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A-(1) SIMPSON HETA+6 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 ROOFNJALLIFLOOR <br />H <br />HTSM20 <br />(12)16d x 1 J" NAILS TO TRUSS SHEATHING <br />FASTENER SCHEDULE" <br />TRUSS AND (4)1/4" x 2 1I4" <br />AND O1/ ' x <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP fF2 2" x 4", <br />1900 UPLIFT (2) <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />H EDONSIMPSON <br />HPPOSI INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA78 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND x 2 7/4" <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />H RS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED W/ (3) i6d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />lx2 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 = UA810 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 & 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />1a 1b 1c � <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />3 <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/1 X4) <br />R 10'-0" MAX (W/2X4) <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 />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'-0" TO 30'-0' (1) "X" BRACE <br />BRACING SEE <br />LOCATION <br />VERIFY <br />30'-1" i0 80'-0 (3)'OC' BRACE SECURE 2x8 PT. PLATE <br />`` <br />````IllIII,,,,, PLAN FOR LOCATION <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />41 >a> MAY NOT BE <br />W/ 112" DIA. ANCHOR BOLT W/ 2" <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" <br />iv F 0_ F REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END. WASHER SET IN HIGH <br />STRENGTH EPDXY 5' 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 />P3. PLATE W/ 12d's 8" <br />POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />LINTEL <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) I0d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />lx4 BTM. CHORD BRACING 8'-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 />19-0" 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 />r l <br />GABLE END BRACING W/ PRE-ENG <br />c <br />SCALE:3/4"=V-9' <br />GABLE TRUSS @ CMU WALL <br />A <br />4 <br />SCALE: 3/4"=1'-V' <br />LOCKWALL W/ GABLE END <br />DBLOCK <br />TRUSS scALE:34"=+'-o" <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >5l8" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><2/5'D SGL. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 1/3 <br />FOLLOWING <br />SPAN ONLY°F <br />HOLE EDGE >6/8" <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 (Fi 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 />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, F1, AND F2 <br />BTM. HOLE 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 Ft AND F2 FORCES, <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: i I-- <br />ALTERNATE MATERIALS <br />S <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />L AA $: 0003325 <br />s <br />C <br />i <br />tr <br />■ <br />o <br />6 <br />SUBDM 89 LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />PROJECT <br />04181.000 07071 <br />MODEU <br />4EWB <br />"1499—FREEPORT" <br />GARAGE RWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. G <br />CT <br />RO�A H A ABODGKO CRA <br />L AA NO 9WM A <br />D r`. 10/12/20 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S3.1A <br />