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ENGINEERED WOOD TRUSSES OD SHEATHING, SEE <br />0 24" OIC, SUBMIT SHOP WALDRAWINGS <br />FOR REVIEW HINGAND <br />APPROVAL NER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1175 UPLIFT USP <br />IOd x 1 1/2"TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />HTWM20 W/1010d TO <br />B-(2) USPHTAl6 TRUSS ANCHOR WITH (9) "ROOFIWALLIFLOOR <br />WITH (9)10d x i 117NAILS TO NOTE: A PT SYP #2 2"x 4', <br />TRUSS AND (4) 1/4"x 2 1/4" <br />1Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE4"MINIMUM 6", 8" x 4'-O"MAY BE ADDED <br />TAPCONS TO CONT <br />DBL STRAP,1EACH SIDE WRAPS UP AND FASTENER SCHEDULE' <br />CONCRETE EMBEDMENT. DBL Wl I Od 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 7 x 4", <br />SHOWN) ACCOMMODATE GIRDER <br />HTWM20 INSTALLEDON PRE-ENG TRUSS <br />6", 8'x 4'-0• MAYBE ADDED <br />USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ NAILS, 2 ROWS, 3' <br />HEAW UPLIFT CONNECTOR <br />j <br />BLOCK WALL W/1010d TOO/CTO <br />FACILITATE ONE <br />FL#17680 <br />TRUSSAND(4)1/4"z2l/4" <br />ITI <br />ADDITIONAL PLY MAX. TO1x2, <br />SP LUGT2 W/(5)1/4"x3" POWERS <br />TAPCONS TOCONT CONTINUOUS BOND BEAM <br />2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />E BOLT& (16) 16 GALV. NAILS TOPOURED <br />LINTE2x <br />SEE ARCHITECTURAL <br />S (2PLY) #FL17240 (NOT SHOWN) <br />SECURED W! (R)18d <br />SP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />6• WEDGE BOLTS AND <br />1z2 SECURED W! tOd TRUSSES 24° O/C, <br />SCREWS FL#8223 <br />ix2, 2z WOOD FASCIAGALV. <br />COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURALS3 <br />17O/C FOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. OLTS ARE USED <br />lx2 SECURED W/ 10d MASONRYBONDRE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />9CHEWLE D, 8' EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />17 O/C SEE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LSS (2PLY) <br />TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U:1870 LBS, LAS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />= <br />B ALLOWABLE UPLIFT U:2430 LBS, L:1310L310UBS (2 STRAPS) <br />2" COVER & 7APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b SCALE. 3/4'-1'r <br />TYPICAL ROOF <br />3 SCALE: 314"=l'-O• <br />GIRDER CONNECTORS) <br />2a 2b GALE 84'= 0 <br />GIRDER CONNECTORS) <br />(21 21 N0.2 SYP DIAO. 2x4 BLOCKING BETWEEN <br />3/4' T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d . 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 />W/ 10dx112 HOG NAILS <br />0'-0" TO 30'-0" (1)'X' BRACE <br />EACH END, TOTAL OF 10 <br />30'-1' TO 60'-0 (3)'r BRACE ECURE Pi. PLATE <br />(1) "X" BRACE 0 CENTER I 1 / <br />TO BLK W/ 1 <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7 <br />L W/ <br />GIRDER <br />6'-0" MAX (W/IX4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />7�R <br />PPRE-ENGLOOR <br />10'-0" MAX (W/2X4) <br />2SEAMS) <br />2x WOOD FASCIA, STRENGTH EPDXY$' <br />SEE ARCHITECTURAL MIN. EMBED. AT 370C <br />MAX. <br />P <br />1 z4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2XS <br />TRUSS <br />BTM,CHORD <br />SEE <br />PO.TC. �E W/ 12d's 8'BRACING, <br />STIFFBACK (ASPER <br />UM BOARD OR 12' HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) ----CONT. 2x4 SECURED W/ <br />STRENGTH CLG, BOARD <br />U MAY NOT BE <br />(2) 10d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />N a REQUIRED <br />TO B II CS7�ED <br />16d TOENAILS <br />TOP PLATE <br />HTT16 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />DOUBLE <br />MIN, 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (20)16d x <br />SEE SCHEDULE FOR <br />Wx4 OR 2x6 WOOD BEARING <br />2-1I2" NAILS TO POST. , <br />BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />AB <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.'a• <br />1/2" GVP. WL. BD. <br />' <br />�� • •� <br />• <br />•� • <br />tx4 BTM. CHORD BRACING 6'-0.O/C END WALL OR OTHER <br />CHORD BRACING <br />MAX., RACI <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />� <br />° # 8 �= ." e . n. <br />O/C MAXSECU DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />� <br />BTM. CHORD BRACING <br />PRE-ENG'D TRUSS SCALE: 3/"•'r-o• <br />6 <br />a. <br />GIRDERNVOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />5 SCALE: 314•=1'-1 <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />SCALE:3/4=1'-(r (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />--NOTCH DEPTH 114"D <br />OLE EDGE >SB' <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />OLE DIAMETER <br />< 2/51D 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 (Fl AND F2) LOAD CAPACITIES <br />HOLE EDGE >511" <br />AS THE ONE SPECIFIED, CONCURRENTLY. 1T 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 (FL917240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM, OLE DIAMETER <br />PLATE < 3/5"D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />11 <br />AND BORING LIMITS <br />9 <br />10 <br />SCALE:3/4'=l'-O' <br />ll N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdeoWngroup.com <br />AA 8: 0003325 <br />e <br />0 <br />8 <br />6 <br />'luODLV. as <br />LAT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />IPMO"=Tfp <br />4 O( 58 <br />HGDalu <br />4EBB <br />"1828—CALL" <br />GAP.AGZ OW MO: <br />RIGHT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />