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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />42) SIMPSON HETAi6 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />OBL STRAP,1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />-(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 />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) i6d <br />GALV. COMMON NAILS. <br />bQ SECURED W/ i0d <br />GALV. COMMON NAILS <br />17 O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFAMALL/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, 1_:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />31a (�lb) elc TYPICAL TRUSS! - <br />GIRDER CONNECTOR(S) <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4•D <br />—HOLE EDGE -518" <br />—HOLE DIAMETER <br /><2/5"D SGL. STUD <br />LE EDGE -5/8" <br />HOLE DIAMETER <br />< 3/5"D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: <br />ENGINEERED WOOD TRU <br />@J 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)1 Od 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: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" 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 />LA-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS <br />}" x 2 J TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x V TITEN HO TO CMU AND (18) SOB }" 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 />GALV. COMMON NAILS. <br />(2) }' x 5"TITEN HD TO CMU AND (18) SOB }" x 3" <br />lx2 SECURED W/ lOd 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, 6" 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) 4=1 <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1W x 2 114" <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 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 />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DO\G. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0- TO W-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />V-0" MAX (W/1X4) <br />(1) "X" BRACE @ CENTER <br />OR 1D'-0" MAX (W/2X4) <br />FROM CEANTER TODIVEEDDEOUALLY <br />2x WOOD FASCIA, - <br />71, <br />ix4 DIAGONAL <br />SEE ARCHITECTURAL <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />BRACING, SEE <br />CATION <br />PLAo� <br />STIFFBACK PER—� <br />U <br />J <br />MAIN OOT BE <br />REIRED <br />TRUSS ENG) <br />SS <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />ix4 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />-0 10'" O/C MAXSECUREO W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD p �L <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=V-IY' <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/ 1/2" 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) iOd's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS BCALE:3/a"=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 MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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"=1'4" <br />1441 N. RONALD REAGAN BLYD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.corn <br />AA #: 0003325 <br />Z <br />y <br />� <br />41 <br />lI <br />O <br />h <br />� <br />o <br />64 <br />mm <br />SuBI)m a LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #11 <br />PROJECT# <br />04181.000-06111 <br />MODE .4 <br />3EAB <br />"1504- AUDC <br />GARAGE SIMMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 E C <br />I � 1/25/21 <br />!SCALE: 1/4"=1'-0" <br />S*Iz= <br />S3.1A <br />