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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />024.O/C, SUBMITSHOP <br />'ROOF/WALIJFL.00R <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />AND APPROVAL <br />FASTENER SCHEDULE' <br /># 1100 UPLIFT SIMPSON <br />(9)10dx1}'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1)SIMPSON HETA16 <br />HTSM20 W/1010d TO <br />2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP A2 2' x 4', <br />TRUSS AND (4) 1/4' x 2 1/4' <br />SHEATHING <br />(12) 16d x 1 } NAILS TO TRUSSeENGINEERED <br />(8) 10d x 1 NAILS TO <br />6', e' x 4'-O' MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE' <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />R <br />GIRDER. PROVIDE 5' <br />W/ 10d NAILS, 2 ROWS, 3' <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />• 1800 UPLIFT (2) SIMPSON <br />-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH A PT SYP 42 2' x 4', <br />EMBEDMENT. USED IN <br />COW UNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(18) 10d x 3 }• NAILS TO GIRDER ANDNOTE: <br />8' x 4'-0' MAY BE ADDED <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />(2) SIMPSON HETA16 TRUSS ANCHORS6, <br />W/ 10d NAILS, 2 ROWS, 3- <br />CONNECTOR <br />BLOCK WALL W/701Od TO <br />WITH (12) 16d x 3 }' NAILS TO GIRDERO/C TO FACILITATE ONE <br />TRUSS AND (4) 1/4". 2 1/4' <br />ADDITIONAL PLY MAX. TO <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />tx2, 2z WOOD FASCIAACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />CONT POURED LINTEL <br />SEE ARCHITECTURALANCHOR REQUIREMENTS. <br />WITH (4) t x 5' TITEN HD TO CMU AND (12) SOS <br />2x SECURED W/(3)16d <br />}'x2}'TO GIRDER <br />GALV. COMMON NAILS. WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />7X2 SECURED W/ 10d 4'O/C, <br />1x2, 2x WOOD FASCIA <br />(2)}' x 5' TITEN HD TO CMU AND (18) BOB }' x <br />GALV. COMMON NAILS DRAWINGS <br />SEE ARCHITECTURAL <br />3'TO GIRDER <br />12' O/C <br />2x SECURED W/ (3) 16dL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) }' x 5'TITEN HD TO CMU AND (18) SOS }' 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, W EACH WAY OF BOLTS <br />SEE SCHEDULE <br />TITEN 2 ANCHORS MIN. <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />2' COVER & 2' APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT=U2706 LBS(2 PLY) <br />C ALLOWABLE UPLIFT = OW5 LBS(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a ib is <br />TYPICAL ROOF <br />3 <br />SCALE: 3 4'=1' 0' <br />GIRDER CONNECTOR(S) 4=1-0 <br />2a 2b 2c <br />4=,-6 <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-O- O.C. (AT SHEATHING <br />O'-0' TO 30'-0- (1) -X- BRACE SEAMS) <br />30'-1- TO 60--0 (3) -X- BRACE SECURE 2x8 PT. PLATE <br />6'-0" MAX (W/1X4) <br />(1) -X- BRACE @ CENTER TO BLK W/ 112' DIA. <br />OR 10'-0' MAX (WP2X4) <br />CE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32. OC <br />1x4 DIAGONAL <br />MAX. <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8' <br />PLAN FOR LOCATION <br />STIFFBACK PER O.C. MAX <br />p U YdY <br />MAY NOT BE <br />REQUIRED <br />TRUSSSS ENG) CONT. x4 SECURED W/ <br />1Dd' <br />(2))tOd's @EACH TRUSS <br />TO BE INSTALLED @ <br />BTM. CHORD OF <br />10'-(r O.C. MAX. <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />10 BTM. CHORD BRACING 6'-0' O/C <br />END WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />10'-0' O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />SCALE: 3/4'=1'-0' <br />PRE-ENG'DTRUSS SCALE: 34'=7'0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLEDIAMETER <br />D 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 >5/6' <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, F7, AND F2 <br />JAN <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />oll <br />SUBJECT TO Ft AND F2 FORCES. <br />BTM.""----HOLE DIAMETER <br />PLATE <3/5'D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 i/2'=1'-D' <br />SCALE:34'=1'-0' <br />i N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdeugngroup.eom <br />AA #: 0003325 <br />h <br />V <br />u <br />� <br />ae <br />o <br />as <br />i <br />sUDDIV. ae Lr 71 <br />ABBOTT PARK <br />LOT #31 <br />BLK #9 <br />PROJECTI/ <br />04181.000-31091 <br />moaELz <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH C <br />