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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" OfC, SUBMIT SHOP "ROOFMALL/FLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A41) SIMPSON NETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNVALUFLOOR <br />TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", <br />HTSM20 W11010d TO <br />SHEATHING <br />(12)16d x 1 J' NAILS TO TRUSS <br />(9)10d x 1 �"' NAILS TO 6", B" x 4'-0' MAY BE ADDED <br />TRUSS AND (4)1/4" x 2114' <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE S" W/ 10d NAILS, 2 ROWS, 3" <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />PT <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br />NOTE: A SYP #2 7' x 4", <br />(16) i0d x 3 J" NAILS TO GIRDER AND 6", 8" 4'-0" MAY BE ADDED <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br /># 1900 UPLIFT 2 SIMPSON <br />( ) <br />x <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ tOtl NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON 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 />ACCOMMODATE TRUSS <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />,X2, 2t WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) p x S' TITEN HD TO CMU AND (12) BIDS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />U <br />}" x 2 }'TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED Wf iLd <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1,2 SECUREO W/ 10d TRUSSES 0 24' O/C, <br />1x2, 2x WOOD FASCIA (2) k" x 5" TITEN HO TO CMU AND (18) SOS }'• x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />17' OIC FOR REVIEW <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2z SECURED W/ (3) t6d <br />AND APPROVAL <br />GALV. COMMON NAILS. (2)} x u rrrEN HD TO CMU AND (18) SDS }' x T' <br />tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />17, O/C SEE SCHEDULE SOLID, 8' EACH WAY.OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:181O LBS, L770 LSS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 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 = S885 LBS (2 PLY MIN.) <br />2"COVER 8 2H APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />la lb �� <br />TYPICAL ROOF <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE &4 ,'-0" <br />GIRDER CONNECTOR(S) <br />2a 2b 2c SCALE3�„1,-0• <br />3 BCALE:3l4"=,'-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />(Y4" TO 30'-0' (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) -W BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ 17' DIA <br />(2) W: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 8" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)108s 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />VY-U' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE 34"=1'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'1) <br />HOLE EDGE>5f6 <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><2/5'0 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 (F1 AND F2) LOAD CAPACITIES <br />EDGE >5B" <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />,,--HOLE <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 />STW HOLE DIAMETER <br />PLATE c 36*D DBL STUD <br />STUD NOTCHING <br />�-�ALTERNATE MATERIALS <br />" <br />0 1 AND BORING LIMITS <br />0 SCALE: , ,2"=,,-0'• <br />SCALE:3f4"=1'-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />V <br />Z <br />0 <br />wh <br />p <br />aumrv. aLOT <br />SILVERADO <br />LOT 21 <br />BLK 18 <br />PriOJECTIf <br />04128.002 21181 <br />MODEU <br />4EAB <br />"1672— ARIA" <br />GARAGE SVfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />