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IF <br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP "ROOF WALL FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9I 10d. 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 W/10 10d TO <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH ' ROOFNVALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />TRUSS AND (4) 1/4" x 2 114" <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />Dd x 1 NAILS TO <br />6", e" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL S <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />R <br />GIRDER. PROVIDE 5" <br />GIRDER. <br />O <br />W/ 10tl NAILS, 2 ROWS, 3" <br />NAILS, <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 }' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />•• •;'• ACCOMMODATE GIRDER <br />HT5M20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd 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 />ADDITIONAL PLY MAX. TO <br />r1x2, <br />A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />CONTINUOUS BOND BEAM <br />2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS <br />CONK POUREDL LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}'x 2 �' TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES ® 24" O/C, <br />tQ, 2x WOOD FASCIA <br />(2)?" x 5" TITEN HD TO CMU AND (18) SDS }" 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) 18" <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) J' x 5"TITEN HD TO CMU AND (18) SDS J' x 3" <br />lx2 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 />17, O/C <br />SEE SCHEDULE SOLID, W EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />6 ALLOWABLE UPLIFT = U.2365 LBS, L1430 LBS 12 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />Y' COVER & 2" APART <br />C ALLOWABLE UPLIFT= U:2705 LBS(2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c 34=1 ° <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) SCALE <br />2a 2b 2c <br />AL 34-, <br />SCALE:34"=1'0 <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED A$ PER SCHEDULE <br />12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA1220 GAUGE <br />LS A1220 <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />HAG NAILS <br />TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT <br />COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING <br />W EACH END. TOTAL OF 10 <br />SEAMS) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />FLOOR <br />30'-l" TO 6V-0 (3)'W' BRACE SECURE 2z PT. PLATE <br />GIRDER <br />MAx (W/1X4) <br />(1) "X" BRACE @ CENTER TO BLK W/ DIA. <br />71ala <br />OR ia-0" MAX (WnXa) <br />BRACE DIVIDED EQUALLY ANCHOR BOLT W/ <br />BOLT <br />* <br />FROM <br />FROM CENTER TO END. WASHER SET IN HIGH <br />HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />PER ELEVATION <br />�m <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC <br />PRE£NG FLOOR TRUSS <br />BTM. CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/e" GYPSUM BOARD OR tY2" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD <br />Y <br />MIAY NOT BE FOR LOCATION <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />y <br />N a <br />7 <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2)10tl's @ EACH TRUSS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A . WITH <br />BTM. CHORD OF <br />10'-D' O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />2X4 OR 2x6 WOOD BEARING <br />2-12" NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />4. <br />1/2" GYP. WL. BD. <br />a° <br />1x4 BTM. CHORD BRACING 6'-0' O!C <br />END WALL OR OTHER <br />n . e <br />MAX., OR 214 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />• ' i - i n <br />19-9' 0/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />GIRDER/VVOOD POST CONNECTIONS <br />SCALE' 3 4"=1'-0" <br />SCALE 3/4"=V-0" <br />PRE-ENG D TRUSS <br />c <br />J <br />SCALE: 3/4"=1'-(T <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE 3/4"=T-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1r4•0 <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><215'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 (Ft AND F2) LOAD CAPACITIES <br />.HOLE EDGE >5/8" <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 Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5"D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />$ SCALE: 1 1-=1'-0" <br />SCALE: <br />d N. RONALD REAGAN Ell <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />� <br />sue` <br />116yy <br />LLL <br />SVBDIV. Z I.OT: <br />ABBOTT PARK <br />LOT #13 <br />BLK. #9 <br />PROJECT# <br />04181.000-13091 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 7919IIJG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />