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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 TIE. 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 />W, 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 BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFANALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #27'x 4",
<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 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, L770 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 />S1 e 1 1 TYPICAL TRUSS/
<br />"' 1L 1� GIRDER CONNECTOR(S) _
<br />BACM BLOCK
<br />Tr000 8314"
<br />WOOD PANELS
<br />k
<br />(2)12' WOOD PANELS(2)12"
<br />WOOD PANELS
<br />2x LUMBER
<br />314" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<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 2x6 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 />12'GYP. WL. BD.
<br />r,_'�I-JOIST CONNECTION @ L.B.W.
<br />'+ SCALE:3/4"=T-0" (NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />DEPTH 1/4-D
<br />—HOLE EDGE>5ff
<br />-HOLE DIAMETER
<br />2/5•D SGL. STUD
<br />HOLE EDGE >5/6'
<br />HOLE DIAMETER
<br />< 315•0 DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />V SCALE: 1 12'=1'-0'
<br />0 24" 0/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9)10d x 1 k' 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 />"ROOFM/ALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2' x 4",
<br />6", W x 4W' 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—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN
<br />WITH (4) j' x 6' TITEN HD TO CMU AND (12) SOS
<br />tt'x2j"TO GIRDER
<br />B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J" x 5" TITEN HD TO CMU AND (18) SOS }" x
<br />lx2, 2a WOOD FASCIA.
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 16d
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.
<br />(2) J" x 67[TEN HD TO CMU AND (18) SDS }" x 3'
<br />lx2 SECURED W/ lOd MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />17' 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 = BBS5 LBS (2 PLY MIN.)
<br />2A 26 2C TYPICAL ROOF
<br />GIRDER CONNECTOR(S)
<br />LSTA12 20 GAUGE
<br />W/ 10dxl2 HOG COMMON NAILS.
<br />0 EACH END TOTAL OF 10
<br />8
<br />WICKERa CK
<br />TWpO®8
<br />46M
<br />3/4" WOOD PANELS
<br />s000
<br />(2) 12" WOOD PANELS
<br />80
<br />(2) W- WOOD PANELS
<br />90
<br />2x LUMBER
<br />LVUWOIST WITH
<br />BACKER BLOCK
<br />W/ 5/8" A.B. WITH
<br />MIN.
<br />MIN. T' EMBEDMENT
<br />TO SLAB 8 (18) t6d x
<br />2.12' NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />4.
<br />.4. 4.
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=V-9'
<br />A - SIMPSON HUS28 G < 12DO 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, 6' 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 HGUS2&2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, S'
<br />MIN. EMBED (36)18d 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, 6'
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE:
<br />It 1100 UPLIFT SIMPSON —
<br />HTSM2D W/1010d TO
<br />TRUSS AND (4) ll4" x 2114'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br /># 1900 UPLFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/1010d TO
<br />TRUSS AND (4)114" 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 />7' COVER 8 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<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 />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />10 BTM. CHORD BRACING 6-0" OIC END WALL OR OTHER
<br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD �+ /� /+
<br />INTERSECTION TYP. 6 CHORD HORD BRACING
<br />V EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE STM
<br />CHEDUL
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE W
<br />512' MIN, EMBED.(TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, WALL AROUND
<br />BOLT.
<br />°d Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 44'.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6' O/C.
<br />S. IN LIEU OF HILT[ PAPS SIMPSON TITEN 1W
<br />(2) _ PT
<br />DIA. x 3' MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />WEDGEBPA=
<br />CENIRLLBPACBNi
<br />A
<br />DOUBLE 2x8
<br />12'
<br />S. O/C
<br />16, O/C
<br />B
<br />DOUBLE 218
<br />3/4"
<br />W O/C
<br />24" O/C
<br />C
<br />DOUBLE 200
<br />12'
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE 2.10
<br />3/4"
<br />W. O/C
<br />24" O/C
<br />E
<br />DOUBLE Z00
<br />3/4"
<br />6' O/C
<br />1S, O/C
<br />F
<br />DOUBLE 2x12
<br />3/4"
<br />S" O/C
<br />12, O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 31,V-V-U'
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE W/ (3) 12d 0 EA
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'-0" TO 30'4' (1)'X' BRACE
<br />30'-l" TO W-0 (3)'W' BRACE
<br />(1) "X' BRACE G CENTER
<br />(2) "X" BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA, -
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS —�
<br />STIFFBACK (AS PER
<br />TRUSSENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />2(4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENT AT
<br />4'-U'O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x8 PT. PLATE
<br />TO BLK W/ 12' DIA
<br />ANCHOR BOLT W/ 7'
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6'
<br />MIN. EMBED. AT 37' OC
<br />MAX.
<br />SECURE GABLE TO 2.8
<br />P.T. PLATE W/ 12d's 8"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2) 10d's Q EACH TRUSS
<br />TO BE INSTALLED 0
<br />1(Y-0" O.C. MAX.
<br />7 BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE:3/4"=V-a'
<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 60 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 Fl AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE: 3/4'=V-0"
<br />A706010.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD,FL32750
<br />PH:407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA M: 0003326
<br />�m
<br />stmDIv ac I407;
<br />SILVERADO
<br />LOT #11
<br />BLK. #14
<br />PROJECT#
<br />03719.000-11141
<br />HODEIe
<br />°2558-HAWTHORNS"
<br />GA1tA0E 8VW0.
<br />RIGHT
<br />PAGE;
<br />DETAILJ.B
<br />150 H E
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