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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />B{2) 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 />C{1) 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 }'NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) ,. <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12"O/C <br />'MASONRY BOND BEAM <br />SEESCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#2Z'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 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 />8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />la lb lc TYPICAL TRUSS/ SCALE <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG I -JOIST <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE I -JOIST TO TOP PLATE <br />w/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />�— 2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />BERIES TH�PIB� PROVIDE DBL. TOP PLATE <br />4500 3/4" WOOD PANELS PROVIDE BLOCKING <br />6000 (2)12" WOOD PANELS 12" GYP. WL. BD. <br />60 (2) 12" WOOD PANELS <br />90 2x LUMBER SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />r,�I-JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />THOLE DIAMETER <br />E TER <br />/ HOLE DIAMETER <br />2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.— <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />ENGINEERED WOOD TRUSSES <br />PLYWOOD SHEATHING, SEE <br />a....SUBMIT SHOP <br />"ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 7' x <br />(9)10d x 1 J' NAILS TO <br />6', 8" x 4'-0" MAY BE ADDED <br />GIRDER. PROVIDE 6' <br />W/ 10d NAILS, 2 ROWS, 3' <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HEAVY UPLIFT <br />7 TIEDOWN REQUIREMENTS. <br />CONNECTOR <br />1—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />w WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDE <br />}'x 2 J' TO GIRDER <br />B{1) SIMPBON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5"TITEN lD TO CMU AND (18) BIDS }" x <br />lx2, 2(WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />(2)}' x 5'7ITEN HO TO CMU AND (18) SDS �' x 3` <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />17, O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c <br />SCALE <br />GIRDER CONNECTOR(S) <br />S� <br />BACKER BLOCK <br />THOIE88 <br />4500 <br />3/4. WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2z LUMBER <br />LSTAl220 GAUGE <br />W/ 1'd 2 HDG COMMON NAILS. <br />IM EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (18) 16d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVL/WOOD POST CONNECTIONS <br />5 <br />NOTE: <br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM <br />LE EDGE>5/e" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) i6d 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, 6' <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, S' <br />HOLE DIAMETER MIN. EMBED (36) 16d GALV, COMMON NAILS AND (12) 16d GALV, COMMON NAILS. <br />< 3/5'D DBL. STUD 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 2 1/4" <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 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: 3/4"=1'-O' <br />6'-0" MAX (W/1X4) <br />,2R 1U-0" MAX (W/2X4)) <br />(2) 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 />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'4" (1) W BRACE <br />SEAMS) <br />30'-l" TO 60'-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 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />lx4 DIAGONAL <br />P.T. PLATE W/ 12d's 8" <br />BTM. CHORD <br />STIFFBACK (AS PER <br />O.C. MAX <br />BRACING, SEE <br />TRUSS ENG) <br />CONT. 214 SECURED W/ <br />PLAN FOR LOCATION <br />(2) 10tl's EACH TRUSS <br />MAY NOT BE <br />TO BE INSTALLED@ <br />REQUIRED <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. ... <br />lx4 BTM. CHORD BRACING 6-0" O/C —� END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD /+ �L /+ <br />INTERSECTION TYP. /1 BTM. CHORD BRACING <br />v <br />SCALE: 3/4"=T' 7' <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE �RSTM <br />SCHEDULE,SCHEDULE <br />SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE Q <br />512" MIN. EMBED. (TYP) <br />EF <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />2: <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />m g <br />LAP A MIN OF 4'-0'. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6" O/C. <br />5, IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" <br />(21 PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />BEDGESPACM <br />C@RRALSPACNG <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 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" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />16' O/C <br />F <br />DOUBLE 2112 <br />3/4" <br />6" O/C <br />12' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD 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 (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, 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 />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-0" <br />A I C I IT I C T S <br />6 <br />Grob i 1n <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />gR <br />G <br />V <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT#► <br />037 9.00 —16161 <br />�[ODET1 <br />RIGHT <br />PAGE: <br />DETAILS <br />' 07/09/21 <br />DATE• <br />SCALE: 1/4"=1'-0" <br />8*12 T <br />s3.1A <br />T, <br />