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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 j' NAILS TO TRUSS <br />B-(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 />C-(1) 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 />1x2, 2. 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 />12' Q/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROORWALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22'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" 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 = U2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1A 16 1C TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) SCALE: 34"=1' P' <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE$NG FLOOR TRUSS <br />5/6' GYPSUM BOARD OR V2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 j' NAILS TO <br />GIRDER. PROVIDE 6' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALl1FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x f' <br />6', 6' x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />L—A-(1) SIMPSON LGT3$DS2.5 GIRDER TIEDOWN <br />WITH (4) t' x 6' TITEN HD TO CMU AND (12) SOS <br />}'x 2 k' TO GIRDER <br />EH 1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J' x 5" TITEN HD TO CMU AND (18) SDS }" x <br />lx2, 21 WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ 331'T <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) k' x 6TITEN HD TO CMU AND (18) SOS }'x 3" <br />W SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12' O/C SEE <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 />- 26 2C )TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />LSTA1220GAUGE <br />W/ 10dxl/2 HOG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />iTT4 W/ 5AT' AB. WITH <br />AIN. 7' EMBEDMENT <br />I R/ TO SLAB 8 (18) 16d x <br />2x4 OR 2x6 WOOD BEARING 2-11. NAILS TO POST., CCC---ttt <br />WALL Wi SYP A 2 STUDS SEE POST TO SIT DIRE f• .1 <br />PLANS FOR SPACING. SINGLE ON SLAB ILL iil <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING a" . <br />10 GYP. WL BD. <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />�* SCALE:3/4''=''-D' (NO UPLIFT) <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/6' <br />HOLE DIAMETER <br /><2/5'D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />OLE EDGE >5/8" <br />0. <br />BTM. HOLE DIAMETER <br />PLATE <3/113DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1(Z'=1'-0' <br />GIRDER/WOOD POST CONNECTIONS <br />5 <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 < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J$OLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J$OLT, S' <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$OLT, 6' <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS Wl (4) 3/4' SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 21W <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W11010d TO <br />TRUSS AND (4)1/4" x 21/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE.ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2' COVER 8 7' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0' <br />6'-O" MAX (W/1X4) <br />OR 10'-a' MAX(W2X4) <br />lx4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />tx4 BTM. CHORD BRACING 6-0' O/C END WALL OR OTHER <br />MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10-0' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3M"=1'-0" <br />5' EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE R%Ikww BTM' <br />HEDU <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />5 1/7, MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J$OLTS ARE <br />PLACED INTO GROUTED CELLS, WALL 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$OLTS SHOULD NOT BE ANY <br />CLOSER THAN 6' O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAV BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />B®OESPACMO <br />CB(IRALSPACMG <br />A <br />DOUBLE 2x8 <br />12" <br />W O/C <br />16, O/C <br />8 <br />DOUBLE 2x8 <br />3/4" <br />6' O/C <br />24" O/C <br />C <br />DOUBLE 2l10 <br />12" <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 200 <br />3/4" <br />6' O/C <br />24" O/C <br />E <br />DOUBLE Z00 <br />314" <br />6' O/C <br />16' O/C <br />F <br />DOUBLE Z02 77F77W <br />G' O/C <br />12' O/C <br />10 WOOD LEDGER DETAIL <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d ® EA <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X$RACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-W O.C. (AT SHEATHING <br />0-0' TO 30'-0' (1) "X" BRACE <br />SEAMS) <br />30'-," TO W-0 (3) "X" BRACE <br />SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK 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's 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 0 <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=l'-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 (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 H 10A 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 />{\ <br />SUBJECT TO F1 AND F2 FORCES. <br />N <br />&LjTERNATE MATERIALS <br />SCALE: 314"=1'-(P <br />12CNITIll CTi <br />Groin <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />w .abdesiBlgroup.wm <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: 8134186-2628 <br />FAX: 813B8Cr2802 <br />SVHGIV. er LOT. <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJECT# <br />03719.000-01161 <br />MODEL& <br />2795-CAMDEN <br />GARAGE STIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DwR1E 03/24/21 <br />SCALE: 1/4"=1'-O" <br />SKEET <br />S3.1A <br />