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{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 k" NAILS TO TRUSS <br />42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) t6d x i } NAILS TO TRUSS <br />DBL STRAP,1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />416) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }'NAILS TO GIRDER <br />!, 2x WOOD FASCIA <br />E ARCHITECTURAL <br />SECURED W/ (3)16d <br />LV. COMMON NAILS. <br />! SECURED W/ 10d <br />,LV. COMMON NAILS <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#22"x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3". <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <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 />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />la lb 1 c TYPICAL TRUSS/ GIRDER CONNECTOR(S) - <br />NOTCH DEPTH 1/4"0 <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 215•0 SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />,---HOLE EDGE >518" <br />ol <br />BTM. HOLE DIAMETER <br />PLATE <3/5`D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />o SCALE: 1 12"=1'-0" <br />ENGINEERED WOOD TRU <br />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(I) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 } NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#22"x4", <br />6", 8" x V.(r MAY BE ADDED <br />W/ 1 Od NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) r x 5" TITEN HO TO CMU AND (12) SDS <br />}" x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) } x 5" TITEN HD TO CMU AND (18) SOS }" x <br />tx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />(2) /t' x 5"TITEN HD TO CMU AND (18) SOS }" x 3" <br />GALV. COMMON NAILS. <br />ix2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2a 2b 2c TYPICAL ROOF - <br />GIRDER CONNECTOR(S) <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/101 Od TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL WN0IDd TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2"APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 N0.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 601-0 (3) "X" BRACE <br />6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER <br />FOIVIDED <br />R 10'-0" MAX (W/2X4)le FROM CENTERTO E OEQUALLY <br />2x WOOD FASCIA, - <br />HAGONAL SEE ARCHITECTURAL <br />. CHORD PRE-ENG GABLE TRUSS—� <br />-ING, SEE <br />J FOR LOCATION STIFFBACK (AS PER <br />NOT BE TRUSS ENG) <br />UIRED <br />CHORD OF <br />O ROOF TRUSSES <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 />10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTIONTYP. BTM. CHORD BRACING <br />6 SCALE: 3/4'=1'-0" <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0- O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 1 Od's Q EACH TRUSS <br />TO BE INSTALLED <br />IT-O" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />7 PRE-ENG'D TRUSS SCALE: 3/4""=1'-0-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <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 />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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-U' <br />i"i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />mm <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngrouP"c <br />000332. <br />Q <br />N <br />L <br />V <br />3y <br />U <br />0 <br />h <br />� <br />b <br />V <br />40) <br />0 <br />Z <br />i <br />8U13DIV as LOT <br />ABBOTT PARK <br />LOT #4 <br />BLK. #11 <br />PROJECT# <br />04181.000-04111 <br />MODEL <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8'• MG: <br />LEFT <br />PAGE: <br />DETnE <br />160 MPHC <br />