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ENGINEERED WOOD TRUSSES OD SHEATHING, SEE <br />mmmmIN <br />24" O/C, SUBMIT SHOP <br />IWALL/FLOOR <br />DRAWINGS FOR REVIEW <br />HING <br />AND APPROVAL <br />NER SCHEDULE" <br />A-(1)USP HTA16 TRUSS ANCHOR WRH (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 TO <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR <br />WITH (9)10d x 1 1/7 NAILS TO <br />NOTE: A FT SYP it2 7 x 4', <br />D (4) I/d <br />TRUSS AND (4)1/4' z 21/4' <br />Iod x 1 112" TO TRUSS EA STRAP. FL#17680 SHEATHING <br />TRUSS EA. PROVIDE 4" MINIMUM <br />6", 8" x 4'-0" MAY BE ADDED <br />TAPCONS TO CONT <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />CONCRETE EMBEDMENT. DBL <br />W/ 10d NAILS, 2 ROWS, 3" <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 2" z 4', <br />SHOWN) <br />ACCOMMODATE GIRDER <br />HTWM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-W MAY BE ADDED <br />USED IN CONJUNCTION WITH <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT CONNECTORTO <br />j <br />BLOCK WALL) <br />O/C TO FACILITATE ONE <br />FL#17680 <br />1/4" x 2 94 <br />TRUSS AND (4) 1/4" x 2 1/4' <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />SP LUGT2 W/ (5) 114"x0 POWERS <br />TAPCONS TO CONT <br />CONTINUOUS BOND BEAM <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />GE BOLT& (16) 16 GALV. NAILS TO <br />POURED LINTEL <br />2z SECURE. W/ (3)16tl <br />S (2PLY) #FL17240 (NOT SHOWN) <br />SP RFUS STEEL CONNECTOR WITH (4) <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />" WEDGE BOLTS AND <br />1x2 SECURED W/ 10tl TRUSSES 24' O/C, <br />1x2, 2x WOOD FASCIA <br />S3 SCREWS FL#6223 <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />12" O/C FOR REVIEW <br />2z SECURED W/ (3) 16d <br />L-T <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />OLTS ARE USED <br />1z2 SECUREDW/10d <br />MASONRY BONDRE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />BEAMD, 8" EACH WAY OF BOLTS <br />MASONRY BOND BEAM <br />12° O/C <br />SEE SCHEDULE <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, 1-1310LBS (2 STRAPS) <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS! <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 3°"=,'-°" <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE: <br />2a 2b <br />SCALE: 314"=V-0" <br />SCALE: 3/4"=1'-0" <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN <br />3/4' T & 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 PRESENTAT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />LSTA12 20 GAUGE <br />SEAMS) <br />W/ 10dxl/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 SECURE 2ze FT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W712' DIA. <br />FLOOR <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />GIRDER <br />6'-0" 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 />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />MAX. <br />1:1 <br />PER ELEVATION <br />aaa �a <br />ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />PLATE W/ 12cOF <br />STIFFBACK (AS PER O C. MAX W/i�68 <br />GYPSUM BOARD OR iQ" HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 20 SECURED W/ <br />STRENGTH CLG. BOARD <br />4 } <br />MAY NOT BE <br />(2) 10d. @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE 1W (2) <br />J <br />N Far- <br />REQUIRED <br />TO BE ED � <br />16d TOENAILS <br />10'-0" 0 C. <br />DOUBLE TOP PLATE <br />HTT76 W/ 5l8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7"EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (20)16d z <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/T NAILS 70 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 FT. <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING <br />1Y1' GVP. WL. BD. <br />- <br />. •! <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />e " a <br />CHORD/ G <br />END TYPE IF <br />0 0" O/C MAX ECURE(COd <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />NTERSECTIONTYP. BTM. CHORD BRACING <br />PRE-ENG'D TRUSS SCALE:3/4"=1'-0' <br />6 <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3/4'=1'-0 <br />. ' •. <br />5 <br />.a.,•. ,a. <br />SCALE: 3/4'=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />(NO UPLIFT) <br />NOTCH DEPTH I/4"0 <br />!°/! OLEEDGE>59" <br />USED SO LONG AS THEY CONFORM TO THE <br />IAM <br />"OLEDIAMETER <br />FOLLOWING <br />TTUD <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>518" <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, F1, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINO ARE <br />SUBJECT TO F7 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < W5'D DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />@AND BORING LIMITS <br />g <br />10 <br />SCALE: 3/4'=1'-0' <br />,1 N. RONALD REAGAN BLVD. <br />LONGW OOD, FL 32750 <br />FM: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeseigroup.com <br />AA 8: 0003325 <br />W <br />41 <br />O <br />ao <br />rX1 <br />0 <br />� <br />4 <br />Ck <br />axn DIV. &TAT: <br />ABBOTT PARK <br />LOT #3 <br />BLK. #8 <br />PROJECTp <br />04181.000-03082 <br />MODEL" <br />4EBB <br />"1828—CALI" <br />OAAAOE 8TfW0: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DEC p 3 2019 <br />PKILMD A ABOUCIiAM <br />L MNOWM <br />DRINTA 11/25/19 <br />SCALE: 1/4"=1'-0" <br />allz= <br />S3.1A <br />