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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x i } NAILS TO TRUSS <br />ROOTHING /FLOOR <br />HTSM20 W/10 10d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING <br />TRUSS AND (4)1/4' x 2 1/4" <br />(12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" <br />TITEN 2 ANCHORS TO <br />DSL STRAP, 1 EACH SIDE WRAPS UP AND <br />CONT POURED LINTEL <br />.. OVER TRUSS (NOT SHOWN) <br />C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />WITH (12) I6d x 3? NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL WI1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4)1/4" x 2 114" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />1x2, 2z WOOD FASCIA ACCOMMODATE TRUSS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 SECURED W/ I Od TRUSSES G 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM —y <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1:770 LBS (1 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 />la lb lc TYPICAL TRUSS/ ��-0 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 Not SYP IG2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12TRUSSES WHERE <br />TRUSS (DIAG. BX-BRACING IS PRESENT AT <br />COVER 5 TRUS4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) W' BRACESEAMS) <br />30"1" TO 60'-0 (3) "X" BRACESECURE 2x8 PT. PLATE <br />(1) 'X" BRACE @ CENTERTO BLK W/ 1/2" DIA. <br />�. <br />(2) "X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" <br />FROM CENTER TO END.WASHER SET IN HIGH <br />2x WOOD FASCIA,STRENGTH EPDXY 6" <br />tTO <br />SEE ARCHITECTURALMIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's B" <br />STIFFBACK (AS PERO.C. MAX <br />TRUSS ENG)CONT. 2x4 SECURED W/ <br />(2) tOd's @ EACH TRUSS <br />BE INSTALLED <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 314"=1-0" <br />O NOTCH DEPTH 1/4'D <br />HOLE EDGE >518" <br />Zr" <br />HOLE DIAMETER <br />T 2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />EDGE >5/8" <br />BTA1. E `� I I I �= 3/5•D DBLHOLE E TER <br />PLATE <br />STUD NOTCHING <br />(ANDBORING LIMITS <br />LIMITS <br />SCALE: 1 1/2"=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 $O 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 />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />�-- TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314'=1'-0" <br />I <br />L441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774$078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />_ AA #- <br />MM <br />BvsDIV. to Lo <br />SILVERADO <br />LOT #39 <br />BLK #18 <br />PROJECT <br />04128.00 -39181 <br />WODEL <br />4EBB <br />"1828-CALI" <br />GARAGE BMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH ZXP. B <br />DRINT A07/27/20 <br />BCALE: 1/4"=1'-0" <br />BiIEET <br />S3.1A <br />