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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />HTSM20 <br />(12)16d x 1 "NAILS TO TRUSS SHEATHING <br />(4)1/ "TO <br />TRUSS AND (4)1l4" x 2 1/4" <br />AND x <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP#22"x4", <br />(16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA76 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND x 2 114' <br />1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />HORS" <br />TITEN 2 ANCHORS TO <br />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 />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />2" COVER 8 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b 1� s�aa�� <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />3 <br />SCALE:34"=1'-0 <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES —� <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENGO WOODTRUSS <br />SHEATHING SEAMS) (BLOCKING <br />(TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />6'-0" MAX (W/1X4) <br />OR 10'-0" MAX (Wl2X4) <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 />1x4 DIAGONAL <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />BTM.CHORD <br />FOR STRAPPING <br />SEAMS) <br />01-0" TO 30'-0" (1) W BRACE <br />BRACING, SEE <br />°..,. VERIFY <br />30'-1-TO 60'-0 (3) 7C' BRACE SECURE 2x8 PT. PLATE <br />PLAN FOR LOCATION <br />SECURE 2x6 PT. PLATE TO BLK <br />';:... W/ TRUSS PLAN <br />` ' <br />(1) TO BLK W/ "X'• BRACE ® CENTER DIA. <br />` MAY NOT BE <br />4I — <br />� <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOOLL T W/ 2" <br />iv N a REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END, WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />BTM, CHORD OF <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />SEE ARCHITECTURAL <br />MAX, <br />WOOD ROOF TRUSSES <br />PLATE W/ 12d's 8" O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2X8 <br />y� <br />P.T. PLATE W/ 12d's 8" <br />CONC. POURED <br />STIFFBACK (AS PER O.C. MAX <br />I <br />LINTEL COURSE <br />TRUSS ENG) CONT. 20 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX, <br />W BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 2X4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />CONT. 2X4 SECURED W/ (2)10d's @ EACH <br />10'-O" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BONG BEAM RED. <br />INTERSECTION TYP. BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 <br />s°ALE:3a"=1-o" <br />4 <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=V-0" <br />BLOCK WALL W/ GABLE END <br />` <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-0'• <br />NOTCH DEPTH 114*0 <br />HOLE EWE <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />METERL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />113 °F <br />PAN <br />FOLLOWING <br />ONLYTER <br />HOLE EDGE >5/8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_A) <br />AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl 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 />BTM, OLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE< 3/5'0 DBL. STUD <br />SUBJECT TO F, AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS 0 <br />SCALE: 1 1Y2"=1'-0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 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.abdesWgroup.com <br />AA #: 0003325 <br />T <br />s, <br />C <br />p <br />a <br />LTHDIV. a LOT. B <br />SILVERADO <br />LOT #14 <br />BLK #19 <br />PROJECT# <br />04128.002-141 1 <br />MODEU <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 9WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dw 07/24/20 <br />SCALE: 1/4"=1'—O" <br />B*MZT <br />S 3.1 A <br />