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A{l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d 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 />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J' 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 />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFM/ALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#2 Z'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 LES (1 PLY) <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U'.2705 LBS (2 PLY) <br />S1A 1 1 TYPICAL TRUSS/ <br />r" I" GIRDER CONNECTOR(S) <br />fHlII <br />BN7B:IBL= <br />111CIBEp <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />12) 12" WOOD PANELS <br />90 <br />2z LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />w/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 26 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />(,__�I-JOIST CONNECTION @ L.B.W. <br />�+ 6DALE:3/4"=T-9' (NO UPLIFT) <br />DEPTH 1/4`D <br />—HOLE EDGE >519' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />OUTER 1/J OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />EDGE >5/8' <br />HOLE DIAMETER <br /><3/5.0 DEL. STUD <br />ENGINEERED WOOD TRU <br />024 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 6" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE. APT SYP#27'x 4", <br />6', W 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 />--A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)? ' x 5" TITEN HD TO CMU AND (18) SDS �' x <br />lx2, 2x WOOD FASCIA <br />W TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS. <br />(2) }'x 671TEN HD TO CMU AND (18) SDS *'x 3" <br />1x2 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, 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 = 8885 LBS (2 PLY MIN.) <br />2A 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" <br />MCI®1&M <br />1111ABN6 <br />4500 <br />3!4" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2.LUMBER <br />LSTA12 20 GAUGE <br />W! 10tlx12 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVLIIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (18)16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />5 LVL/WOOD POST CONNECTIONS <br />SCALE: 3/4'=T-Y' <br />NOTE: <br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM <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 < 24DO LBS, U < 1425 LBS W/ (2) 3/4"0 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 < 1010 LBS W/ (2) 34- 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) 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 />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=l'-0" <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d 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 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 />T COVER & T APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4'=1'4' <br />6'-0" MAX (W/1X4) <br />�R 1V-0" MAX (W/2X4) <br />tx4 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 />lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />6'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />5 12" 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 />LAP MIN OF4'-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 S' O/C. <br />5, IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3' MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />/BO rACW <br />CEAIML�ACBN <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" 0/C <br />C <br />DOUBLE 2x10 <br />12" <br />8" O/C <br />16" O/C <br />D <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />24" 0/C <br />E <br />DOUBLE 200 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6' O/C <br />17' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: <br />(2) 2X4 Not SYP DIAG. <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 />30'-l" TO 60'-0 (3) "X" BRACE <br />SECURE 2z8 PT. PLATE <br />(1) "X" BRACE ® CENTER <br />TO SILK W/ 12' DIA <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 7' <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/ 12d%6' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's C EACH TRUSS <br />TO BE INSTALLED Q <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D 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 (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 H10A 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 FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/ -" T-' <br />A 16 I I T! 6 T I <br />6 <br />Groin <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.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: 613-8662628 <br />FAX: 8134Nl6.2802 <br />BXMDIV. ae LOT <br />SILVERADO <br />LOT #7 <br />BLK #10 <br />PROJXICTIP <br />03719.000 07102 <br />MODEL: <br />2368-B <br />GARAGE $TANG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH FA. B <br />