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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />(1) SIMPSON HETA16 <br />TO <br />HTSM20 W/10 10tl"x <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH NOTE: APT SYP #2 z <br />TRUSS AND x 2 1/4" <br />SHEATHING <br />z 1 NAILS TO TRUSS <br />16dSTRAP, <br />10tl z 1 MAY BE ADDED <br />NAILS TO 6', 8" x A E <br />TITEN 2 ANCHORS TO <br />HORS" <br />FASTENER SCHEDULE" <br />DB <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GI R <br />GIRDER. PROVIDE 5" W/ 10tl NAILS, 2 ROWS, 3" <br />NAILS, <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2" x 4", <br />(16) tOtl x 3 }'NAILS TO GIRDER AND <br />CONJUNCTION WITH ,• •:'• ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16tl x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />A•(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO CONTINUOUS BONG BEAM <br />2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) �" x 5" TITEN HD TO CMU AND (12) SIDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL <br />SE <br />}'x 2 J" TO GIRDER <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1z2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />tx2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SIDS J" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />12' O/C FOR REVIEW <br />2x SECURED C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />t6d <br />AND APPROVAL <br />AILS. (2) }" x 5"TITEN HD 70 CMU AND (18) SDS �" x 3" <br />GALV. COMMONN NAILS. <br />lx2 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 />12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = LL2365 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 />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c SCALE 3/4"=1'-0 <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />�CALE�y 1'-0" <br />Ss(i)GIRDER <br />SCALE:34"=1'0 <br />CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA12 20 GAUGE <br />BRACE W/ (3) 12d (� EA. TRUSSES WHERE <br />W/ 10dxl/2 HDG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />FLOOR <br />30'-V TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />MAX (All %4) <br />(1) "X" BRACE � CENTER TO BLK W/ 12" DIA. <br />I8'-0" <br />OR 10'd• MAX M12X4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />* * <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PER ELEVATION <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />GYPSUM BOARD OR 1!2" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />a MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />tr R w � REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10Bs 0 EACH TRUSS <br />INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />JOB <br />10'4' O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-10 NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM RED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.4. <br />1/2" GYP. WL. BD. <br />tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />< < < <br />MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF <br />4 • <br />• r' v# . 0 <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />I u <br />INTERSECTION TYP. BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />4. <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE' 3/4"=1'-0" <br />PRE-ENG D TRUSS SCALE: 3/4"=1'-0" <br />C <br />„ FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />(NO UPLIFT) <br />NOTCH DEPTH I/4•D <br />HOLE EDGE>5/8" <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 (Ft AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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 ARE01 �� <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <.-D DBL. STUD <br />STUD NOTCHING <br />(-,-,'�ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />SCALE:34"=1'-0" <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />S <br />aL <br />SVHDIV. ae LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #7 <br />PROJECT1y <br />04181.000-26071 <br />MODEIs <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. QPJ <br />