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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 f' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFAWALL/FLOOR <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />HTSM20 TO <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />TRUSS AND (4) 1/, <br />AND x 21/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DBI STRAP, , <br />H S <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP #2 2' x <br />(16) 10d x 3 }'NAILS TO GIRDER AND E <br />6', 8" x 4'-0" MAY BE ADDED <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (1.2) 16d x 3 }'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 (4) 1/4" x 2114" <br />W, 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 W/(3)1. <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />iX2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' O/C FOR REVIEW <br />AND APPROVAL <br />- <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = UA810 LBS, 1-: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 & APART <br />TYPICAL TRUSS/ <br />REPAIR <br />OF MULTIPLE <br />1a 1b 1c SCALE 3/4-T-O' <br />��MISPLACED <br />TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />SCALE 3EMBEDDED <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-6' O.C. (AT <br />O PRE -EN WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 024" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />e-a• M" pvnx4) <br />OR 1a-0` MAX 1WRX4) <br />0 <br />(2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN <br />� <br />BRACE W/ (3) *, @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />1x4 DIAGONAL <br />BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />SEAMS) <br />0'4" TO 30'-0" (1) "X"BRACE <br />BRACING, SEE <br />LOCATION <br />VERIFY <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />`IL PLAN FOR LOCATION <br />Fz <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />(1) "X" BRACE 0 CENTER TO BLK W/ 1R" DIA. <br />p >2 d MAY NOT BE <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2' <br />(2)'7(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />m Z REQUIRED <br />WASHER SET IN HIGH <br />.1 <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 3Z' 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 6' O.C. MAX <br />RE-ENG GABLE TRUSS SECURE GABLE T02x8 <br />P.T. PLATE W/ 12d's 6' <br />CONC.POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />TRUSS ENG) CONT, 2x4 SECURED W/ <br />(2)10d" C EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX. <br />tx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CONT. 2"SECURED W/ (2) 10d'. C EACH <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED 0 10'-0" O,C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BofJO BEAM REQ, <br />INTERSECTION TYP. BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />6 <br />4 <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'4y" <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 3!4"=1'-0 <br />NOTCH DEPTH 114•D <br />QLE EDGETER <br />HOLE DIAMETER <br />DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><2/5•D 6GL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLYNLY <br />HOLE EDGE >5/8" <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 (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 />J � <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. OLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5•D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1 2'=1'-0 <br />ALTERNATE MATERIALS <br />(S)2 <br />SCALE: <br />d N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />6 <br />a <br />9vHDIV ae LOT: <br />ABBOTT PARK <br />LOT# 15 <br />BLK. 11 <br />[PROJECT <br />04181.00t-15111 <br />MoDm o <br />4EWB <br />"1499—F'REEPORT" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />