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-(l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 } NAILS TO TRUSS <br />42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 k NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) l6d x 3 } NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GAIN. 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 />"ROOFANALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4", <br />6", 8" x 4%W 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:18/0 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 />GIRDER CONNECTOR(S) SCALE"=1-(r <br />sm <br />WOMB= <br />THOINSI4 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) in" WOOD PANELS <br />60 <br />(2)1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />3W' T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG WOIST <br />518" GYPSUM BOARD OR 1n" HIGH <br />STRENGTH Cl-G. BOARD <br />SECURE W OIST 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 />in"GYP. WL. BD. <br />I -JOIST CONNECTION @ L.B.W. <br />SOALE 3/4"=l'-U' (NO UPLIFT) <br />OTCH DEPTH 1/4^13 <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />< 2/5'D SGL. STUD <br />OUTER iB OF <br />SPAN ONLY <br />OLE EDGE >5I8' <br />01 <br />BTM. ""----HOLE DIAMETER <br />PLATE < 3/5`D DBL. STUD <br />STUD NOTCHING <br />i1 AND BORING LIMITS <br />0 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 />2x WOOD FASCIA SE LG� <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)1 'd <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d MASONRY BOND <br />GALV. COMMON NAILS BEAM <br />12" O/C SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2. 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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />A-(t) SIMPSON LGT3SDS2.5 GIRDER TIEDOW <br />WITH (4) t x 5" TITEN HD TO CMU AND (12) SE <br />}'x 2 � TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) e x 5" TITEN HD TO CMU AND (18) SOS }'x <br />3" TO GIRDER <br />G-(2) SIMPSON FGTR GIRDER TIEDOWNS WIT <br />(2) �' x 5-TITEN HD TO CMU AND (18) SOS k x <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2a Zb 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />LSTA1220 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.O. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (18) l6d x <br />2-112" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />8mu <br />BAC103tKM <br />THOINBIS <br />4500 <br />3/4' WOOD PANELS <br />8000 <br />(2) tl2" W000 PALLS <br />80 <br />(2)1/2' WOOD PANELS <br />90 <br />2x LUMBER <br />LVLMOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-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) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. <br />8 - SIMPSON HUS28 G < 24DO LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 240D LBS, U < 1810 LBS WI (2) 3/4"" SIMPSON TITEN BOLTIJSOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GAIN. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- 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)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />��TACHMENT DETAIL <br /># 1100 UPLIFT SIMPSON <br />HTSM20 NiO 10d TO <br />TRUSS AND (4)1/4" x 21/4' <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 WN010d TO <br />TRUSS AND (4)1/4" x 21/4" <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 />3 SCALE: 3/4"=1'-0" <br />ONOT USED <br />SEDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T <br />CHEDUL <br />SCHEDULE SEEFRAMINGPLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE d <br />W <br />51/2"MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />m <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 />m <br />CLOSER THAN 6' O/C. <br />S. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) _ PT <br />DUX x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />YEDOESPACBIG <br />COARALSPACING <br />A <br />DOUBLE 2x8 <br />1/2" <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 2x10 <br />112" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 2x10 <br />3/4•' <br />811 O/C <br />24•' O/C <br />E <br />DOUBLE 2xl0 <br />3/4" <br />61• O/C <br />16" Olc <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" 0/C <br />12" O/C <br />WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d Q 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 />30•-l" TO 60•-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER <br />TO BLK W/ 1n" DIA. <br />(2) "X" 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 WI 12d's S" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED (!� <br />_ <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ, <br />%BLOCK WALL W/ GABLE END <br />PRE-ENGD 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 $O LONG AS THE NEW STRAP HAS <br />EQUVALENT 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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />ALTERNATE MATERIALS <br />/ SCALE: 3/4"=V-0" <br />ITN <br />A■CB IT19T• <br />6 <br />Group.. <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, F132750 <br />PH: 407-774t078 <br />FAX: 407-7744078 <br />www.abdosWgroup.com <br />AA #: 0003326 <br />w <br />M <br />0 <br />a <br />a <br />0 <br />Rs <br />5G, <br />Isosnri►. as LOT: <br />SILVERADO <br />LOT #11 <br />BLK #13 <br />auoamcT* <br />r03719.000-11132 <br />LWANA" <br />swnwo" <br />GHT <br />DETAILS <br />150 MPH EXP. B <br />DPwn4 8/17/20 <br />TM <br />ZICAM 1/4"=1'-0" <br />SHOW <br />S3.1A <br />