|
41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 J' NAILS TO TRUSS
<br />12) 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 />{1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(2)T) 10d x 3 J' NAILS TO GIRDER AND
<br />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 />17' O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNJALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x C.
<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 />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1A 1 B 1 C TYPICAL TRUSS/ SCALE:3/4"=T-0"
<br />GIRDER CONNECTOR(S)
<br />8 8
<br />BAHIIOCK
<br />TMOGOGIIE88
<br />4500
<br />314" WOOD PANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />60
<br />(2) 12' WOOD PANELS
<br />90
<br />2X LUMBER
<br />a4 • < • i
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />518" 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 />SEE SHEET S1.1A FOR
<br />NAIL SIZE AND PATTERN
<br />r,,_"\I-JOIST CONNECTION @ L.B.W.
<br />�SCALE:3/4"=V-O" (NO UPLIFT)
<br />DEPTH 1/4`D
<br />—HOLE EDGE>S/8"
<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 />%1 AND BORING LIMITS
<br />V SCALE: 1 12'=1'-0"
<br />HOLE EDGE >5/9"
<br />HOLE DIAMETER
<br /><3/5'D DBL. STUD
<br />ENGINEERED WOOD TRU
<br />0 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETAI6 —�
<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 />Ed
<br />2x SECURED W/ (3)16d
<br />Z
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />1210/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<br />6", 8" x 4'4' 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 LGT3SDS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) BIDS
<br />J' x 2 }" TO GIRDER
<br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) }" x 5" TITEN HD TO CMU AND (18) BIDS }" x
<br />W TO GIRDER
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) �' x 57ITEN HO TO CMU AND (18) SIDS }" x 3"
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<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 />2o ,R ,C TYPICAL ROOF
<br />GIRDER CONNECTOR(S) ��
<br />S
<br />BMA®tmm
<br />TiOU=
<br />1500
<br />3/4" WOOD PANELS
<br />8000
<br />(2) 12"WOOD PANELS
<br />60
<br />(2) 12"WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/ lodxl2 HOG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVUIJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/5/8" A, B. WITH
<br />MIN. 7' EMBEDMENT
<br />TO SLAB & (18) 16d x
<br />2-12" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />. ry- 4
<br />4. G
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=1'-0"
<br />NOTE.
<br />A -WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<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"1 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, S.-
<br />MIN.
<br />EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />o ATTACHMENT DETAIL
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/10 10d 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/10 10d 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 & 2' APART
<br />REPAIR OF MULTIPLE
<br />3 MISPLACED EMBEDDED TRUSS ANCHOR
<br />SCALE: 3/4"=1'-0"
<br />6--a'MAX (W/1X4)
<br />OR 10'-0" MAX (W/2X4)
<br />(2) 2X4 No.2 SYP DIAG.
<br />214 BLOCKING BETWEEN
<br />BRACE W/ (3) 12d O EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-C' O.C. (AT SHEATHING
<br />0'-0" TO 30-0" (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 37' OC
<br />lx4 DIAGONAL
<br />MAX.
<br />BTM. CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2X8
<br />BRACING, SEE
<br />P.T. PLATE W/ 12d's 8"
<br />PLAN FOR LOCATION
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />MAY NOT BE
<br />TRUSS ENG)
<br />CONT, 2X4 SECURED W/
<br />REQUIRED
<br />(2) 10d's f� EACH TRUSS
<br />TO BE INSTALLED Q
<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 2.4 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 /� p /�
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0'
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE m0�'i, BTM.
<br />HEDUL
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE w
<br />5 1/2' 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 />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 W O/C.
<br />S. IN LIEU OF HILTI PAPS 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 />SEDGESPACM
<br />CIRInVISPACM
<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 Z 00
<br />12'
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE Zx10
<br />3/4"
<br />e" 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 Zd 2
<br />3/4"
<br />6' O/C
<br />12' O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=T-0"
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 3/4"=T-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, 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 />%�LTERNATE MATERIALS
<br />SCALE: 3W=1' 0'
<br />Grow inn
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-774,6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003326 A
<br />tl�
<br />iL
<br />i
<br />OVHDIV Ae LOT:
<br />SILVERADO
<br />LOT #6
<br />BLK #16
<br />PROJECT*
<br />03719.001-06161
<br />MODEL•
<br />"2558-HAWTHORNE"
<br />GARAGE OWING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />IP
<br />
|