0' <br />SAALTTKERNATESCALE: <br />3/4'=1'-0' <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH; 407-774-6078 <br />FAX: 407.7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />r <br />� <br />Itl <br />hp <br />C <br />� <br />kT <br />a <br />SUBDM Be LOT <br />SILVERADO <br />LOT #3 <br />BLK #1 <br />PROJECT <br />04128.001-03011 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE 57RN0: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />L —M NO 93M j <br />MMOIN <br />DA 12/01/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />