Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 }' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 J' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }' NAILS TO GIRDER <br />tx2, 2x WOOD FASCIA - <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ IDd <br />GALV. COMMON NAILS <br />12' 0/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 2' x 4', <br />6', 8' x 4'-0' MAYBE ADDED <br />W/ 10d NAILS, 2 ROWS, 3- <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24' O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1010 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1 a 1 b i s GIRDER CONNECTOR(S) <br />34'=1'-0' <br />DEPTH 114'D <br />-HOLE EDGE >5/8' <br />-HOLE DIAMETER <br />2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />PLATE <br />STUD NOTCHING <br />0 <br />ALE:1 ll-=1'-0' <br />AND BORING LIMITS <br />0 / SC <br />EDGE>5/8' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />ENGINEERED WOOD TRU <br />0 24- O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 -� <br />TRUSS ANCHOR WITH <br />(9) iOd x 1 }' NAILS TO <br />GIRDER. PROVIDE 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALVFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 2' x 4', <br />6', 8' x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3- <br />0/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�--A-(i) SIMPSON LGT3-SD62.5 GIRDER TIEDOWN <br />WITH (4) }' x 5' TITEN HD TO CMU AND (12) SDS <br />}' x 2 }' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1 x2, 2x WOOD FASCIA <br />(2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />2x SECURED W/ (3) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) }' x 571TEN HD TO CMU AND (18) SDS }' x 3' <br />lx2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12, O/C <br />SOLID, 8- EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a S2b F2cGIRDER CONNECTOR(S) B "` 4•=1,-0• <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 114' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2' COVER 8 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4'-VI <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />V-0. O.C. (AT SHEATHING <br />V-0' TO 30'-0' (1)'X- BRACE <br />SEAMS) <br />30'-I- TO 60'-0 (3) W BRACE <br />SECURE 2x8 PT. PLATE <br />(I):X' BRACE 0 CENTER <br />TO BILK W/ 1/2' DIA. <br />(2)'X' BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d%8' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 20 SECURED W/ <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REO. <br />BLOCK WALL W/ GABLE END <br />Qj_PRE-ENG`D TRUSS SCALE:34'=1'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <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 OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />� ALTERNATE MATERIALS <br />SCALE: 311 <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />54 <br />a <br />F <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />PROJECTfp <br />04128.002-14181 <br />MODELc <br />4EAB <br />"1672—ARIA" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />