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A41) 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 ROOFNVALUFLOOR <br />HTSM20 TO <br />d"x <br />(12) 16d x 1 }'NAILS TO TRUSS SHEATHING <br />FASTENER SCHEDULE" <br />TRUSS AND <br />AND (4)1 x 2 1l4' <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />H RS <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) tOd x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", <br />10d x 3N <br /># 1900 UPLIFT (2) <br />(2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />EDONSIMPSON <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 1Gd TO <br />ADDITIONAL PLY MAX. TO <br />1/4 <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TT EN 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 />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />2" COVER 8 2" APART <br />REPAIR <br />OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b 1c ` 4„=1` <br />MISPLACED <br />TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />3 3E,MBEDDED <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'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 />0 <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 />tx4 DIAGONAL <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />BTM. CHORD <br />FOR STRAPPING <br />0'4" TO 30'-0" (1) "X" BRACE SEAMS) <br />BRACING, SEE <br />O <br />VERIFY <br />�_ <br />3V 1"TO 60'-0 (3)'W BRACE SECURE 2x8 PT. PLATE <br />PLAN FOR LOCATION <br />SECURE 2x6 PT. PLATE TO SLK <br />WI TRUSS PLAN <br />(1) "X" BRACE @ CENTER TO BLK WI 1/2" DIA. <br />Q V >d MAY NOT BE <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />N a I— REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END, WASHER SET IN HIGH <br />y� <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 />P.T. PLATE W/ 12d's 8" <br />CONC.POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 10d'2EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />1x4 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 W/ (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 RED. <br />INTERSECTION TYP. BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 <br />SQALE:34"=,'-0' <br />4 <br />GABLE TRUSS @ CMU WALL <br />SCALE: 314"=l'-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0" <br />NOTCH DEPTH 1/4'D <br />GE>5/6" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />METER <br />L. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLYOF <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 />qH <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES <br />ASTHEONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />01 <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 />BTM.HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE< 3/5'0 DEL. STUD <br />SUBJECT TO Fi AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE:112"=1'•0" <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327E10 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />>r <br />H <br />0 <br />xa <br />6 <br />Susz)rv. & LOT: <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PROJECT <br />04128.001-38181 <br />MODEIt <br />4EWB <br />"1499—FREEPORT" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />