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ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP .ROOFfWALLIFLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSSANCHOR WITH <br /># UPLIFT SIMPSON <br />(9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />SM <br />HTSM20 W/1010AND <br />'ROOF/WALUFLOOR <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", <br />TRUSS AND (4) 1/4" x 2 1/4" <br />SHEATHING <br />{1 2) 16d x 1 z" NAILS TO TRUSS <br />(9) 10d x 1" NAILS TO 8", 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" <br />GIRDER. PROVIDES' W/ 10d NAILS, 2 ROWS, 3' <br />CON7 POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />C_( 1) SIMPSON LGT2 GIRDER TIEDOV N WRH <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: APT SYP #2 z' z 4", <br />(16) 10d x 3 �" NAILS 70 GIRDER AND <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />8", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 �' NAILS TOGIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />A-(1)SIMy SON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1/4" x 2 1/4" <br />CONTINUOUS BONG BEAM <br />ANCHOOURED <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) x 5" TITEN HD TO CMU AND (12) SOS <br />CONT RS TO <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3) i6d <br />4 <br />�' x 2 }' TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWNWITH <br />ix2 SECURED W/ tOd TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA (2) ?' x 5" TITEN HD TO CMU AND (18) SDS f' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />iz' O/C FOR REVIEW <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2X SECURED 18d <br />AND APPROVAL <br />GALV. COMMON NAILS. 12) �' x 5"TITEN HD TO CMU AND (18) SDS }" x 3" <br />N N <br />ix2 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 />SEE SCHEDULE <br />12' O/C 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 = 3286 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER 8 z' 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 />1 a 1 b 1 c 3/4"=l'-a' <br />TYPICAL ROOF <br />3 <br />SCALE <br />GIRDER CONNECTOR(S) <br />2a 2b 2C scALE:3""=r-a' <br />SCALE' <br />GIRDER CONNECTORS) <br />3/4" T 8 G SUBFLOOR GLUEDAND <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/ 1HDG NAILS <br />TRUS S(DIAG. BRACE TO X-BRACING IS PRESENT AT <br />ND. TOTAL OF 10 <br />C EAACHCH END. <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />PER ELEVATION <br />0'-0" TO 30'-0" (1) W BRACE SEAMS) <br />FLOOR <br />30'-1" TO 60'-0 (3) W BRACE SECURE 2x PT. PLATE <br />GIRDER <br />e-a' MAX IYJ/1x4) <br />(1) "X" BRACE C CENTER TO BLK WI 12" DIA <br />OR /tl-0" MAX (WlLC4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PER ELEVATION lik I <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />MIN. EMBED. AT 37OC <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />SEC <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d%8" <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIfFeACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />B <br />a REQUIRED <br />TRUSS ENG) ON7. 2x4 SECURED W/ <br />16d TOENAILS <br />(2) 10d's CIL EACH TRUSS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />70 SLAB 8 (18)16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" 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 REQ. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />12" O/C STAGGERED. <br />ADDITIONAL METAL 1/2" GYP. WL. BD. <br />.4. <br />• <br />Ix4 BTM. CHORD BRACING 8'-0" O/C END WALL OR OTHER <br />CONNECTOR S NOT4 <br />• <br />°• <br />MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />! �� ° <br />10'-0" O/C MAXSECURED W/(2)10d ONSEE PLAN <br />UPLIFT IS PRESENT. <br />s <br />COMMON NAILS AT EACH CHORD <br />INTERSECTIONNP. <br />BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />7 <br />GIRDER/WOOD POST CONNECTIONS <br />scALE34"=i'-a' <br />PRE-ENG'D TRUSS scALE:34"=1'-a' <br />'_ •. <br />`. <br />.a•.# :•.. <br />SCALE: 3/4��=1._a. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />scALE:3a"=r-a' (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTHI/4•D <br />OLE EDGE >5/8"USED <br />SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <br />215`D SGL. STUD <br />OUTER <br />i. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN O <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 >5/8" <br />I <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE 70 WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TOA SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCESALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TOWIND ARE <br />011 <br />SUBJECT TO Fl AND F2 FORCES. <br />. HOLE DIAMETER <br />PLATE < 3/5•0 DBL. STUD <br />TERNATE MATERIALS <br />STUD NOTCHING <br />SNL— <br />AND BORING LIMITS <br />scALE:3/4"=r-a' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdmigRgmup.dom <br />AA #: 0003325 <br />o <br />a <br />lei <br />I <br />SUNDIV. & LOT. <br />ABBOTT PARK <br />LOT #35 <br />BLK. #7 <br />PROJECT# <br />04181.000-35071 <br />MODIM <br />4EBB <br />"1828-CALI" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT DATE 9/21/21 <br />aISEET <br />S3.1A <br />