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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Od x 1 }" NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1Dd x 3 }'NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />IX2, 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 />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFAwALLJFLOOR <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" 0/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i 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 />1 A 1 B 1 C TYPICAL TRUSS/ SCALE 314*=70 <br />ss <br />GIRDER CONNECTOR(S) <br />ow <br />LMMKOX <br />7NCNIp6 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)12" WOOD PANELS <br />90 <br />2. LUMBER <br />3/4" T 8 G SUBFLOCR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />6/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />W/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2X4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM, PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BO. <br />r,__'�I-JOIST CONNECTION @ L.B.W. <br />� SCALE:3/4"=V-9' (NO UPLIFT) <br />OUTER 113 ( <br />SPAN ONLY <br />PLATE <br />DEPTH IWO <br />—HOLE EDGE -5/8" <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />EDGE -518" <br />HOLE DIAMETER <br />< 3/5"D DBL. STUD <br />ENGINEERED WOOD TRL <br />0 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 i }" 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 />"ROOFANALLJFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAYBE ADDED <br />W/ IOd NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />X.—A41) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN <br />WITH (4) k x 5" TITEN HD TO CMU AND (12) SDS <br />}" x 2 7J" 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 />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECUREDW/I 16d <br />(2) j' x 5"1ITEN HD TO CMU AND (18) SOB }" x 3" <br />GALV. COMMON NAILS. <br />W SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 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 />LSTAI220 GAUGE <br />W/ 10dxl/2 HOG COMMON NAILS. <br />@ EACH END TOTAL OF 10 <br />8Bi68 <br />DACI® S= <br />1IN70E38 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)12' WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (IS) 16d x <br />2-iM" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVLNVOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-0" <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)1Ed GALV. COMMON NAILS AND (8)16d GALV, COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (10)1 Sd GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314- SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G < 4800 LES, U < 1810 LBS W/ (4) 314"" SIMPSON TITEN BOLT/JSOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 WI1010d TO <br />TRUSS AND (4)1/4" x 2 114" <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/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <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 />lllf� <br />SCALE: 3/4"=V-T <br />6 EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE EFRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE O <br />512" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />Ell El <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />oa 'g <br />CLOSER THAN 6" O/C. <br />S. IN LIEU OF HILTI PAPS SIMPSON TITEN IM" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />VEDGESPACING <br />CENTRALOPACNG <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2xl0 <br />12" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2X10 <br />3/4" <br />B" O/C <br />". O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />S' O/C <br />16" O/C <br />F <br />DOUBLE 2xl2 <br />314" <br />6" O/C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=V-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />01-0" TO 30'4" (1) "X" BRACE <br />30-1" TO 60'-0 (3) "X" BRACE <br />(1)'X' BRACE @ CENTER <br />(2)'X' BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-U' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT, PLATE <br />TO BLK W/ 1/2" DIA, <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2)1 Od's 0 EACH TRUSS <br />TO BE INSTALLED @j <br />10'-0" O.C. MAX. <br />%1 BLOCK WALL W/ GABLE END <br />' PRE-ENG1D TRUSS SCALE:3/4"=1'-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 (F1 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 H10A OR LGT2. ROOF TRUSSES 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 />V) <br />SALLERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />LLC. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abd"gngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:8134M-2628 <br />FAX: 813S8&2802 <br />