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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />a 24" O/C, SUBMIT SHOP <br />"ROOFNJALL/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) 10tl x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFMALL/FLOOR <br />HTSM20 W/10) TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITeENGINEERED <br />TRUSS WITH <br />NOTE: A PT SYP #2 2" x 4", <br />1/ "x <br />TRUSS AND (4) 1/4" x 2 1/4" <br />SHEATHING <br />(12) 16d x 1 J" NAILS TO TRUSSFASTENER <br />(9) 10tl x 1 J" NAILS TO <br />6, B" z 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />SCHEDULE" <br />DBL 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-(1) 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 J" NAILS TO GIRDER AND6", <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORSW/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />CONNECTOR <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />WITH (12) 16d x 3 J' NAILS TO GIRDERO/C TO FACILITATE ONE <br />TRUSS AND (4)1/4" x 2 1/4" <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BONG BEAM <br />lx2, 2x WOOD FASCIAACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURALANCHOR REQUIREMENTS. <br />"x 2S TO GIRDER <br />2x SECURED W/ (3)16d <br />3{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />GALV. COMMON NAILS. WOOD <br />S'TITEN HD TO CMU AND (18) SDS 3"x <br />lx2 SECURED W/ 10d 4" O/0, <br />GALV. COMMON NAILS DRAWINGS <br />1x2. 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />:2.,x <br />3"TO GIRDER <br />17'O/C <br />2x SECURED W/ (3)16d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />L <br />GALV. COMMON NAILS. <br />(2) J' x 671TEN HD TO CMU AND (18) SDS }" 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 />17' O!C <br />SEE SCHEDULE SOLID, 9'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 = U:2365 LBS, L1430 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 LEIS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />la lb 1c <br />TYPICAL ROOF <br />GIRDER CONNECTORS) SCALE' /4"=1'-°" <br />2a 2b 2c <br />GIRDER CONNECTOR(S) <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA1220 GAUGE <br />BRACE W/ (3) 12d EA. TRUSSES WHERE <br />W/ 10dxl/2 HOG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />EACH END. TOTAL OF 10 <br />SEAMS) <br />0'-0" TO 30'-0" (1) "W BRACE <br />FLOOR <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />6'U^ MAX (WAX4) <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />OR 1d-0" MAX (W12X4) <br />(2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />* <br />FROM CENTER TO END. HER SET IN HIGH <br />1. <br />2z WOOD FASCIA, <br />PER ELEVATION <br />'YFlx4 <br />DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />PRE�NG FLOOR TRUSS <br />BTM. CHORD <br />MAX <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's 8" <br />STRENGTH Cl-G. BOARD <br />_ <br />`� <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIFFBACK (AS PER AX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />u <br />H h <br />REQUIRED <br />TRUSS ENG) COONTA 2x4 SECURED W/ <br />2 4 <br />C NT.10d.- <br />16d TOENAILS <br />EACH TRUSS <br />TO BE INSTALLED (� <br />DOUBLE TOP PLATE <br />5/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />BEDMENT <br />WOOD ROOF TRUSSES <br />(18) 16d x <br />2x4 OR 2z6 WOOD BEARING <br />LS TO POST.WALL <br />W/ SYP No 2 STUDS SEE <br />ITDRETPLANS <br />IL& <br />SEE SCHEDULE FOR <br />FOR SPACING. SINGLE <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />. a. <br />1/2" GYP. WL. BO. <br />11 BTM. CHORD BRACING 6-0" O!C <br />END WALL OR OTHER <br />MAX., OR 2a4 BTM, CHORD BRACING <br />END TYPE CONDITION, IF <br />0 n <br />10'-0" O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />GIRDER/WOOD <br />POST CONNECTIONS <br />SCALE: 3/4'=1'-0' <br />1 SCALE: 3/4"=1'-0" <br />PRE-ENG D TRUSS <br />�. FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4°D <br />HOLE EDGE>5/6" <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 (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 ARE <br />SUBJECT TO FI AND F2 FORCES. <br />BTM, HOLE DIAMETER <br />PLATE < 3/5'0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />AND LIMITS <br />BORING LIMITS <br />SCALE: <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407474-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />114 <br />� <br />r <br />S <br />F <br />4 <br />mmil <br />SV$DIV. & LoT: <br />ABBOTT PARK <br />LOT #11 <br />BLK. #9 <br />PROJECTop <br />04181.000-11091 <br />MODEU <br />4EBB <br />"1828—CALI" <br />GARAGE gVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH ENM C <br />