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IF <br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" On, SUBMIT SHOP "ROOF/WALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS PLYWOOD SHEATHING, SEE <br />0TRUSS "ROOF/WALLIFLOOR <br /># 1100 UPLIFT SIMPSON <br />B-(2))SIMPSON HETA16ILS <br />ANCHOR WITH <br />TRUSS ANCHOR WITH <br />TSSANSIMPSON ORHETA16NTH <br />NOTE: A PT SYP #2 2" x 4", <br />HTSM20 W/10 10d TO <br />SHEATHING <br />(12)16d x 1 J" NAILS TO TRUSS <br />(9) 10d x 1 }" NAILS TO <br />6", 8" z 4'-0" MAY BE ADDED <br />TRUSS AND (4) 1/4" x 2 1/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, 3- <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />On TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />r ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br /># 1000 UPLIFT SIMPSON <br />(16) 10d x 3}" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />(2) <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />CONNECTOR <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 J" NAILS TO GIRDER On TO FACILITATE ONE <br />BLOCK WALL W11010d TO <br />ADDITIONAL PLY MAX. TO <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) g1" x 5" TITEN HD TO CMU AND (12) BOB <br />TRUSS AND (4)114" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}" x 2 }" TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED WI 10d TRUSSES 24" O/C, <br />ix2, 2x WOOD FASCIA <br />(2) J" x 6"TITEN HD TO CMU AND (18) BOB }" x <br />GALV. COMMON NAILS SUBMIT IT.DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />2x SECURED WI (3) t6d <br />GALV. COMMON NAILS. <br />(2)}" x 5"TITEN HD TO CMU AND (18) SOS }'x 3" <br />1x2 SECURED W/ IOd <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 = UAWO LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER 8 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT - 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />131b 1c SCALE: <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />322a S2b 2c <br />- <br />3 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />W/ BRACE (3)12d Q EA. TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'4" TO W-0" (1) "X" BRACE SEAMS) <br />30-1"TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ 112" DIA. <br />(2) W BRACE 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 />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE Wl 12d's 6" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2z4 SECURED W/ <br />(2) tOd's EACH TRUSS <br />TO BE INSTALLED 0 <br />101-T O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />NOT USED <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />6 <br />NOT USED <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH IWO <br />HOLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />OLE DIAMETER <br />< 215"13 SGL STUD <br />OUTER 113 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 >518" <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 Fi AND F2 FORCES. <br />BTM0-1 <br />. HOLE DIAMETER <br />PLATE < 3/5•D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />11 <br />AND BORING LIMITS <br />SCALE: 1 1/2"=1'7 <br />9 <br />10 <br />SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwAbdosigngroup.com <br />L AA #: 0003325 <br />aVHDLK ae LiOT <br />SILVERADO <br />LOT #10 <br />BLK #19 <br />PROJL'CT# <br />04 28.002-10191 <br />MODELc <br />4EAB <br />"1672- ARIA" <br />GARAGE 9WWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 PH <br />