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A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 �' NAILS TOTRUSS <br />B-(2) SIMPSON HETA16 TRUSSANCHOR WITH <br />(12)16d x 1 }" NAILS TOTRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWM) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(18) 10d x 3 }' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }' NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFA AALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP 02 2' x 4", <br />8", 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 ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 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 />STYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) BCALE:34"=,'-a' <br />SS <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />518" GYPSUM BOARD OR 1/7' 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 />24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) iOd x 1 ?' NAILSTO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNAALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 2' x 4", <br />6", 8" x 4'4' MAY BE ADDED <br />W/ 10d NAILS, 2 ROM, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />1—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) e' x 5" TITEN HD TO CMU AND (12) SDS <br />t' x 2 ?'TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) SDS �' x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WATH <br />2x SECURED W/(3) 16d <br />(2) i' x 5"TITEN HD TO CMU AND (18) SDS <br />GALV. COMMON NAILS. <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 />12" O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN.) <br />2a 2b 2C TYPICAL ROOF SCALE:3/4"=V-a' <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG NAILS <br />®EACH END, TOTAL OF IO <br />FLOOR <br />GIRDER <br />iTT4 W/ 5/8" A.B. WITH <br />AIN. 7" EMBEDMENT <br />TO SLAB 8 (18) 18d x <br />2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST. <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />12" O/C STAGGERED. ° <br />ADDITIONAL METAL 12" GYP. WL. BD. <br />CONNECTORS NOT y°�.� a' <br />REQUIRED WHEN NO <br />.S e.. <br />UPLIFT IS PRESENT. <br />5 GIRDERNVOOD POST CONNECTIONS <br />q� <br />SCALE: 3/4"=1'-a' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 SCALE: (NO UPLIFT) <br />^y NOTCH DEPTH 1/4ro <br />v <br />x�7 OLE EDGE>5/8" <br />I' OLE DIAMETER <br /><z/SroscL STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE>5/8" <br />01, <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D D.L. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />� scALE:1 vz'=r-a' <br />e-O' MAX "IIX41 <br />OR 1a-O'MAX(W/ 4) <br /># 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 POURED LINTEL <br />At 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114' <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 />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />lx4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORDOF <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 <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d @ EA <br />TRUSS (DJAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X' BRACE <br />30'-I TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) W' 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 MERE <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 37OC <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) 1Od's ® EACH TRUSS <br />TO BE INSTALLED@ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS � � <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 LONGAS 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 TOWND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON HI OA 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 Fl AND F2 FORCES. <br />aAjER��� <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />;a <br />iS <br />�tc <br />t <br />C <br />Mo <br />avaniv ae L/OT <br />ABBOTT PARK <br />LOT #8 <br />BLK. #13 <br />Plt0n=T# <br />04181.000-08131 <br />MODMI.: <br />4EBB <br />"1828-CALI" <br />GARA*Z winwo: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />SE 2021 <br />No <br />DATE: 9/21/21 <br />acA m: 1/4"=1'-0" <br />aMEET <br />S3.1A <br />