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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 k' 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) 10d x 3 k NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }" 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/ IOd <br />GALV. COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON - <br />"ROOFMALL/FLOOR <br />HTSM20 WI1010d TO <br />SHEATHING <br />TRUSS AND (4)114" x 2 114" <br />FASTENER SCHEDULE' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP 02 2" x 4", <br /># 1900 UPLIFT (2) SIMPSON <br />6', 8" x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON <br />W/ 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />OIC TO FACILITATE ONE <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX, TO <br />TRUSS AND (4) 114" x 2 1 /4" <br />ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO <br />ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1-:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />S <br />lb 1c TYPICAL TRUSS/ SCALE: 3/4- <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) "X" BRACE <br />SEAMS) <br />30'-1" TO 69-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK W/ 1/2" DIA. <br />(2)'W 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 />ZE-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) 1 Od's @ EACH TRUSS <br />TO BE INSTALLED 0 <br />.. <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=1'-0" <br />NOTCH DEPTH 1/4•D <br />O <br />HOLE EDGE -5/8" <br />HOLE DIAMETER <br />215•0 SOL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />EDGE >&V' <br />BTM.\�"III I `—HOLED DBLE PLATEE STUD <br />STUD NOTCHING <br />AND BORING LIMITS <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 H10A 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 FI AND F2 FORCES. <br />ALTERNATE MATERIALS <br />1 1 SCALE: 3/4"=V-0" <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 SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774 1078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />slit <br />0 <br />b <br />o <br />05 <br />sunDm ag LOT: <br />SILVERADO <br />LOT #34 <br />BLK. #18 <br />1p1t0amT# <br />04128.002-34181 <br />MODZU <br />4EBB <br />"1828-CALI" <br />GARAGIC aVIING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH <br />is, <br />1 SCA X: 1/4-=1'-0- 1 <br />S3.1A <br />