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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP "ROOF/WALL/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 z 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />HTWM2A TO <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALLIFLOOR <br />WITH (9) 10d x 1 112" NAILS TO NOTE: APT SYP #2 Y x 4', <br />D (4)1/4 <br />TRUSS AND ( x 21/4" <br />10d x 1 1/2' TO TRUSS EA STRAP. FL#17880 SHEATHING <br />TRUSS EA. PROVIDE4" MINIMUM 8", 8" x 4'-0' MAY BE ADDED <br />CON <br />TAPCONS TO CONT <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, X <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 2' 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 W/1010d TO <br />O/C TO FACILITATE ONE <br />FL#17680 <br />TRUSS AND (4)1/4" x 21/4" <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />(A) USP LUGT2 W/ (5)1/4'XJ" POWERS <br />TAPCONS TO COM CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WEDGE BOLT& (16) 16 GALV. NAILS TO <br />POURED LINTEL <br />2z SECURED WI (3)18d <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALE. COMMON NAILS. ENGINEERED WOOD <br />3/4"z8" WEDGE BOLTS AND <br />,z2 SECURED W/ 10d TRUSSES I 24' O/C, <br />tz2, 2x WOOD FASCIA (12) W53 SCREWS FL#6223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12"O/C FOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />tx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BE�CHEDULE SOLID, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12' O/C <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, 1-1785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT - U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b SCALE: 314*=l'-O* <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTORS) <br />2a 2b cAl 3,4-� p <br />scALE:3/4"=r-o" <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d 0 EA, TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT <br />LSTA1220 GAUGE <br />- <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W/ 10dx1/2 HDG NAILS <br />SEAMS) <br />0'-0- TO 30'-0" (1) 9P BRACE <br />EACH END, TOTAL OF 10 <br />30'-1' TO 60'.0 (3) "X' BRACE SECURE 2x8 PT. PLATE <br />(1) •X" BRACE 0 CENTER TO BLK W/ <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W1 <br />GIRDER <br />6'-0" MAX (WI1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />9R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTHEPDXY <br />Kv <br />SEE ARCHITECTURAL MIN. EMBEOC <br />MAX. <br />PER TI <br />ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE TO12d's <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />EGABLE <br />P.T. PLATE W/ 12d's 8" <br />8" <br />STIFFBACK (AS PER O.C. MAX <br />5/8" GYPSUM BOARD OR 1/7 HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH Cl-G. BOARD <br />MAY NOT BE <br />(2) l0d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />N a REQUIRED <br />TO BE INSTALLED Q <br />16d TOENAILS <br />10--0- O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT16 W/ 5/8' A.B. WITH <br />BTM, CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (20)16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x8 WOOD BEARING <br />2-1/2" NAILS TO POST. , <br />BOND BEAM REQ. <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 />.°. <br />1/2' GYP. WL. BD. <br />. ! ' • <br />•' <br />1z4 BTM. CHORD BRACING 6'-(Y O/C END WALL OR OTHER <br />• <br />MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />f i ;.'0. °. <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 />POST CONNECTIONS POST CONNECTIONS <br />BCALE:3/4"=1'-0" <br />• <br />�GIRDER/WOOD <br />J SCALE: 3/4'=1'-0' <br />FLOOR TRUSS CONNECTION L.B.W. <br />4 <br />3CALE:3/4"-V-0. (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4•1) <br />OLEEDGE-5/6" <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <br />2/5"D SGL. STUD <br />OUTER 113 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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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 SUBJECT TO UPLIFT, Ft, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />011 <br />SUBJECT TO Fl AND F2 FORCES. <br />STM. HOLE DIAMETER <br />PLATE < 3/5•0 DBL. STUD <br />AND BORING (LIMITS <br />NOT USED <br />ALTERNATE MATERIALS <br />11 <br />8 1 r=1 0 <br />aAN02TLUq§ED <br />SCALE: 3/4"=1'-0" <br />Id. N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX:407-774.4078 <br />www.ebdes4p"up.eom <br />AA 0:0003325 <br />��tlj <br />qi <br />Ga <br />A <br />i <br />of <br />u <br />e; <br />� <br />y6� <br />su=ly. a L0R <br />ABBOTT PARK <br />LOT #1 <br />BLK. # 10 <br />r041raocOW-01 <br />HODRU <br />4EBB <br />"1828-CALI" <br />GAP -A. ss 9wn9Q% <br />RIGHT <br />rwas: <br />DETAILS <br />160 MPH EXP. C <br />