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A{,) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 J" NAILS TO TRUSS <br />DSL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10dx 3 J' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }'NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'x 4, <br />5', 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 0 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, 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:34"=1'-0 <br />OTCH DEPTH 1/4•D <br />O <br />OLE EDGE >5/6' <br />I' OLE DIAMETER <br /><215•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />,---HOLE EDGE >5/8' <br />BTM. OLE DIAMETER <br />PLATE < 3/5•D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />ZV 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 />"ROOFIWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE <br />NOTE: APT SYP#27'x 4% <br />6", W 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 GIRDER <br />TIEDOW14 REQUIREMENTS. <br />1—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) BOB <br />*'x 2 J' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2, 2x WOOD FABCIA (21 J' x 5" TITEN HD TO CMU AND (18) SOS j' x <br />SEE ARCHITECTURAL 3" TO GIRDER <br />2x SECURED W! (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. (2) �' x 671TEN HO TO CMU AND (18) SDS J' x 3" <br />lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />BEAM <br />EAM GALV, COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED <br />12' O/C SOLID, W 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 />2a 2b 2c GIRDER CONNECTOR(S) SCALE: 14'=1'-0 <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 WM010d TO <br />TRUSS AND (4) 1/4"x2lX' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19M UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND 14)1/4" x 21/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />7' COVER 8 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-1"TO 60'-0 (3)'X' BRACE <br />SECURE 2x PT. PLATE <br />BRACE 0 CENTER <br />TO BLK W/ 1R" DIA. <br />sa^ MAX (wiixa) <br />(2) X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ <br />oR 1aa' MAx M/ax4) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 5' <br />MIN. EMBED. AT 32' OC <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL <br />MAX. <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO N8 <br />BRACING, SEE <br />P.T. <br />P.T. PLATE W/ 12d's S' <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />i MAY NOT BE <br />TRUSS ENG) <br />2x4 SECURED W/ <br />y REQUIRED <br />(2) tOtl's C EACH TRUSS <br />TO BE INSTALLED @ <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />j_ WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 5-0" O!C SEND WALL OR OTHER <br />MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSEcnoNTYP. 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 />PRE-ENG'D TRUSS SCALE:34' 1'7 <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 (F, 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 Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-U' <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-5078 <br />FAX: 407-774 4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />1 <br />44 <br />stnmrv. de IAT: <br />ABBOTT PARK <br />LOT #23 <br />BLK #7 <br />PROJECT <br />04181.000 23071 <br />MODEU <br />4EAB <br />"1672—ARIA" <br />GARAGE 811rING: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 H C <br />