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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFMALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETAi 6 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 ROOFANALLIFLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP 02 2" x 4", <br />HTSM20 W/10 10d TO <br />d x 1 NAILS TO TRUSS FASTENER SCHEDULE" <br />x 1 }" NAILS TO <br />8" MAY ADDED <br />TRUSS AND x 2 1/4" <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />DEL S , <br />GI DE <br />GIRDER. PROVIDE 5" <br />W/ d 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-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br /># 1800 UPLIFT (2) SIMPSON <br />8", 8" x N-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAW 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 />BLOCK WALL WN010d TO <br />ADDITIONAL PLY MAX. TO <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN <br />TRUSS AND (4) 1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WITH (4) k' x 5" TITEN HO TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />}"x 2 }" TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) BOB }° 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) i6d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />-TA <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) } x 5'TITEN HD TO CMU AND (18) SIDS}" x 3" <br />1x2 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 />1'O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LES, UTTO LES (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LES (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LES (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) <br />2" COVER & 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a Ib 1c <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />CA 4=' <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />A` :3°"`' <br />3 BCALE:3/4"=,'-0 <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) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) W BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />(2)"X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' <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 WI 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10d'n (p EACH TRUSS <br />TO BE INSTALLED � <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />NOT USED <br />PRE-ENG TTRUSS SCALE: 3l4"=1'0 <br />6 <br />NOT <br />USED <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114*0 <br />HOLE EDGE-518" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D 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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE>516' <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 Fl AND F2 FORCES. <br />V <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DEL. STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />ALTERNATE MATERIALS <br />1 1 <br />8 AND BORING LIMITS <br />SCALE: i 1/2"=V-0" <br />9 <br />10 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA 0: 0003325 <br />a <br />0 <br />sunDm ae U071 <br />SILVERADO <br />LOT #49 <br />BLK #18 <br />P1eoJECT/L <br />04128.002-49181 <br />moDulu <br />4EAB <br />"1672— ARIA" <br />GARAGE 8TrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />