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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 }" 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 }'NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 � NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) i6d <br />GALV. COMMON NAILS. <br />1x2 SECURED Wl 10d <br />GALV, COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM -� <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON <br />"ROOFANALL/FLOOR HTSM20 W/1010d TO <br />SHEATHING TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />NOTE: A PT SYP #2 2" x 4", It 1900 UPLIFT (2) SIMPSON <br />6", 8" x 4'-0" MAYBE ADDED HTSM20 INSTALLED ON PREENG TRUSS <br />WI 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF <br />O/C TO FACILITATE ONE BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO TRUSS AND (4)114" x 2 1/4" <br />ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS. 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, 1- 770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 0430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) =V-0 <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA.ft(2)10d <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TOX-BRACING <br />IS PRESENT AT <br />COVER 5 TRUSSES)4'4" <br />O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1)'W' BRACESEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACESECURE <br />2x8 PT. PLATE <br />(1) "X" BRACE @ CENTERTO <br />BLKW/ 1l2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/ 2" <br />FROM CENTER TO END,WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6" <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 32"OC <br />MAX. <br />3E-ENG GABLE TRUSSSECURE <br />GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG)CONT. <br />2x4 SECURED W/ <br />'s @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" D.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 114'D <br />OLE EDGE>5/8" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />OLE DIAMETER <br />2/5'D SGL. STUD <br />USEDSO LONG AS THEY CONFORM TO THE <br />OUTER 113SPAN <br />FOLLOWING <br />HOLE EDGE >SW <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />UPLATE <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 I5 NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />< 3/5"D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES, <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />SCALE: 1 1/2"=1'-0" <br />sALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=9-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroupcom <br />AA #: 0003325 <br />bk <br />C <br />iTa <br />� <br />6 <br />i: <br />L <br />L..... <br />OM <br />avHDrv. ae L0714 <br />SILVERADO <br />LOT #50 <br />BLK #18 <br />Tip <br />04128.002-50181 <br />MODEL." <br />4EBB <br />"1828-CALL" <br />GARAGE aWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />