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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />WMI <br />024 OIC, SUBMIT SHOP <br />ROOF WALL FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br /># 1175 UPLIFT USP <br />10d x 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br />HTWM20 W/1010d TO <br />8-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR <br />WITH (9) 10d x 1 1/r NAILS TO <br />NOTE: A PT SYP #2 r x 4", <br />TRUSS AND (4) 114" x 2 114" <br />10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE I MINIMUM <br />6% 8" x 4'-0' MAY BE ADDED <br />TAPCONS TO CONT <br />OSL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' <br />CONCRETE EMBEDMENT. DBL <br />W/ 10d NAILS, 2 ROWS, r <br />POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />STRAP, 1 EACH SIDE WRAPS UP <br />O/C TO FACILITATE ONE <br />AND OVER TRUSS (NOT <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) USP <br />NOTE: A PT SYP #2 r x 4", <br />SHOWN) <br />ACCOMMODATE GIRDER <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6% 8" X 4'-0" MAY BE ADDED <br />USED IN CONJUNCTION WITH <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ 10d NAILS, 2 ROWS, T <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 21W <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />(A) USP LUGT2 W/ (5)114W POWERS <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />1 z2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WEDGE BOLT) (16) NAILS TO <br />POURED LINTEL <br />2x SECURED W/ (3)16d <br />240 (NO. <br />TRUSS (2PLV) #FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />3/4"x8' WEDGE BOLTS AND <br />tx2 SECURED W/ tOd TRUSSES 24' O/C, <br />tx2, 2x WOOD FASCIA <br />(12) WS3 SCREWS FL#8223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />1r 0/C FOR REVIEW <br />2x SECURED W/ (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED WI tOd <br />MASONRYBOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />gEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12"OC <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLV) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />8 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) r APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MIOSP EMBEDDED TRUSS ANCHOR <br />1a 1b <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE 3/4""'" <br />2a 2b <br />SCALE: 3W=V- <br />1'-6'LACED <br />SCALE: 31 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAL. 20 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 PRESENT AT <br />COVER 5 TRUSSES) 4'.0- O.C. (AT SHEATHING <br />LSTA12 20 GAUGE <br />SEAMS) <br />W/ 10dx1/2 HOG NAILS <br />0'-0- TO 30'-0- (1) W BRACE <br />iL <br />0 EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3) W BRACE SECURE PLATE <br />PER ELEVATION <br />(1) "X" BRACE 0 CENTER TO BLK W/ 12' DIA. <br />11/2x8 ' D <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W1 <br />GIRDER <br />6'-0" MAX (W11 X4) <br />FROM CENTER TO END, WASHER SET IN HIGH <br />OR 10'-0" MAX (WI� <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />71` <br />SEE ARCHITECTURAL MIN. EMBED. AT 32`OC <br />MAX. <br />PER EL VATX) <br />1z4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE T02z8 <br />PRE EN FLOOR TRUSS <br />BTM. CHORD <br />STIFFBACK (AS PER O.C. MAX E W/ 12db 8" <br />"'I. GYPSUM BOARD OR IIIHIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) _---CONT. 2X4 SECUREDW/ <br />STRENGTH OLD. BOARD <br />U <br />MAY NOT BE <br />(2) 10d'a 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />N 0J, <br />REQUIRED <br />TO BE INSTALLED 0 <br />16d TOENAILS <br />10'•0" O.C. MAX <br />DOUBLE TOP PLATE <br />HTT76 W/ 6/8" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB) (20)18tl x <br />- <br />SEE SCHEDULE FOR <br />2x4 OR 2z6 WOOD BEARING <br />2-1/2" NAILS TO POST. , <br />BOND BEAM RED. <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 />J <br />- ' • <br />1x4 BTM. CHORD BRACING V-V O/Cx4 <br />END WALL OR OTHER <br />• <' <br />•< <br />• <br />MAX., OR 2 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />°# <br />#. ' i' ... °. <br />10'-0' O/C MAXSECURED W/ (2) tOd <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />WALL W/ GABLE END <br />INTERSECTION TYP. <br />&�PRE-ENG'D <br />BTM. CHORD BRACING <br />TRUSS SCALE: 311 <br />GIRDERNVOOD POST CONNECTIONS <br />V <br />" • <br />5 <br />. a.,•. ,•. <br />SCALE: 3/4"=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3f4'=1'-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH IWO <br />0 OLE EDGE>5W <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 />OLE EDGE>51W <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINO AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A USP RT16A (FL017236) OR LUGT2 (FL#17240). ROOF TRUSSESARE SUBJECT TO UPLIFT, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Ft AND F2 FORCES. <br />BTM. OLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />BORING LIMITS <br />8 SCALE: 1 yr=i'-a• <br />&tlon�AND <br />10 <br />scALE:3a=r-a' <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />W11 wAbdoeWtgroup.com <br />AA #: 0003325 , <br />all <br />N <br />sys0sv. a LOT11 <br />ABBOTT PARK <br />LOT #9 <br />BLK. #10 <br />PllOJl7CT <br />4 -09102 <br />MODSMA <br />4EBB <br />"1828-CALM" <br />GAR -Asa sWINCk <br />LEFT <br />PAOL': <br />DETAILS <br />160 MPH EXP. C <br />Dw11/25/19 <br />SCALE: 1/4"=1'-0" <br />sISEET <br />S3.1A <br />