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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />HTSM20 WI1010d TO <br />SHEATHING <br />x 1 NAILS TO TRUSS FASTENER SCHEDULE" <br />TRUSS AND x 2 1l4" <br />DBL STRAP, <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />TITEN 2 ANCHORS TO <br />H RS <br />OVER TRUSS (NOT SHOWN) <br />POURED CONT LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }' NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", <br /># 1900 UPLIFT (2) <br />(2) SIMPSON HETA18 TRUSS ANCHORS 6", 8" x 4'-W MAY BE ADDED <br />Wl 10d NAILS, 2 ROWS, 3" <br />EDONSIMPSON <br />HTSM20 INSTALLED ON <br />PRE -ENO TRUSS <br />WITH (12)16d x 3 � NAILS TO GIRDER O/C TO FACILITATE ONE <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4)114" x 2 1/4" <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED Wl (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1 x2 SECURED W/ 10d TRUSSES @ 24" OIC, <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 1c <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />°� <br />GIRDER CONNECTOR(S) <br />3 SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS W-U' O.C. (AT <br />O PRE{NG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />6'-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br />(2) 2X4 No,2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE Wl (3)12d @ EA. TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />tx4 DIAGONAL <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />BTM.CHORD <br />FOR STRAPPING <br />0'-0" TO 30'-0" (1) "X" BRACE) <br />BRACING, SEE <br />O <br />VERIFY <br />30-1" TO 60'-0 (3)'7C" BRACE SECURE 2x8 PT. PLATE <br />``LL <br />````IIILLLLIII��� N PLAN FOR LOCATION <br />U <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />(1)'W BRACE ® CENTER TO BLK W/ 1/2" DIA. <br />Q a MAY NOT BE <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />(2) "r BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />t`+ d 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 W112d's 8" O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />s <br />P.T. PLATE W/ 12d's 8" <br />CONE. POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10d's Q EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />1M 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 />10-0" O/C MAXSECURED WI (2)10d DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BOND BEAM REQ. <br />INTERSECTION TYP, BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 <br />SCALE:34"=1'-0 <br />1 <br />4 <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=l'-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-0" <br />NOTCH DEPTH IWO <br />HOLE EDGE -SW <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />OLE DIAMETER <br /><2/5.0 SOL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113F <br />FOLLOWING <br />SPAN ONLY <br />HOLE EDGE >5/6' <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 (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 />011 <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, Ft, AND F2 <br />I <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />J <br />PLATE < 3/5"D DBL. STUD <br />SUBJECT TO F7 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: i i/2"=1'-0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-774 4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />F <br />T <br />fit <br />a <br />�ll <br />auHDIV. & LOT <br />SILVERADO <br />LOT #36 <br />BLK #18 <br />PROJECT# <br />04128.002-36181 <br />MODEIt <br />4EWB <br />"1499—FREEPORT" <br />GARAGE a1RNO: <br />LEFT <br />PACE: <br />DETAILS <br />llQ150 MP XP. <br />