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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROORWALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{I)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 in" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE <br />(2) USP HTA16 TRUSS ANCHOR <br /># 1175 UPLIFT USP <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (0) "ROOFIWALL/FLOOR <br />WITH (9) 10d x 1 1/2" NAILS TO <br />NOTE: A PT SYP #2 2" x 4", <br />HTWM20 WI1010d TO <br />1Dd x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />6, 8" x 4'-0" MAY BE ADDED <br />TRUSS AND (4)1/4" x 2 1/4" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />WI 10d NAILS, 2 ROWS, 3" <br />OVER TRUSS (NOT SHOWN) <br />STRAP, 1 EACH SIDE WRAPS UP <br />O/C TO FACILITATE ONE <br />POURED IN ECONT <br />POURED LINTEL <br />L <br />AND OVER TRUSS (NOT <br />ADDITIONAL PLY MAX. TO <br />NOTE: A PT SYP #2 2" x 4", <br />SHOWN) <br />�' ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) USP <br />6", 8" x 4'-0" MAY BE ADDED <br />USED IN CONJUNCTION WITH <br />TIEDOWN REQUIREMENTS. <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />W/ 1Dd NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT CONNECTOR <br />OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />FL#17680 <br />TO <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />(A) USP LUGT2 W/ (5)1/4"x3" POWERS <br />TRUSS AND 4 1/4" x 2 <br />( ) <br />ONT <br />CONTINUOUS BONG BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WEDGE BOLT& (16)16 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />NOTE <br />POUREDTAPCONLINTEL <br />2x SECURED 16d <br />USP RFUS STEEL CONNECTOR WITH (4) <br />N N <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />3/4 <br />3l4"x8" WEDGE BOLTS AND <br />tx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />W. 2x WOOD FASCIA <br />(12) WS3 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. <br />IF 4 BOLTS ARE USED <br />1x2 SECURED W/ 10d <br />MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAM SOLID, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12" OIC <br />SEE SCHEDULE <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:3980 LBS, LA 785 LBS (2PLY) <br />A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) <br />6 ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:13101BS (2 STRAPS) <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />11 1a 1b CA�' ''_� <br />TYPICAL ROOF <br />MISPLACED, <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b <br />4- <br />3 <br />GIRDER CONNECTOR(S) <br />6-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4),, <br />�F' <br />lx4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />U dy <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1 x4 BTM. CHORD BRACING V-V OIC <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />10'-0" OIC MAXSECURED WI (2)1Gd <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />r G l <br />/+ �L <br />ORD HORD BRACING <br />CH <br />v <br />SCALE: 3/4"=1'-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4"0 <br />GE>5M" <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L. 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 (Ft 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 />N <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, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />04, <br />SUBJECT TO F1 AND F2 FORCES. <br />BHOLE DIAMETER <br />P< 315.0 DBL. STUD <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH:4O7-774.6078 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />AA M: 0003325 <br />[Al <br />sun 7K# <br />T <br />ABBK <br />B <br />P3tOamTo <br />04181.000-04103 <br />MoasU <br />3ELB <br />"1239— LAYTON" <br />aAWAGZ sMMO: <br />LEFT <br />PAOE: <br />DETAILS <br />%160 MPH EXP. C <br />mm <br />r-pmNT721: 11/25/19 <br />scwr s: 1/4"=1'-0" <br />BMW= <br />S3.1A <br />sun 7K# <br />T <br />ABBK <br />B <br />P3tOamTo <br />04181.000-04103 <br />MoasU <br />3ELB <br />"1239— LAYTON" <br />aAWAGZ sMMO: <br />LEFT <br />PAOE: <br />DETAILS <br />%160 MPH EXP. C <br />mm <br />r-pmNT721: 11/25/19 <br />scwr s: 1/4"=1'-0" <br />BMW= <br />S3.1A <br />