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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) IOd x 1 } NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 18d x 1 } NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOW N WITH <br />(18) 10d x 3 ? NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 18d x 3 + NAILS TO GIRDER <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W (3) 16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W 10d <br />GALV. COMMON NAILS <br />12 O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/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/ 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 Q 24" OIC, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LSS, LT70 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LES (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b �� GIRDER CONNECTOR(S) SCALE 34-1 <br />3/4' T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 10 HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRUSSES <br />Q 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA18 <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 Ni" NAILS TO <br />GIRDER. PROVIDES <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />1x2, 2. WOOD FASCIA -' <br />SEE ARCHITECTURAL <br />2x SECURED W (3) 18d <br />GALV. COMMON NAILS. <br />lx2 SECURED W 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />17 O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP*Y22'x4", <br />8", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROM. 3' <br />O/C TO FACILITATE CNE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />.A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOAN <br />WITH (4) n x 5"TITEN HD TO CMU AND (12) SDS <br />t x 2 } TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WTH <br />(2) } x 5" TITEN HD TO CMU AND (18) SDS t x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2)ex5"TITENHDTOCMUAND(18)SDS }"x3' <br />SCREWS TO GIRDER (EACH TIEDOA N) <br />ENSURE THAT CELLS ARE GROUTED <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 />- - 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE 3a"" <br />IR 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POUREDLINTEL <br />4 1900 UPLIFT (2) SIMPSCN <br />HTSM20 INSTALLED CN <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 114' 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 />2" COVER 8 7 APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE'. 3/4"=1'-6' <br />(2) 2X4 No.2 SYP DIAG. — <br />20 GAUGE BRACE W/ (3) 12d Q EA <br />112 HDG NAILS TRUSS (DIAG. BRACE TO <br />H END. TOTAL OF 10 COVER 5 TRUSSES) <br />0'-0" TO 30'-0- (1) "X" BRACE <br />FLOOR 30'-l" TO 60'-0 (3)-r BRACE <br />GIRDER <br />MAx Ovnx4) (1) "X" BRACE ®CENTER <br />OR 1UL- MA w2m) (2) "X' BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2. WOOD FASCIA <br />lx4 DIAGONAL SEE ARCHITECTURAL <br />BTM. CHORD PRE-ENG GABLE TRUSS <br />PLANFO SEE <br />PLAN FOR LOCATION <br />4 �S� MAY NOT BE STIFFBACK (AS PER <br />n C REQUIRED TRUSS ENG) <br />518"A.8. WITH F�—BTM. CHORDOF <br />:MBEDMENT Tr n WOOD ROOF TRUSSES <br />TO SLAB 8 (18) 18d x <br />2x4 OR 2x6 WOOD BEARING <br />2-112" NAILS TO POST. <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 SE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />PROVIDE BLOCKING <br />4� <br />ADDITIONAL METAL <br />12" GYP. WL. BD. <br />• <br />CONNECTORSNOTa<. <br />e <br />REQUIRED WHEN NO <br />8 '� �' ° <br />UPLIFT IS PRESENT. <br />GIRDER/WOOD POST CONNECTIONS <br />S <br />4 <br />SCALE: 3/4"=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE'.-11'=l'-0" (NO UPLIFT) <br />OUTER 1G OF <br />SPAN ONLY <br />BTM - <br />PLATE <br />DEPTH 114'0 <br />—HOLE EDGE>&T <br />—HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />III HOLE EDGE>W <br />01 <br />HOLE DIAMETER <br />< 3/5'0 DBL. STUD <br />lx4 BTM. CHORD BRACINGIT-0"O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />10'4" O/C MAXSECURED W (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP BTM. CHORD BRACING <br />6 scALE: ya"=r-a <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BILK W 12" DIA <br />ANCHOR BOLT W 7 <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 121s 6' <br />O.C. MAX <br />CONT. 2x4 SECURED W <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED Q <br />10'-0" O.C. MAX <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE 3/4"=,'-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 (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 <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 F1 AND F2 FORCES. <br />J. N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W W W.abdeslgngroup.com <br />AA M: 0003325 <br />V <br />IL <br />sx saiv al LOP <br />ABBOTT PARK <br />IAT #7 BLK #14 <br />PHASE: 4C <br />1pn0j CT/ <br />4 4C-07 41 <br />acoa�s <br />4EBB <br />"1828-CALI" <br />0AVLA0Z swalo>< <br />RIGHT <br />PAOM <br />DETAILS <br />160 MPH EXP. C <br />T12r <br />A <br />Dw10/28/21 <br />ALTERNATE MATERIALS <br />STUD NOTCHING sCAIM 1/4"=1'-O"scALE ya"=1'-0 <br />AND BORING LIMITS 1 1 astmr <br />S 3.1 A <br />