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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />12) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x i }" 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}" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 J' NAILS TO GIRDER <br />ix2, 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 />12' O/C <br />MASONRY BONDBEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22'x 4% <br />6", W x 4'-U' 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 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LSS, L:770 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 />8e SS1C-GIRDER <br />TYPICAL TRUSS/ <br />1r, CONNECTOR(S) <br />BACMBLOCI(TH M S3/4"WOODPANELS <br />V <br />(2) 10 WOOD PANELS <br />(2) 12" WOOD PANELS <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE JJOIST TO TOP PLATE <br />w/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2.4 OR 216 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 />1/2' GYP. WL. BD. <br />(,�_�I-JOISTCONNECTION @ L.B.W. <br />E: 3J4"=T'a' (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE >5/8" <br />-HOLE DIAMETER <br />215'13 SGL. STUD <br />HOLE EDGE >56' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />�1 AND BORING LIMITS <br />SCALE 1 1/2'=1'-0' <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 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP 02 2' x 4", <br />S', 8" x 4'4" MAY BE ADDED <br />Wl 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />�—A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN <br />WITH (4) ?'x 5" TITEN HD TO CMU AND (12) SDS <br />}" x 2 J" TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2, 2x WOOD FASCIA <br />(2) J' x 5" TITEN HD TO CMU AND (18) SDS J' x <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />(2) J' x 5"TITEN HO TO CMU AND (18) SDS J' x 3' <br />lx2 SECURED W/ 1Od 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 />�n 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) B° _ <br />BFRI� <br />811CI®tBLOCK <br />nllao�s <br />d500 <br />3J4" WOOD PANELS <br />BOOB <br />(2) 12' WOOD PANELS <br />BO <br />(2) 12" WOOD PANELS <br />90 <br />2K LUMBER <br />LSTA12 20 GAUGE <br />W! t_,2 HDG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />LVUFJOIST WITH <br />BACKER BLOCK <br />14 W/ 5X' AB. WITH <br />-41 MIN. T' EMBEDMENT <br />TO SLAB S (18) 18d x <br />2.1/'Y' NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=l'-W <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-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 />D - SIMPSON HGUS28-2 G <4600 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 (38)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: <br /># 1100 UPLIFT 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)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: 314"=1'-0' <br />6'-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br />lx4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />CHORD OF <br />ID ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 6-0' O/C J END WALL OR OTHER <br />MAX., OR 2x4 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 /L <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0' <br />V EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE <br />CHEDUL SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W <br />5 12' MIN. EMBED. (TYP) <br />81 1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE <br />PLACED INTO GROUTED CELLS, IT'ALL AROUND <br />BOLT. <br />Z 2. END OF FRONT AND REAR LEDGER SHOULD <br />50 LAP A MIN OF 4'-0'. <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) PT DIA. x W MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />FEDGESP <br />CEITIMSPACNG <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />1S, O/C <br />8 <br />DOUBLE 2x8 <br />3I4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />ill' <br />8" O/C <br />16' O/C <br />0 <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6' O/C <br />16, O/C <br />F <br />DOUBLE 202 <br />3/4" <br />6' O/C <br />12, O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0' <br />12) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />XSRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0' O.C. (AT SHEATHING <br />V-0" TO 30'-(7' (1)'W' 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/ 1/7' 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 W/ 12d%6' <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 214 SECURED W/ <br />(2) 10d'e 0 EACH TRUSS <br />TO BE INSTALLED <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />` PRE-ENGD TRUSS 6DALE 34=,'-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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fi AND F2 FORCES. <br />ALTERNATE MATERIALS <br />1 SCALE: <br />A I C N I T I C T i <br />6 <br />Grou�� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />BUDDIV. 8c LOT: <br />SILVEftADO <br />LOT #17 <br />BLK. #14 <br />PROJECT <br />03719.00 —17141 <br />MODZLA <br />"2558—HAWTHORNE" <br />GARAGE 9W : <br />RIGHT <br />PAGE: <br />DETAILS <br />150 M EXP. B <br />