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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 HETAl6 TRUSS ANCHOR WITH <br />(9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />II) SIMPSON HETA18 <br />81100 UPLIFT ON <br />8-(2) SIMPSON HETA76 TRUSS ANCHOR WITH 'ROOF/WALUFLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP 92 x <br />HTSM20 W/10 1Dd TSIMP <br />x 1 1Y NAILS TO TRUSS FASTENER SCHEDULE' <br />NAILS TO <br />MAY A E <br />6", e' x ADDED <br />x 2 1/4' <br />TITEN AND 1/ ' x <br />DBI STRAP, <br />DSL STRAP, 1 EACH SIDE WRAPS UP AND <br />GI DE .1 R <br />GIRDER. PROVIDE 5' <br />NAILS, O <br />W/ 10d NAILS, 2 ROWS, 3' <br />HORS' <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />NOTE: A PT SYP Y2 2" x 4'. <br />(16) 10d z 3}• NAILS TO GIRDER AND 0', 8' x 4'-0' MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />x 1900 UPLIFT 2 SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />BLOCK WALL W/10 10d TO <br />1x2, 2X WOOD FASCIA ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) °g' x 5' TITEN HD TO CMU AND (12) SDS <br />TRUSS AND (4)1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}' x 2+j' TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3) t.d <br />GALV. COMMON NAILS, ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1X2 SECURED W/ IDd TRUSSES 0 24. O/C, <br />1x2, 2x WOOD FASCIA <br />(2) }e 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 TIEOOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }e x 5'TITEN HD TO CMU AND 118) SDS }e x 3" <br />tx2 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' O/C <br />SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1- 770 LRS (1 PLY) <br />A ALLOWABLE UPLIFT - 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U2365 LBS, LA430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN, <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2' COVER & 2' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1C1 1" I`' m° <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />-r4 <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />3 <br />GIRDER CONNECTOR(§) <br />(2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d ® EA. TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) N-0- O.C. (AT SHEATHING <br />0'-0' TO 30'-0' (1) -X- BRACE SEAMS) <br />30'-1' TO 6V-0 (3) -X• BRACE SECURE 2x8 PT. PLATE <br />(1):)V BRACE 0 CENTER TO BLK W/1/2' DIA. <br />(2 X- BRACE DIVIDED ANCHOR BOLT W/IG <br />6'-0" MAX (W/1 X4) <br />FROM CENTER TO END. WASHER <br />WASHER SET IN HIGH <br />9R 10'-0" MAX (W/2X4)* <br />2x WOOD FASCIA, STRENGTH <br />EPDXY <br />SEE ARCHITECTURAL MIN. OC <br />MAX. <br />_ <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2X6 <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8- <br />BRACING, SEE <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2X4 SECURED W/ <br />U d <br />MAY NOT BE <br />(2) 10d's 0 EACH TRUSS <br />N ¢ a <br />il <br />REQUIRED <br />TO BE INSTALLED <br />10'-0' O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />tz4 BTM. CHORD BRACING 8'-0. O/C <br />END WALL OR OTHER <br />MAX., OR 2X4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />E <br />COMMON NAILS AT EACH CHORD <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />' PRE-ENG1D TRUSS SCALE: 3/4'=1'-0' <br />V <br />SCALE: 3/4'=T-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4"D <br />HOLE EDGE>s/8• <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D SGL. STUD <br />OUTERUBTM. <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN <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 H1 OA 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 />HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />��ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE 1 1/2'=1'-0' <br />SCALE: 3/4'=V-0" <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />14 <br />» uumv. As LOT. <br />ABBOTT PARK <br />LOT #33 <br />BLK # 12 <br />0 18 000-33121 <br />MODES, <br />4EAB <br />"1672— ARIA" <br />GARAGM OVUM: <br />RIGHT <br />PA03h <br />DETAILS <br />1W MPH YXP. C <br />