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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />O 24' O/C, SUBMIT SHOP <br />'ROOFNYALVFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A 1100 UPLIFT SIMPSON <br />(9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETAt6 <br />HTSM20 W/14) <br />B-(2) SIMPSON HETAt6 TRUSS ANCHOR WITH 'ROOFANALUFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APTSYP i22'x <br />TRUSS AND 1/ ' x <br />x21/4' <br />SHEATHING <br />(12) t x 1 }' NAILS TRUSS FASTENER SCHEDULE' <br />z 1 NAILS TO <br />6', 6' x ADDED <br />MAY E <br />TITEN 2 ANCHORS <br />H RS <br />T <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />SIDE <br />GI DE <br />GIRDER. PROVIDES' <br />R <br />W/ 10d NAILS, 2 ROWS, 3' <br />NAILS, O <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />It 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP f2 2' x 4', <br />(16) X 3 }' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE -ENO TRUSS <br />6', 8' x 4'-0' MAY BE ADDED <br />IM <br />(2) SIMPSON HETAt6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 J' NAILS TO GIRDER 0/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/70 tOtl TO <br />ADDITIONAL PLY MAX. TO <br />A•(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WITH (4) pt' x 5' TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />2x SECURED W/ (3) 1. <br />}' x 2 }' TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES O 24' 0/C, <br />ix2, 2x WOOD FASCIA <br />(2)? x 5' TITEN HO TO CMU AND (18) SOS }' x <br />COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />12- O/ <br />12' O/C FOR REVIEW <br />Zx SECURED W/ (3) 16d <br />C•(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }' x WTITEN HD TO CMU AND (18) SDS }' x 3' <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12' 0/C <br />SEE SCHEDULE SOLID, 8- EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 88M LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />§ A3T4-0T <br />SSlb&TYPICAL <br />TYPICAL ROOF <br />S <br />GIRDER CONNECTORS) <br />2a 2b 2c <br />`"`� <br />SCALE 34'=1'-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.SYP DIAL. 2x4 BLOCKING BETWEEN <br />3/4' T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d O EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />W/ 10tlx1/2 HOG NAILS <br />SEAMS) <br />0'-0' TO 30'-0' (1)'X' BRACE <br />O EACH END. TOTAL OF 10 <br />30'-1' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE <br />(1)'X' BRACE O CENTER TO BILK W/ 1/2' DIA. <br />FLOOR <br />BRACE DIVIDED ANCHOR BOLT W/IG <br />GIRDER <br />8'-0" MAX (W/l X4) <br />FROM CENTER O END. WASHER <br />WASHER SET IN HIGH <br />OR 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />* <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />PERELEVATION <br />tx4 DIAGONAL <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8' <br />O.C. MAX <br />5/8' GYPSUM BOARD OR 1/2' HIGH <br />BRACING, SEE <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />STRENGTH CLG. BOARD <br />4 V aY <br />PLAN FOR LOCATION <br />MAY NOT BE <br />CONT. 2x4 SECURED W/ <br />(2) 10crs O EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />N d F <br />REQUIRED <br />TO BE INSTALLED O <br />16d TOENAILS <br />10'-0' O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 6/6' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x8 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 />a. <br />1/2' GYP. WL. BD. <br />• - <br />iz4 BTM. CHORD BRACING e'-W O/C <br />END WALL OR OTHER <br />° �� <br />°� <br />MAX, OR 2X4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />* r -.� . n. <br />10'-0' O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />PRE-ENG'D TRUSS SCALE: 3/4'=1'-0' <br />%-�GIRDER/WOOD POST CONNECTIONS <br />&-- <br />SCALE:3/4'_V-0' <br />6 <br />a, <br />SCALE: <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />�* SCALE:3/4'=V-0' (NO UPLIFT) <br />NOTCH DEPTH I/4'D <br />�°/)` HOLE EDGE <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 (F7 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 SIMPSON H10A ORLGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM.HOLE DIAMETER <br />PLATE<3/5'D DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />S SCALE: 1 1/2'=1'-0' <br />SCALE: 3/4'=1'-6' <br />1441 N. RONALD REAGAN Bt <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA M: 0003325 <br />h <br />N <br />b <br />8R0� <br />4 <br />6 <br />a <br />8UBD:v ae LOT.i <br />ABBOTT PARK <br />LOT #16 <br />BLK #10 <br />PROJECT* <br />04181.000-161 1 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 8lnNQ: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />