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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />mmmll <br />@ 24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 1Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />TO <br />HTSM20 W/1010AND <br />B{2) SIMPSON HETA16 TRUSS ANCHOR W ITH "ROOFM/ALUFLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: A Pi SYP #2 2' x 4", <br />TRUSS AND (4) i/4" z 21/4" <br />1 x 1 NAILS TO TRUSS FASTENER SCHEDULE' <br />x 1 NAILS TO <br />6", S" x ADDED <br />TO <br />TITEN 2 ANCHORS TO <br />T <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB , <br />R <br />GIRDER. PROVIDE 5" <br />GIRDER. <br />W/ tOd NAILS, 2 ROWS, 3" <br />NAILS, 2 O <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C{7) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 }' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6•, 8•' x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W110d 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 />CONNECTOR <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" z 2 i/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS <br />CONT POURED LINTEL <br />2x SECURED WI (3)16d <br />}" x 2 J" 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 />W 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 WI (3) t6d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }" x 5-TITEN HD TO CMU AND (18) SOS }" x 3" <br />W SECURED W1 IOd <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" O/C <br />SEE SCHEDULE SOLID, S• EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = UA 810 LBS, L:770 LBS (i PLY) <br />A ALLOWABLE UPLIFT = 3285 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 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = SM LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3 <br />GIRDERSCALE: CONNECTOR(S) R(S) <br />2a 2b 2c <br />SCALE: 3/4'=1'-0" <br />GIRDER CONNECTOR(§-)— <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />314" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO XBRACING IS PRESENT AT <br />GAUGE <br />COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING <br />W1 dx1/ <br />I0 <br />W/ 10dx1/2 HOG NAILS <br />0'4Y' TO 30'-0" (1) "X" BRACE SEAMS) <br />R <br />@ EACH END. TOTAL OF 10 <br />30--1" TO 60'-0 3 "X' BRACE <br />() SECUREBLKW1 8 PT. PLATE <br />(1) "X" BRACE @CENTER TO BLK W/ 12" OIA. <br />IA. <br />FLOOR <br />W BRACE ED ANCHOR BOLT W/IG <br />FR <br />GIRDER <br />6'-0" MAX /lX4 <br />M/ ) <br />M CENTER T) OEND.WASHER SET IN HIGH <br />R 10'-0" MAX /2X4 <br />STRENGTH EPDXY 6" <br />�` <br />SEE ARCHITWOOD ECTURAL URAL MIN. EMBED. AT 32" OC <br />R TON <br />lx4 DIAGONAL <br />MAX. <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 />5/8" GYPSUM BOARD OR W" HIGH <br />STRENGTH CLG. BOARD <br />rn U <br />BRACING, SEE <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />a <br />N <br />MAY NOT BE <br />(2)10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />a <br />REQUIRED <br />TO BE INSTALLED @ <br />16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" 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 />2-12" NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ SYP No 2 SUDS SEE <br />POST TO SR DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />° <br />- <br />tx4 BTM. CHORD BRACING 6'-T OIC <br />END WALL OR OTHER <br />•- ° < <br />, <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° v <br /># - r :. -. o- <br />10'-0" OIC MAXSECUREO W/ (2)10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />BLOCK WALL W/ GABLE END <br />NTERsecnoNTYP. BTM. <br />CHORD BRACING <br />7 PRE-ENGD TRUSS sDALE:a4""=1-0-0' <br />"' <br />POST CONNECTIONS <br />6 <br />sDALE:3^"=1'� <br />JGIRDER/WOOD <br />.Q< <br />SCALE: 3l4"=1'-0" <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />sDALE:34"=,-0 (NO UPLIFT) <br />NOTCH DEPTH1/4°D <br />GE>s6 <br />USED SO LONG ASTHEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L. 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 />OLE 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 />N <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10AOR LGT2. ROOF TRUSES ARE SUBJECT TO UPLIFT, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />BHOLE DIAMETER <br />P<3/5'D DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITSBORING LIMITS <br />SCALE: 3/4"=1'4r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />is <br />4 <br />1,- <br />h <br />4a <br />us ZE <br />0 <br />SUDDIV. de LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #ll <br />PliOJECT* <br />04181.000-09111 <br />MOD=z <br />4EBB <br />"1828-CALI" <br />GARAGE SwnaO: <br />LEFT <br />PAGI& <br />DETAILS <br />160 MPH E . C <br />D w! 01/20/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />