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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DEL STRAP, 1 EACH S10E WRAPS UP. AND <br />OVER TRUSS (NOT SHOWN) <br />41) 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, 2z WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED WI (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4', <br />6'. 8" x V-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <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 />1a 1b 1c TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH 1/4•D <br />—HOLE EDGE -5/6' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 315*0 DBL. STUD <br />STUD NOTCHING <br />�1 AND BORING LIMITS <br />ENGINEERED WOOD TRU <br />® 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 J' NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USEDIN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 }" TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)} x 5" TITEN HD TO CMU AND (18) BOB }" x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />C{2) SIMPSON FGTR GIRDER TIFDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) �' x 57ITEN HD TO CMU AND (18) BOB J' x 3" <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 />17, 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 />S2aTYPICAL ROOF2b 2c GIRDER CONNECTOR(S) S _' <br />8'-0" MAX (W/1X4) <br />FOR 10'-0" MAX <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4" x 21/4' <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 WI10 10d 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 />7' COVER 8 7' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1X4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />lx4 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)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD /+ p /� <br />INTERSECTION TYP. BTM. CHORD BRACING <br />V <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA. <br />TRUSS(DIAG, BRACE TO <br />COVER 5TRUSSES) <br />0'-0" TO 30'4" (1) 'X. BRACE <br />30'-1" TO 60'-0 (3)'X'. BRACE <br />(1) W' BRACE Q CENTER <br />(2) "X' BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-U' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BILK W/ 10 DIA. <br />ANCHOR BOLT W/ T <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) 10d. <br />@ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: <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 (Fl 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 DQ <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 APR <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Ft AND F2 FORCES. <br />ALTERNATE MATERIALS <br />.1 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407.774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />6 <br />stMDIV. & LOT: <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PRGJECTp <br />04181.000-34 21 <br />MODEIA <br />3EAB <br />1504— ALLEX' <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />