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A11) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 J' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x i J' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />11,2, 2x WOOD FASC4 - <br />SEEARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W! 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#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 Q 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) SCALE'S/4"=1'-0" <br />NOTCH DEPTH 1/4'D <br />HOLE E IrDIAMETER <br />HOLE DIAMETER <br />2/5'D SGL STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.— <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />SCALE: 1 1/2'=1'-0" <br />EDGE >5W <br />HOLE DIAMETER <br /><315'D DBL. STUD <br />ENGINEERED WOOD TRU <br />Q 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) 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 />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#22'x4". <br />611, 8" x 4'-0" MAYBE ADDED <br />W! 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />L-AT D GIRDER TIEDOWN <br />TO <br />WITH (4) �" z 5" TITEN HD TO CMU AND (12) SIDS <br />(4)J'x "TITEN <br />}'x 2}" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)k" x 5" TITEN HD TO CMU AND (18) SDS }" x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2z SECURED Wf(3) 16d <br />(2)�' x 5"TITEN HD TO CMU AND (18) SIDS +' x 3" <br />GALV. COMMON NAILS. <br />1x2 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 />TYPICAL ROOF <br />2Q GV Lc GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d 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 W/1010d 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 2ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: <br />(2) 2114 No.2 SYP OIAG. 2,1 BLOCKING BETWEEN <br />BRACE W/ (3) 12d Q EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X43RACING IS PRESENTAT <br />COVER 5 TRUSSES) 4'-0" O.C.(AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />"X" BRACE Q CENTER TO BLK W/ D <br />OR 10'-0^ MAXI. * <br />2 X" BRACE DIVIDED EQUALLY L / <br />( )" ANCHOR BOLT W!IG <br />^ <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />1x4 DIAGONAL <br />BTM. CHORD <br />MIN. EMBED. AT 32" OC <br />SEE ARCHITECTURAL <br />MPX <br />BRACING, SEE <br />PLAN FOR LOCATION <br />PRE-ENG GABLE TRUSS SECURE GABLE T02x8 <br />P.T. PLATE W! 12d's 8" <br />MAY NOT BE <br />-ry — <br />STIFFBACK (AS PER O.C. MAX <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W! <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED Q <br />BTM. CHORD OF <br />TT_ Tf TT WOOD ROOF TRUSSES <br />O.C. MAX. <br />I o'-0" <br />1z4 BTM. CHORD BRACING 6'-0" O/C —END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1 T-O" O!C MAXSECURED W1(2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0 <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-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 MAYBE USED SO LONG AS THE NEW STRAP HAS <br />EQ <br />UIVALENT 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 />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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Ft AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />04 <br />ii <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroup.00rn <br />AA #: 0003325 <br />F <br />0 <br />Q <br />9 <br />m <br />i <br />® <br />c <br />S <br />c <br />LIN' <br />9XMDIV. & LOT: <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT <br />04181.000-32071 <br />MOMM <br />3EAB <br />"1504—ALLEX" <br />GAItAOE SMMG: <br />LEFT <br />PAGE: <br />DETAILS <br />L160 MPH ER. C <br />