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-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)1 Od x 1 J" NAILS TO TRUSS <br />-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 J" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }' NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />31a 1b 1c TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) <br />ENGINEERED WOOD TRU <br />@ 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 -� <br />TRUSS ANCHOR WITH <br />(9)1 Od x 1 }" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROORWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <br />0/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�--A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS <br />J" x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)? x 5" TITEN HD TO CMU AND (18) SOS }" x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />(2) }" x 5'TITEN HD TO CMU AND (18) SOS }" x 3" <br />1x2 SECURED W/ 1Od MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2a 2b 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />1111100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 IOd TO <br />TRUSS AND (4)1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />�-- TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=V-9' <br />(2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN <br />3/4" T 6 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'-0" O.C. (AT SHEATHING <br />W/ 10dxl/2 HOG NAILS <br />SEAMS) <br />V-0" TO 30'-0" (1) "X" BRACE <br />@ EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. LATE <br />(1) X.- BRACE @ CENTER TO BLK W/ 1 <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />GIRDER <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's S" <br />PRE-ENG FLOOR TRUSS <br />STIFFBAO.C. MAX <br />518" GYPSUM BOARD OR 1/2" HIGH <br />T USS ENG) <br />CONT.2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2) tOtl's @EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />TO BE INSTALLED @ <br />16d TOENAILS <br />IY-O" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB S (18) 16d x <br />SE E SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />kv <br />24/2" NAILS TO POST., <br />BOND BEAM RED. <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 />e ° <br />1/2"GYP. WL. BD. <br />BLOCK WALL W/ GABLE END <br />7 <br />PRE-ENG'D TRUSS SCALE: 3/4"=l'-W <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3I4"=1'-0" <br />,/�FLOOR TRUSS CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />DEPTH VIVO <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 215*0 SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />EDGE >5/8" <br />C - SIMPSONHGUS28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3(4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 <br />BTM. HOLE DIAMETER D - SIMPSONHGUS28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />PLATE < 315°D DBL. STUD EMBED (36) 16d GALV, COMMON NAILS AND (10)16d GALV. NAILS FL#17232 <br />E-SIMPSONHGUS28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 <br />WOOD LEDGER <br />STUD NOTCHING ATTACHMENT DETAIL <br />AND BORING LIMITS 9 SCALE:34"=1'-0" <br />O SCALE: 1 1/2"=1'-D" <br />5' EDGE <br />CENTRAL <br />n" Mix. w/ <br />9" EDGE <br />SPACING <br />SPACING <br />OPEN WEB TRUSS <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE <br />SEE F <br />TYP. TVP P <br />MING PLAN <br />BLEDGER <br />OARD <br />SPLICE 1.1 <br />END OF <br />• • , <br />. . <br />• ' • • <br />80 <br />LEDGER BD.) <br />=E SCHEDULE FOR <br />SEE LEDGER <br />Y ) <br />EDGE L2EDGEftB P P.T <br />5LT SIZE 51/ " <br />SCHEDULE <br />TO BE <br />.T <br />ABED. (TYP) 1. ENSURE THAT EXP. <br />BOLTS/J-BOLTS ARE PLACED <br />Ef <br />INTO GROUTED CELLS, 8" FROM <br />ALL AROUND BOLT. LEDGER <br />r:r <br />In <br />2. END OF FRONT AND REAR <br />LEDGER SHOULD LAP A MIN - Z <br />OF 4'-0". (2)2x10 <br />Z <br />m g <br />3. ALL BOLTS TO HAVE SYP PT <br />. z <br />1° <br />WASHERS <br />4. EXP. BOLTS/J-BOLTS <br />(2) 2X6 <br />SHOULD NOT BE ANY REAR <br />SYP PT <br />CLOSER THAN 6" O/C. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />ISOLTSIZE <br />NIN.ElDGI6T <br />CBLMSPAGNG <br />A <br />DOUBLE 2x8 <br />1 1/2" <br />1 8" <br />16" O/C <br />E <br />DOUBLE 2x101 <br />(2) 3/4" <br />1 8" <br />22" O/C <br />WOOD LEDGER DETAIL <br />10 SCALE: 3/4"=V-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <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 Hi OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS _ <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />Y <br />Y <br />t <br />1ty�i a <br />�P <br />LY <br />tY <br />s <br />� <br />BtmDIV. ac LOT: <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJECT <br />04128.002-46181 <br />MODIM <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 91RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />150 MPH EXP. B <br />DA 07/27/20 <br />WMET <br />S3.1A <br />