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41) 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 />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 t' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />1x2, 21 WOOD FASCIA <br />SEE ARCHITECTURAL <br />Zx SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />ix2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACIUTATE 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, 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 />1A 1B 1C TYPICAL TRUSS/ SCALE:34"=1'-0 <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <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 �' NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />lx2, 2x WOOD FASCIA Z <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />112 SECURED W/ 10d MASONRY BOND <br />GALV, COMMON NAILS BEAM <br />1T O/C SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <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 />Ail) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) SDS <br />f' x 2 �' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) BOB }" x <br />3" TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) ¥' x vrITEN HD TO CMU AND (18) SOS J' x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, B'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 />�o B ter. TYPICAL ROOF <br />"� `v GIRDER CONNECTOR(S) SCALE: <br />LSTA1220 GAUGE <br />W/ 10dx1Y2 HDG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />iTT4 W/ 5/8" A.B. WITH <br />SIN. P' EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2x4 OR 2x6 WOOD BEARING LONSLAB <br />S TO POST., <br />WALL W/ SYP No 2 STUDS SEE IT DIRECTLY <br />PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />ea' . <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE wl (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 SCALE 3/4"=1'-0 <br />(NO UPLIFT) <br />OUTER 1/3 ( <br />SPAN ONLY <br />PLATE <br />DEPTH 114•0 <br />—HOLE EDGE >5/8' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />O SCALE: 1 12"=1'-0" <br />EDGE >5/8' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=T-9' <br />NOTE: <br />7--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 BOLTU-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) $141 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 />1) - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLTIJ-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) 34' SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />� o� ATTACHMENT DETAIL <br />D SCALE: 3/4"=T-0' <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2 l/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT 12) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4"x 2114' <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 />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0' <br />8'4" MAX (W/1X4) <br />FOR 10'-0" MAX (W/2X4)* <br />(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3) 12d ® EA <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />30'-l" TO 60'-0 (3) "X" BRACESECURE <br />0'4" TO 30'4' (1) "X" BRACE2(2)10d's@EACHTRUSS <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />2x8 PT. PLATE <br />(1) "X" BRACE @ CENTERTO <br />BLK WI lr2 DIA. <br />(2) "X" BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/ 7' <br />FROM CENTER TO END.WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6' <br />SEE ARCHITECTURALMIN, <br />EMBED. AT 32" OC <br />MAX. <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSSSECURE <br />GABLE TO 2x8 <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8' <br />BRACING, SEE <br />STIFFBACK (AS PER <br />O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG)CONT. <br />2x4 SECURED W/ <br />MAY NOT BE <br />REQUIRED <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />. . <br />lx4 BTM. CHORD BRACING 8-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-01 O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. ( 1 <br />v BTM. CHORD BRACING <br />SCALE: 3/4"=1'-0" <br />& 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 />51/7' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />El <br />Ej <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT, <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP A MIN OF W-a*. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />°D <br />CLOSER THAN 8' 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 />SOLTSIZE <br />6EDGEWACNG <br />CBRRALSPACNG <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" O/C <br />C <br />DOUBLE 200 <br />12" <br />S. O/C <br />16, O/C <br />D <br />DOUBLE 2910 <br />3/4" <br />S. O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 202 <br />1 3/4" <br />1 6" O/C <br />1 12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4'=T-U' <br />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 (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, 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 />SAAJTERNATE MATERIALS <br />SCALE: 3/4"=T0 <br />A II C II I T E 6 T5 <br />Groupa. <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-774-4078 <br />www.ebdesigngroup.mm <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: 8134IW2628 <br />FAX: 813-B86.2902 <br />IN�IYI <br />�@imn�3 <br />Su9niv & LOT: <br />SILVERADO <br />LOT #9 <br />BLK #16 <br />PROJECT <br />03719.001-09161 <br />MODEL <br />2795—F <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%,15a MPH <br />