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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />OWMOIN <br />24" OIC, SUBMIT SHOP 'ROOFANALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9)1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HRSM20 10d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFANALLIFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 T x 4', <br />TRUSS AND (4)114" x 2 1/4' <br />AND ( <br />SHEATHING <br />(12)16d x 1 }" NAILS TO TRUSS <br />(9)10d x 1 J" NAILS TO <br />6", 8" x N-O" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, 3" <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />If 1900 UPLIFT (2) SIMPSON <br />(18) 10d x 3 }" NAILS TO GIRDER AND 6", 8" 4'-0" MAY 0E ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />x <br />(2) SIMPSON HETAI6TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3- <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />FA <br />CONNECTOR <br />BLOCK WALL WHO tOd TO <br />ADDITIONAL PLY MAX. TO <br />SIMPSON LGT3SOS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3)16d <br />}" x 2 }"TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{t) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES @ 24- O/C, <br />lx2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }" 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) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }" x 67ITEN HD TO CMU AND (18) SDS }" x 3" <br />lx2 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 />12" O1 <br />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 />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT= U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8895 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c C �a"-,-0 <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />_, <br />GIRDER CONNECTORS) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-T O.C. (AT SHEATHING <br />WI 10dz112 HDG NAILS <br />SEAMS) <br />0'-0" TO 30'-0" (1) °lC' BRACE <br />EACH END, TOTAL OF 10 <br />30'-1" TO 60'-0 (3) W BRACE SECURE 2x6 PT. PLATE <br />ly <br />(i)'X' BRACE @ CENTER TO BLK W/ DIA. <br />FLOOR <br />(2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T <br />BOLT <br />GIRDER <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET N HIGH <br />OR 10'-0" MAX (W/2X4)) <br />2x WOOD FASCIA, STRENGTH XY " <br />Kit <br />�Y <br />SEE ARCHITECTURAL MIN. EMBED. APT 32" <br />MAX. <br />PERE EV 10 <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />SB' GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />o V <br />MAY NOT BE <br />(2)10d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />>a> <br />iv a F <br />REQUIRED <br />TO BE INSTALLED Q <br />16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />LO HTT4 W/ 518" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7"EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18)16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BO. <br />" <br />- , "' <br />. <br />tx4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />. <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />a• • •a" • <br />COMMON NAILS AT EACH SECURED /HORDd <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />PRE-ENG D TRUSS SCALE:3/4'=1'-0" <br />GIRDER/WOOD <br />POST CONNECTIONS <br />V SCALE: 3/4"=1'-0" <br />r,_1FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />�* BQALE:3/4"=V-0" (NO UPLIFT) <br />NOTCH DEPTH I/4'D <br />OLE 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 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 />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 SUBJECTTO UPLIFT, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO Fi AND F2 FORCES. <br />BTM., HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />11 ALTERNATE MATERIALS <br />A <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />NOT USED <br />1 O <br />SCALE: 3 4"=Y0 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />L AA is 0003325 <br />14 <br />M <br />At <br />1 <br />�j <br />iD <br />Si <br />C <br />q <br />44 <br />In <br />Q <br />i <br />StMDM AC LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #7 <br />PROJECT# <br />04181.000-12071 <br />MODEL: <br />4EBB <br />"1828—CAU" <br />GARAGE BVfMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D TE 06/09/20 <br />SCALE: 1/4"=f —0" <br />SHMET <br />S3.1A <br />