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A{7) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 Dd x 1 e NAILS TO TRUSS <br />S42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 Je" NAILS TO TRUSS <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETAI6 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#22"x4", <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:770 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 />TYPICAL TRUSS/ <br />1A 16 1— <br />GIRDER CONNECTOR(S) _ <br />314" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/2"HIGH <br />STRENGTHCLG.BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />214 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. BD. <br />a. <br />a . <br />e f <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />`* SCALE:3/4"=l'-0" (NO UPLIFT) <br />PTH 1/4"D <br />OLE EDGE >5/8" <br />OLE DIAMETER <br />2/5`D SGL. STUD <br />OUTERPcw,d12h <br />SPAN <br />--HOLE EDGE>5/8" <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />OILIMITS <br />8 SCALE: 1 i/2"=1'-0" <br />HOLE DIAMETER <br />< 3/5"D DBL. STUD <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) 10d 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 />"ROOFNVALL/FLOOR <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 />Or TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />\--A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) t' x 5"TITEN HD TO CMU AND (12) SDS <br />P x 2 7j" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 5" TITEN HD TO CMU AND (18) SDS }" x <br />lx2 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3} i8d <br />C{2) SIMPSON FGTR GIRDER TIEOOWNS WITH <br />GALV. COMMON NAILS. <br />(2) }" x 671TEN HD TO CMU AND (18) SDS }" x Y <br />1x2 SECURED W/ iOd MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C <br />SOLID, W 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 />LSTA12 20 GAUGE <br />W/ 10dxl/2 HOG NAILS <br />EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />ri <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2-12. NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />e^ " <br />a. <br />%�GIRDER/WOOD POST CONNECTIONS <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LBS, U c 1425 LBS W/ (2) 314- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4" 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 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 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) 3lW` SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />`SCALE:--=1'-0" <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 I Od TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19DO UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/101 Od TO <br />TRUSS AND (4)114" 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 & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314'=1'-0" <br />6'-W MAX (W/1X4) <br />�R 19-0" MAX (W/2X4)� <br />1 x4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 6-0" OIC -/ SEND WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1(Y-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3l4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE R <br />CHEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE d <br />5 12" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/JSOLTS ARE <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT. <br />- Z <br />2. ENO OF FROM AND REAR LEDGER SHOULD <br />°D <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />= Z <br />4. EXP. BOLTS/JSOLTS SHOULD NOT BE ANY <br />m <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAFS SIMPSON TITEN 1/4" <br />(2) _ <br />DUI. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />8MW&nACNB <br />CBITRALSPACM <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />16" O/C <br />B <br />DOABLE 2.8 <br />3/4' <br />8" OA: <br />24" O/C <br />C <br />DOUBLE 2x10 <br />1/2" <br />8" O/C <br />16' O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />3W <br />6" O/C <br />16' O/C <br />F <br />DOUBLE 202 <br />3/4" <br />6' O/C <br />12" O/C <br />S <br />WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP OIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />W-1" TO 80'-0(3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) W BRACE @ CENTER <br />TO BLK W/ 12" CIA. <br />(2)'9(" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED, AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2)1 Od's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34'=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 (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 H1OA 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 F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862. 28 <br />FAX: 613-8B6-2802 <br />BUDDIV. All. LOT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />PRGJECTj1 <br />03719.000-22 <br />mopml-" <br />2795—B <br />GARAGE gVfMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 H EXP B <br />