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(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1 DO x 1 �' 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 />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 J' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) l6d x 3 J' 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 />17, 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 Tx 1% <br />6% W x 4'-T MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, T <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />PICAL TRUSS/ <br />88S_DNR_D_ER CONNECTORS) <br />3/4"WOOD PANELS <br />r <br />(2)1/7' WOOD PANELS <br />(2) 12" WOOD PALLS <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />W/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2X4 OR 2.6 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 />1f7' GYP. WL. BD. <br />I -JOIST CONNECTION @ L.B.W. <br />4 (NO UPLIFT) <br />OUTER 1/3 <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4"D <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5"13 SGL. STUD <br />STUD NOTCHING <br />AND BORIN LIMITS <br />EDGE >56' <br />HOLE DIAMETER <br />c 3/5•13 DBL STUD <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 J' NAILS TO <br />GIRDER. PROVIDE T <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <br />8', W x N-V' 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 />1—A41) SIMPSON LGTXSDS2.5 GIRDER TIEDOWN <br />WITH (4) pT' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 j" TO GIRDER <br />Bit) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 5" TITEN HD TO CMU AND (18) SDS J' x <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />2x SECURED W/ (3) ISO <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2)�' x 6TITEN HD TO CMU AND (18) SDS }" x 3" <br />tx2 SECURED W/ 1 W MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />17' O/C <br />SOLID, 6' 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 = SSW LBS (2 PLY MIN.) <br />2A 26 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />> <br />BAp�Ra= <br />iHEKNM <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) i2" WOOD PANELS <br />80 <br />(2)12"WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 10�c1/2 HDG COMMON NAILS. <br />a EACH END TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" AB. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (18)16d x <br />2-1Q" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />a. <br />4 <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=T-a' <br />A - SIMPSON HUS28 G < 12DO LBS, U < 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 6' MIN. <br />EMBED (22) 16d 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 BOLTIJ-BOLT, S' 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, S' <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) ISO GALV. COMMON NAILS. <br />D - SIMPSON HGU528-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, S. <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) 314'" SIMPSON TITEN BOLTIJ-BOLT, S, <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3W=T-Of' <br /># 1100 UPUFT SIMPSON - <br />HTSM20 W/10 10d 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)114" 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 />7' COVER & T APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314"=,•-0" <br />8'-0" MAX (W/1X4) <br />�R 10'-0" MAX (WaM)* <br />1x4 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 />tx4 BTM. CHORD BRACING 6'-0" O/C —/ SEND WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10-O" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD �+ �L <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=l'-0" <br />5'EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE <br />HEDUL SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W <br />5 1/T MIN. EMBED, (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO <br />GROUTED CELLS, TALL AROUND <br />BOLT. <br />Z 2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF 4'-O". <br />3. ALL BOLTS TO HAVE WASHERS <br />Z 4. EXP. BOLTS/J-80LTS SHOULD NOT BE ANY <br />f CLOSER THAN <br />6' O/C. <br />5, IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) PT DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />6670ESPAcm <br />cBlRML&PACNB <br />A <br />DOUBLE 2x8 <br />117, <br />8" O/C <br />16' O/C <br />S <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24' O/C <br />C <br />DOUBLE ZOO <br />1/7' <br />W O/C <br />16' O/C <br />D <br />DOUBLE 2X10 <br />3/4" <br />6' O/C <br />21V O!C <br />E <br />DOUBLE 2XIO <br />3/4" <br />6' O/C <br />16' O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6' O/C <br />10 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 ®EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'47' O.C. (AT SHEATHING <br />0'-(" TO 39-0" (1) 9C' 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/ 12" DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W77' <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 37' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d9 6' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2X4 SECURED W/ <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED@) <br />1014" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENGD TRUSS SCALE:34"=1' Y' <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 (Ft 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 />ALTERNATE MATERIALS <br />SCALE: 314"=1'-0" <br />F'ARCNITRCTR <br />6 <br />Growl.. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />SILVERADO <br />LOT #19 <br />BLK #13 <br />Fi—toi T <br />03719.000-19131 <br />MODZU <br />"2558-HAIITHORNE" <br />GARAGE SWING: <br />RIGHT <br />PADS: <br />DETAILS <br />150 PH W. B <br />