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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24' O/C, SUBMIT SHOP <br />'ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />'ROOFNJALUFLOOR <br />(1) SIMPSON HETA16 <br />HTSM20 W/10 tOd TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2' x 4', <br />TRUSS AND (4) 1/4' x 2 1/4' <br />SHEATHING <br />16d x 1 ,, NAILS TO TRUSS FASTENER SCHEDULE' <br />10d, 1 }' NAILS TO <br />6', 6' x MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />DBL STRAP, ,EACH SIDE WRAPS UP AND <br />DBL <br />GI <br />GIRDER, PROVIDE 5' <br />W/ 10d NAILS, 2 ROWS, 3' <br />NAILS, <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />0-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2' x 4', <br />(16) 10d x 3 J' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6', 8' x 4'-0' MAYBE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3• <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE <br />'� <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4' x 2 1/4' <br />ADDITIONAL PLY MAX. TO <br />A-(i) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) r x 5' TITEN HD TO CMU AND (12) SDS <br />CONK POURED LINTEL <br />NTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}' z 2 }' TO GIRDER <br />2x SECURED W/ (3) 18tl <br />GALV. COMMON NAILS. ENGINEEREDWOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />,X2 SECURED W/ 10d TRUSSES 0 24. O/C, <br />1x2, 2x WDOD FASCIA <br />(2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />12' O/C FOR REVIEW <br />2x SECURED W/ (3) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2)? x 5'TITEN HD TO CMU AND (18) SDS }' x 3' <br />IX2 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 />1E• O/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 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 08 3 PLY) <br />B 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 = 6885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a lb 1 <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(§) SOAL `-''"0' <br />2a 2b 2c <br />4= ° <br />SCALE:3/4.=1'-°' <br />GIRDER CONNECTOR(§) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4• T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d ® EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />20 GAUGE <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />zPER(1)'X- <br />W/ 10dx <br />odx1/2 HOG NAILS <br />0'-0' TO 30'-0' (1)'X' BRACE SEAMS) <br />0 EACH END, TOTAL OF 10 <br />30'-1• TO SU-0 (3)'X' BRACE SECURE 2x8 PT. PLATE <br />I-EVATION <br />BRACE 0 CENTER TO BLK W/ 1/2' 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 />14�7/ <br />R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />� <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX. <br />P ELEVATION <br />ly <br />tX4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe <br />PRE-ENG FLOOR TRUSS <br />8TM. CHORD <br />PO.TO. MAX W/ 12d's 8' <br />STIFFBACK (AS PER <br />5/8' GYPSUM BOARD OR 1/2' HIGH <br />BOARD <br />RD OR <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2X4 SECURED W/ <br />STRENGTH LO. <br />V <br />MAY NOT BE <br />(2) 10d's 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />>a> <br />ZQv ¢ a 1- <br />REQUIRED <br />TO BE INSTALLED O <br />16d TOENAILS <br />10'-0' O.C. MAX, <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />SE E SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2' NAILS TO POST., <br />BOND BEAM REG. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO IT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />NI <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />., .a. <br />1/2' GYP. WL. BD. <br />" <br />y <br />_ <br />1x4 BTM. CHORD BRACING 6'-0' O/C <br />END WALL OR OTHER <br />" <br />z4 <br />MAX., OR 2BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />• * 'q i <br />1d-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. <br />CHORD BRACING <br />PRE-ENG1D TRUSS SCALE: 3/4'=,'-0' <br />6 <br />4. <br />��GIRDER/WOOD POST CONNECTIONS <br />SCALE:34'=1'-0' <br />FLOOR TRUSS CONNECTION ® L.B.W. <br />`+ <br />SCALE:314'=1'-0' (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4"0 <br />0 HOLE EDGE>5/e. <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5"D SGL. 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 />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 />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />��ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />LIMITS <br />G)���� <br />SCALE: 3/4'=1'-W <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeaigngrou p.com <br />L AA #: 0003326 <br />1 <br />04 <br />AN <br />C <br />o <br />b <br />OVSDIV. ae L02% <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJECT# <br />04181,000-11151 <br />MODEIA <br />4EBB <br />"1828—CALL" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />