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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />0 24.O/C, SUBMIT SHOP 'ROOFAVALL/FLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE- <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1175 UPLIFT USP <br />10d x 1 12' TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />HTWM20 W/101Od TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 'ROOFNYALL/FLOOR <br />WITH (9)10d x 1 1/2" NAILS TO NOTE: A PT SYP #2 2' z 4", <br />TRUSS AND (4) 1/4- x 2 1/4' <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE 4' MINIMUM 6", 8" x 4'-0" MAY BE ADDED <br />TAPCONS TO CONT <br />DBL STRAP, t EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3' <br />POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE <br />AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) USP <br />NOTE: A PT SYP #2 r x 4", <br />SHOWN) ACCOMMODATE GIRDER <br />HTWM20 INSTALLED ON PRE-ENG TRUSS <br />6', 8" z 4'-0' MAY BE ADDED <br />USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ 10d NAILS, 2 ROWS, 3- <br />HEAVY UPLIFT CONNECTOR <br />BLOCK WALL W11010d TO <br />O/C TO FACILITATE ONE <br />FL#17680 <br />TRUSS AND (4) 1/4" z 2 1/4" <br />ADDITIONAL PLY MAX. TO <br />(A) USP LUGT2 W/ (5)1/4"z3" POWERS <br />TAPCONS TO CONT CONTINUOUS BOND BEAM <br />1z2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WEDGE BOL) (18) 16 GALV. NAILS TO <br />POURED LINTEL <br />SEE ARCHITECTlRAL <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />2z SECURED WI (3)18d <br />USP STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />EDGFUS <br />3/4 "WEDGE ND <br />lx2 SECURED W/ 10d TRUSSES 0 24.O/C, <br />lx2, 2x WOOD FASCIA (12) S FL#8TS <br />(12) WS3 SCREWS FL#8223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />tr O C FOR REVIEW <br />2x SECURED W/ (3)180 <br />AND APPROVAL <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />1z2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />SCHEDULE SOLID, r EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />it O/C SEE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:(1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LES (4 WEDGE BOLTS IN RFUS) <br />TITEN 2 ANCHORS MIN. <br />= 310L <br />B ALLOWABLE UPLIFT U:2430 LBS, L:1310L3 BS (2 STRAPS) <br />2' COVER 8 APART <br />r <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1 a1 b "' <br />TYPICAL ROOF <br />3 <br />SCALE 3/4=V-0 <br />GIRDER CONNECTORS) <br />a 2b 2SCALE: 314"=1'-0" <br />SCALE: 34"=''-°' <br />GIRDER CONNECTORS) <br />(212X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4' T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12tl. EA TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />LSTA1220 GAUGE <br />SEALS) <br />W/ 10dxt/2 HOG NAILS <br />0'-0- TO 30'-0- (1) "X' BRACE <br />EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3)'X' BRACE PLATE <br />IL <br />(1)'X' BRACE 0 CENTER TO BLK W/ / 11 " DIA <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT <br />W/T W/ 7 <br />GIRDER <br />6'-O' 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 />F <br />SEE ARCHITECTUMIN. EMBED. AT 3r OC <br />RAL <br />MAX <br />R ELEVATIONion <br />cos <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE T02z8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />PO TC. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />5/8" GYPSUM BOARD OR 12' HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG)--CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />U MAY NOT BE <br />(2) 10d's 91 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />N d REQUIRED <br />z <br />TO BE INSTALLED <br />16d TOENAILS0 <br />?z r <br />t0'-0' O.C. MAX <br />DOUBLE TOP PLATE <br />5/8' A.B. WITH <br />BTM. CHORD OF <br />MBEDMENT <br />WOOD ROOF TRUSSES <br />8 (20j t80 x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARINGLSTOPOST.,BOND <br />BEAM RED. <br />W/ SYP No 2 STUDS SEE <br />SIT DIRECTLYPLANS <br />FOR SPACING. SINGLE <br />!L� <br />BTM. PLATE TO BE PT. <br />VWALL <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.a <br />lr2"GYP.WL.SQ <br />' <br />•� <br />tx4 BTM. CHORD BRACING 9-W O/C END WALL OR OTHER <br />f. •� i' ;.f. e. <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 />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />7 PRE-ENG'D TRUSS SCALE:3/4"=1'-0' <br />6 <br />4' <br />GIRDERIWOOD POST CONNECTIONS <br />3CALE:34'=1'-0" <br />5 <br />.a,.•. ,•. <br />SCALE: 314'=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 SCALE:3/4'=1V (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH114'D <br />o�. OLE EDGE-5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />oLE 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 $O LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />HOLE EDGE>W <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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECTTO UPLIFT, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO Ft AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL, STUD <br />NOT USED <br />NOT USED <br />&AJEEERNATE MATERIALS <br />AND BORING LIMITS <br />8 scALE:1 yr=r-a• <br />9 <br />10 <br />SCALE: 34.=,,-0 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX:407.774-4078 <br />www.abdes4M*up.com <br />AA #: 0003325 <br />m <br />M <br />4 <br />O <br />e <br />Ilp <br />aumxv aenoseABBOTT PARK <br />LOT #25 <br />BLK. #8 <br />n0j T <br />4 1.0 0- 508 <br />Rcoasra <br />4EBB <br />"1828—CALL" <br />OARAGs BlIfING: <br />LEFT <br />PAGO <br />DETAILS <br />160 MPH EXP. C <br />DA 11/20/19 <br />SCAZA. 1/4"=1'-0" <br />RDIT <br />DKENT <br />S3.1A <br />