|
41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)10d x 1 }" NAILS TO TRUSS
<br />J2) 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 />(1 6) 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 />2z SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />tx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12, O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #27'x 4",
<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, L770 LBS, (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L: 1430 LBS Z OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1A 1B 1C TYPICAL TRUSS/
<br />GIRDER CONNECTOR(S) SCALE 3/4"=1' Y'
<br />BERES
<br />BICI®iBIlm
<br />111CBESS
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />5/8" GYPSUM BOARD OR 117' 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 />I -JOIST CONNECTION L.B.W.
<br />4 SCALE:34„=' D' (NO UPLIFT)
<br />OUTER 113 (
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />Q 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
<br />SEE ARCHITECTURAL
<br />H
<br />2x SECURED W/ (3)16d
<br />Z
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />1T O/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 Tx 4",
<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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />A�1) SIMPSON LGT3-3DS2.5 GIRDER TIEDOWN
<br />WITH (4) t" x 5"TITEN HD TO CMU AND (12) SDS
<br />}" x 2 }'TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) }" x 6' TITEN HD TO CMU AND (18) SDS J" x
<br />3" TO GIRDER
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) }" x 97ITEN HD TO CMU AND (18) SDS }'x 3"
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, TEACH 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 />Lo 2R LC TYPICAL ROOF
<br />GIRDER CONNECTOR(S) "L
<br />BEAFS
<br />BACKER BLOCK
<br />THIC AM
<br />4500
<br />3l4" WOOD PANELS
<br />6000
<br />(2) 7I7' WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/ 10dx12 HDG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LWIJOIST WITH
<br />BACKER BLOCK
<br />Lllj
<br />HTT4 W/ 5/8" AB. WITH
<br />MIN. T' EMBEDMENT
<br />TO SLAB 8 (18) 16d x
<br />2-12" NAILS TO POST.,
<br />POST TO SR DIRECTLY
<br />ON SLAB
<br />4<
<br />4.
<br />05—LVL'WO OD POST CONNECTIONS
<br />SCALE: 3/4"=T-G'
<br />O
<br />W-
<br />DEPTH 1/4'0 IO -
<br />—HOLE EDGE >5/6'
<br />LI
<br />—HOLE DIAMETER
<br /><2/5•D SGL. STUD
<br />STUD NOTCHING
<br />�o�AND BORING LIMITS
<br />O SCALE: 1 12"=1'-0"
<br />��'�n�
<br />=EISMEN,
<br />INEINE
<br />LE EDGE >5AT" 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) 3W` 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) 3/41° SIMPSON TITEN 80LT/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 BOLTU-BOLT, 5"
<br />HOLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />< 36.0 DBL. STUD E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, S'
<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"=1' 0"
<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/1010d TO
<br />TRUSS AND (4) 1/4' x 2 1/4"
<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 Z'APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1'-0"
<br />6'-0" MAX (W/1X4)
<br />�,OR 10'-0" MAX (W/2X4)�
<br />(2) 2X4 No.2 SYP DIAG.
<br />2X4 BLOCKING BETWEEN
<br />BRACE W/(3)12d @ 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'-U' (1) "X" BRACE
<br />SEAMS)
<br />30'-P' TO 60'-0 (3) ")CBRACE
<br />SECURE 2x8 PT. PLATE
<br />BRACE 0 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 37'OC
<br />1x4 DIAGONAL
<br />MAX,
<br />BTM. CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />BRACING, SEE
<br />P.T. PLATE W/ 12tl's 8'
<br />PLAN FOR LOCATION
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />MAY NOT BE
<br />TRUSS ENG)
<br />CONT. 2.4 SECURED W/
<br />REQUIRED
<br />(2) 10d's C EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX.
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER
<br />MAX., OR 214 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 NP- BTM. CHORD BRACING
<br />6
<br />SCALE: -'=T-( '
<br />6 EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE T RG. OR BTM.
<br />CHEDU
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE W
<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 />a0 �
<br />LAP A MIN OF *-W.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />°0
<br />CLOSER THAN 6' O/C.
<br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4"
<br />(2) _ PT
<br />DIA x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />VSMSPACNG
<br />CNIRALSPACNG
<br />A
<br />DOUBLE 2c8
<br />12"
<br />Tor-
<br />16' O/C
<br />B
<br />DOUBLE 2(8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />117,
<br />8" O/C
<br />16" O/C
<br />D
<br />DOUBLE 2x10
<br />3/4,
<br />6' 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 2xl2
<br />3/4"
<br />6" O/C
<br />12" O/C
<br />s
<br />WOOD LEDGER DETAIL
<br />SCALE: _11-I'-O'
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END
<br />' PRE-ENG'D TRUSS SCALE "_''�
<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, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO F1 AND F2 FORCES.
<br />%ALTERNATE MATERIALS
<br />SCALE: 3/4"=1'-0"
<br />A N C N 1 T 1 6 T a
<br />Design
<br />Grou
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-7744078
<br />w .abdesigngroup.com
<br />AA #: 0003325 _ J
<br />F
<br />m
<br />h
<br />U
<br />0
<br />y4
<br />y
<br />4
<br />Fe
<br />C
<br />f:
<br />SVHDrv. & LOT
<br />SILVERADO
<br />LOT #10
<br />BLK #15
<br />P1ROJECT#
<br />03719.001-10151
<br />W0DET-
<br />"2558-HAWTHORNE"
<br />GARAGE 8TvnmNG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />15 H E . B 01
<br />M.
<br />D M 03/02/21
<br />scALE: 1/4"=1'-0"
<br />S*M=
<br />1111,. S3.1A
<br />
|