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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFM/ALL/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 />PLYWOOD SHEATHING, SEE <br />(9)10d x 1 4" NAILS TO TRUSSeAND <br />(1) SIMPSON HETA16 <br />TO <br />HTSM20 W/1410d"x <br />(2) SIMPSON HETA16 TRUSS ANCHOR W"ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />TRUSS AND x 2 7/4" <br />SHEATHING <br />16d x 1 NAILS TO TRUSSFASTENER SCHEDULE" <br />x 1 NAILS TO <br />8" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />HORS" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AN <br />DB , <br />GIRDER. <br />GIRDER. PROVIDE 5" <br />R <br />W/ NAILS, O <br />W/ 10d NAILS, 2 ROWS, 3" <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN WI <br />NOTE: A PT SYP #2 2" z 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) l0d x 3 4" NAILS TO GIRDER AND6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETAi6 TRUSS ANCHORSW/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }" NAIL5 TO GIRDERO/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCKWALL W/70 10d TO <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SOS2.5 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 FASCIAACCOMMODATE TRUSS <br />REQUIREMENTS. <br />WITH (4) J" x 5" TITEN HO TO CMU AND (12) SOS <br />CONT POURED LINTEL <br />SEE ARCHITECTURALANCHOR <br />4" x 2 4" TO GIRDER <br />2x SECURED WI (3) 16d <br />GALV. COMMON NAILS.D WOOD <br />B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 1Od 24" OIC, <br />1x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) SIDS 4" x <br />GALV. COMMON NAILSP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C <br />2z SECURED W/ (3)16d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />VAL <br />GALV. COMMON NAILS. <br />(2) e x 5"TITEN HD TO CMU AND (18) BIDS 4" 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 />12" O/C <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 />B ALLOWABLE UPLIFT = U:2365 LBS, L: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 <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) SD"` 3/4`' <br />2a 2b 2c <br />SCALE: 3l4"=1'-0" <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T 8 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 />LSTA72 20 GAUGE <br />COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING <br />W/ 10dx1/2 HOG NAILS <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3)7" BRACE SECUREl1 PT. PLATE <br />PER LEVATION <br />(1)"X"BRACE @ CENTER TO BLK W/ DIA. <br />"- <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ <br />GIRDER <br />6'•0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />OR 10'-0" MAX /2X4le <br />STRENGTH EPDXY 6" <br />2x WOOD FASCIA, <br />JL <br />SEE ARCHITECTURAL MIN, EMBED. AT 32" OC <br />MAX. <br />PER ELEVATION <br />lx4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8' 8" <br />( O.C. MAX <br />STIFFBACK AS PER <br />GYPSUM BOARD OR i12"HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />STRENGTH <br />rn <br />5 U <br />MAY NOT BE <br />(2)10d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />0 <br />>a> <br />R4i � y F- <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 & (18) t6d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO .ITDIRECTLY <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 />1x4 BTM. CHORD BRACING 6-0" O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° <br />* i • -. °. <br />10'-0" O/C MAXSECURED W/ (2) 1Od <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />- <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 <br />PRE-ENGD TRUSS SCALE: a/4"=1'-a' <br />"' <br />\GIRDER/WOOD POST CONNECTIONS <br />SCALE:34"=1'-0" <br />" <br />J <br />ae <br />SCALE: 3/4"=1' ' <br />• s <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />SCALE 3/4"=10" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4"D <br />�10 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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINO ARE <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 />AND BORING LIMITS <br />9 <br />NOT USED <br />10 <br />SCALE:34"=1'-0" <br />8 <br />SCALE: i 1l2"=1'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www,abdesigngroup.com <br />AA #: 0003326 <br />4 <br />I`- <br />a <br />h <br />Z <br />Q <br />}F} <br />F <br />h <br />Q <br />1 <br />o <br />SVHDIV. Z LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJECT# <br />04181.00 —20151 <br />MODEZA <br />4EBB <br />"1828—CALI" <br />aARAOE awMG: <br />RIGHT <br />PAOZ: <br />DETAILS <br />160 MPH EXP. C <br />AA <br />NO <br />DitINT .1 <br />A 09/01/20 <br />SCALE: 1/4"=1'-0. <br />SHEET <br />s3.1AL <br />