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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />mmmmN <br />Q 24- O/C, SUBMIT SHOP <br />'ROOFANALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />ANDAPPROVAL <br />FASTENER SCHEDULE' <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 1od x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 TO <br />B-(2) SIMPSON HETA78 TRUSS ANCHOR WITH 'ROOFIWALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4•, <br />AND (4) 1d <br />TRUSS AND (4) i/4' x 2 1/4' <br />SHEATHING <br />16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' <br />1 x 1 ?NAILS TO <br />6', 8' x MAY BE ADDED <br />ro <br />TITEN 2 ANCHORS TO <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />DBI , <br />GI <br />GIRDER. PROVIDES' <br />E <br />NAILS, <br />W/ 10d NAILS, 2 ROWS, 3' <br />LINTEL <br />CONT POUREDLINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4', <br />EMBEDMENT. USED IN <br />CONJUNCTION <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 1Od x 3 }' NAILS TO GIRDER AND 6', 6' x 4'-0' MAY BE ADDED <br />WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE -ENO TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-6DS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS <br />CONTINUOUS BOND BEAM <br />tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) }' x W TITEN HD TO CMU AND (12) SDS <br />CONT LINTEL <br />SEE ARCHITECTURAL <br />}• x 2 }' TO GIRDER <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0 24' O/C, <br />lx2, 2x WOOD FASCIA <br />(2) e x 5' TITEN HD TO CMU AND (18) SOS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />12' O/C FOR REVIEW <br />2x SECURED W/ (3) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }' x 5-TITEN HO TO CMU AND (18) SDS }' x 3' <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12' 0/C <br />SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE. UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LES, 1- 1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = U85 LBS(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1 a 1 b 1 c <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S)"` 374='"° <br />2a 2b 2c <br />`_'"° <br />SCALE:34'=1'-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4' T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d ® EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING <br />W/ 10dzi/2 HDG NAILS <br />SEAMS) <br />0'-0' TO 30'-0' (1) -X- BRACE <br />0 EACH END. TOTAL OF 10 <br />W-1- TO 60'-0 (3) -X- BRACE SECURE PT. PLATE <br />PER ELEVATION <br />(1) -X- BRACE 0 CENTER / 1 <br />TO BLK W/ 1/2' DIA. <br />FLOOR <br />(2) -X- BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />GIRDER <br />6'-0- MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6- <br />* <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX. <br />p <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE <br />28"P.T. <br />FLOOR TRUSS <br />CHORD <br />d' <br />PLATE W/ 12d's 8'BTM. <br />O.C. MAX <br />WEI' GYPSUM BOARD OR 1/2'HIGH <br />BRACING, SEE <br />STIFFBACK (AS PERPRE•ENG <br />TRUSS ENG) <br />STRENGTH CLG. BOARDMAY <br />I.Fz <br />PLAN FOR LOCATION <br />CONT. 2x4 SECURED W/ <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />iv ¢ <br />NOT BE <br />REQUIRED <br />iF�-- <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLEDISd <br />TOENAILS10'-O'O.C. <br />MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/6' A.B. WITHBTM. <br />CHORD OF <br />MINT EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2' NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL. BD. <br />1x4 BTM. CHORD BRACING V-O' O/C <br />END WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />4 4 <br /># 9, i o. <br />10'-0' O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />7 PRE-ENG'D TRUSS SCALE 34'=1'-0" <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE:34'=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />SCALE: 3/4'=1'-O' <br />(NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4.O <br />HOLE EDGE >5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5'D SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HOLE EDGE >518' <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 />01 <br />SUBJECT TO Fi AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5'D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />1i <br />AND BORING LIMITS <br />8 6DALE: i ,/2•=,'-U1 1N2'=1'-0' <br />SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abd"gngroup.com <br />L AA #: 0003325 <br />�rr <br />N <br />q <br />b <br />b <br />NJ <br />aIMMV. S. LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />PROJECT# <br />04181,000-13081 <br />MOaEI <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />aZ <br />Dw09/30/20 <br />8CALE: 1/4"=1'-O" <br />eHEST <br />S3.1A <br />