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41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10dx 1 }" NAILS TO TRUSS
<br />42) 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 />41) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1Od 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) 16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12, O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFM/ALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APTSYP#22'x4",
<br />6", 8" x 4'd7' 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 = L1 1810 LBS, L:770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LSS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1 a 1 b 1 c TYPICAL TRUSS/ SCALE 34"=1'49'
<br />GIRDER CONNECTOR(S)
<br />Sam
<br />BACIO7Im=
<br />7HERE86
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />60
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />a
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG WOIST
<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, VdL. BD.
<br />SEE SHEET SlAA FOR
<br />NAIL SIZE AND PATTERN
<br />O,I-JOIST CONNECTION @ L.B.W.
<br />BCALE: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 >5/8"
<br />—HOLE DIAMETER
<br />< 215.0 SGL. STUD
<br />HOLE EDGE >S/8"
<br />ol
<br />HOLE DIAMETER
<br /><3/5'D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE: 1 12"=1'-0'
<br />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 S'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", B" 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 />— LGTD GIRDER
<br />WITH(4)j'X 5" TITEN HD TO CMUAND (12)SOS
<br />�' x 2 J' TO GIRDER
<br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2)}" x 5" TITEN HD TO CMU AND (18) BIDS }" x
<br />lx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ 13)16d
<br />(2) }'x 6,rITEN HD TO CMU AND (18) SDS }" x 3
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d 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 />2a 2b 2c TYPICAL ROOF SAL 4"=1'- "
<br />GIRDER CONNECTOR(S)
<br />8 3
<br />SA01®tmm
<br />TNICIDESS
<br />4500
<br />311" WOOD PANELS
<br />8000
<br />(2) 12' WOOD PANELS
<br />BO
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/ "",1/2 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVL/IJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ 5/8" A.B. WITH
<br />MIN. T' EMBEDMENT
<br />TO SLAB & (18) 16d x
<br />2-12" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />LVL/WOOD POST CONNECTIONS
<br />cJ SCALE: 3/4"=,•-0"
<br />A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A- SIMPSON HUS28 G < 1200 LBS, U < 1260 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) 314"' SIMPSON TITEN BOLT/J-BOLT, S' 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 <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 />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: 3l4"=1'-O'
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/10 10d TO
<br />TRUSS AND (4) 1/4" x 21/4"
<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/10 10d 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 & 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3
<br />64' MAX (W/1X4)
<br />OR 1U-0" MAX(W/2X4)
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d C EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-U' O.C. (AT SHEATHING
<br />0'-0" TO 30'-0" (1) "X" BRACE
<br />SEAMS)
<br />W-l" TO 80'-0 (3) ')CBRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE 0 CENTER
<br />TO BLK W/ 12" DIA.
<br />12) ")CBRACE DIVIDED EQUALLY[ITO
<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 ARCHITECTURALMIN.
<br />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. 2x4 SECURED W/
<br />PLAN FOR LOCATION
<br />1 EACH TRUSS
<br />MAY NOT BE
<br />E I S
<br />8E 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 />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
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />�gL1� S�g
<br />SEE RWA ORGY BTM.
<br />CHEDUL
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE 6w
<br />5 12" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 8" ALL AROUND
<br />BOLT.
<br />- Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />mg
<br />LAP MIN OF 4'-0".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />°t
<br />CLOSER THAN 6" O/C.
<br />OF
<br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 114"
<br />(2) _ PT
<br />DIA. x 3" SCREWS MAY BE USED,
<br />CAMP CPANNr: P901 IIPPMPNT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />#EDOESPACINO
<br />CEIMMSPACMG
<br />A
<br />DOUBLE 2x8
<br />1/Z'
<br />8" O/C
<br />16, O/C
<br />B
<br />DOUBLE 2x8
<br />3W'
<br />8" 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 2x10
<br />3/4"
<br />e" O/C
<br />24" O/C
<br />E
<br />DOUBLE 200
<br />3/4"
<br />6" O/C
<br />F
<br />DOUBLE 2x12
<br />3/4"
<br />6" O/C
<br />1T O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=1'-fY'
<br />BLOCK WALL W/ GABLE END
<br />` PRE-ENGD TRUSS SCALE:34"=1'
<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 $O 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 />11 ALTERNATE MATERIALS
<br />SCALE: -'=T-'
<br />A R C R 1 T R C T R
<br />6
<br />Grouper
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32760
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA #: 0003326
<br />[pnoilccT#
<br />MGM a wSILVERADO
<br />LOT#11
<br />BLK#10
<br />03719.001-11101
<br />MODEL:
<br />2045-LANTANA"
<br />GARAGE SwINC:
<br />RIGHT
<br />PACE:
<br />DETAILS
<br />50 H EXP.
<br />
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