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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />@ 24" O/C, SUBMIT SHOP <br />"ROOFAVALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(i) SIMPSON HETA16 <br />B{2) SIMPSON HETAII 6 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />TRUSS AND'(4) 11//4Tx02 114" <br />SHEATHING <br />(12)16d x 1 }' NAILS TO TRUSS <br />(9) tOtl x 1 }• NAILS TO <br />6", 8" x 4'-0• MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 6' <br />W/ 10d NAILS, 2 ROWS, 3" <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 }" NARS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6". 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ 10d NAILS, 2 ROWS, 3" <br />WITH (12)16d x 3 " NAILS TO GIRDER O/C TO FACILITATE ONE <br />} <br />CONNECTOR <br />CONNECTOR <br />BLOCK WALL TO <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />)19 x 2 <br />TRUSS AND (4) iM' z 2 114" <br />S TO <br />ANCHOOUREDR <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5' TITEN HO TO CMU AND (12) SDS <br />_ <br />CONT LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <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 @ 24" O/C, <br />tx2, 2x WOOD FASCIA <br />(2) }" x 5• TITEN HD TO CMU AND (1 B) 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) t6d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />2 x 5'TITEN HD TO CMU AND (18) SDS }" x 3' <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NA NS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O/C <br />SCHEDULE <br />SEE SCSOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN, <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LEIS (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 <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) s ALE: 3/°"=''-0" <br />2a 2b 2c <br />L 1 <br />SCALE 314"=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/ 12d EA. TRUSSES WHERE <br />(G <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />LSTA1220 GAUGE <br />SEAMS) <br />W/ 10dxl/2 HDG NAILS <br />0'-0" TO 30'-0" (1) "X" BRACE <br />EACH END. TOTAL OF 10 <br />30A- TO 60'-0 (3) "X" BRACE SECURE PT. PLATE <br />(1)"X"BRACE @ CENTER /l <br />TO BLK W/ DIA. <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL T W/ 2" <br />GIRDER <br />6-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />OR 10'-0" MAX (W/2X4)� <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />PER E VATIONSECURE <br />ix4 DIAGONAL <br />PRESNG GABLE TRUSS GABLE TO <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />8" <br />P.T. PLATE W/ 12d's B" <br />STIFFBACK (AS PER O.C. MAX <br />SGYPSUM BOARD OR 1/2"HIGH <br />PLAN FOR LOCATION <br />TRUSS EKG) CONT, 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />� U a <br />MAY NOT BE <br />(2) 10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w! (2) <br />i°1 a <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0' O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18) 16d x <br />SEE SCHEDULE FOR <br />hy 2x4 OR 2x6 WOOD BEARING <br />2-1'" 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 />a. <br />ill" GYP. WL. BD. <br />- <br />1x4 BTM. CHORD BR, 6'-0" O/C <br />END WALL OR OTHER <br />< <br />e <br />OR <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />-• 8 i :% • . e. <br />10'-0" MAXSECURED W/ (2)10d <br />COMMON AT CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />NAILS EACH <br />7 <br />INTERSECTION TYP. C BTM. <br />CHORD BRACING <br />PRE-ENGD TRUSS SCALE:3l4"=1'-0" <br />GIRDER/WOOD <br />POST CONNECTIONS <br />6 <br />SCALE:34'=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'4° (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4'D <br />° HOLE EDGE>5/6" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <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 (Fi 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 />oll <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5'0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />SCALE:34"='-W <br />8 <br />SCALE: 1 1!2"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L. AA #: 0003325 <br />F <br />h <br />� <br />may.. <br />1 <br />0 <br />Vo <br />