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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 �' 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 J' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />1.2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />1z'01C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFfWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#22'x 4", <br />6 % 8" x 4'-0" MAY BE 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:1810 LBS, L770 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 />1a 1b 1c GIRDER CONNECTOR(S) SCALE'34"=1'-0 <br />NOTCH DEPTH 1WD <br />O <br />q <br />GE >5/8' <br />METER <br />L. STUD <br />OUTER 1/30FSPAN ONLY <br />HOLE EDGE >5/8" <br />01, <br />BTM.OLE DIAMETER <br />PLATE< -D D.L. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />ENGINEERED WOOD TRU <br />a 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 --� <br />TRUSS ANCHOR WITH <br />(9) 10d x 1 J' 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/WALLJFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#22'x 4", <br />6', 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB <br />*'x 2 J' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5"TITEN HD TO CMU AND (18) BIDS *'x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)1. <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) }' x 571TEN HD TO CMU AND (18) BOB *' x 3" <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />1z' OC SEE SCHEDULE <br />SOLID, 8' EACH WAY OF BOLTS <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 214' <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/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) ZCOVFR BZAPART <br />REPAIR OF MULTIPLE <br />TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR <br />2a 2b 2C SCALE 3/4' 1'4" 3 SCALE: 34"=1'-0 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1)'7C BRACE <br />30'-V TO 60'-0 (3)'W' BRACE <br />(1) "X" BRACE 0 CENTER <br />e'11MAx t`mtxq <br />(2) ")C' BRACE DIVIDED EQUALLY <br />oa taa Mnx (wrlxal <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />ix4 DIAGONAL <br />SEE ARCHITECTURAL <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS —� <br />BRACING, SEE <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER —� <br />MAY NOT BE <br />TRUSS ENG) <br />u, REQUIRED <br />BTM. CHORD OF <br />j_ lT _-T_ WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 6-0" O/C —J `END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECUREO W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0' <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12' DIA. <br />ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 32' OC <br />MAX. <br />SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT, 2(4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-U' O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3l4"=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 (F1 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 H1OA 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 Ft AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmp.com <br />AA #: 0003325 <br />Y <br />$3 <br />0 <br />4 <br />� <br />F <br />ABBOTT PARK <br />LOT #27 <br />BLK #7 <br />PROJECT <br />04181.00 —27071 <br />MODMU <br />4EAB <br />"1672—ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />