HomeMy WebLinkAboutGARAGE DOOR PLANS-
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DOUBLE 2X6
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SHEATHING SPLICE
(2) 16d TOE NAILS
EACH HEADER
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#5 CONT 31"
OVERLAP
EACH END--
1'-9 3/4"
(2)
(2) 2X4 HEADER
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3" CHAIRS
LSTA12 EA END
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2 - 2X6PT STUDS MIN.
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TYPE II
EACH SIDE OF OPENING
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2:12 - 3:12
16d @ 24" O.C.
STAGGERED
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NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
2X6PT STUDS @ 16" O.C.
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OF 1.500 PSF.
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2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS
AND
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COMPACTED PRIOR TO PLACEMENT OF CONC.
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3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
YSIMPSON
BOTTOM PLATE
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4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
SIMPSON STRONG TIE HD5A
SINGLE 2X6PT
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5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
NON -HABITABLE
(STRUCTURAL EQUIVALENT
STRONG TIE HD5A
FOR
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CONCRETE FLAT WORK
MAY BE USED IN LIEU OF
(STRUCTURAL EQUIVALENT
REVIEWED
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HD5A)
MAY BE USED IN LIEU OF
HD5A)
CODE COMPLIANCE
ST. LUCIE COUNTY
TYPE II FOOTING
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SCALE: NTS
A-4
-A TYPICAL WOOD FRAME WALL DOOR SECTION
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A-4 SCALE: NTS
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1/2•:12• MIN 1/4" DIA. x 6" LAG SCREWS
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NEW 4" W/ NEOPRENE WASHERS
COMP ROOF @6"O.C.
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ADDITIONAL BLOCKING
(2) 2 x 10 SMB
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AS REQUIRED
W/ (5) 1/2" DIA. THRU BOLTS
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2" x 6" CRIPPLE
W/ WASHERS TO ENGAGE
(2) 2X4 TOP PLATE
W
STUDS AT 16" O.C.
2X6 WOOD STUDS ON
LPL
ABOVE GARAGE
EITHER SIDE
2" OVERHANG MAX
DOOR HEADER
4" COMP. ROOF PANEL
SHINGLES & FELT PAPER
(2) 2X4 HEADER
DOUBLE TOP PLATE
rW/
(2) 2X6 BLOCK BETWEEN
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SCANNED
2X6 S.Y.P. #2
(2) SIMPSON CS16
WRAPPED OVER
MEMBERS
BY
TOP PLATES
VINYL SIDING ON 915 FELT
H 2.5 AT ALL STUDS
PAPER OR HOUSE WARP ON
1/2" APA RATED SHEATHING
t Lucwe Count
TOP PLATE
DOUBLE 2X6
2X6 PT S.Y.P. @ 16" O.C.
NOTES FOR WALL SHEATHING:
0
2X6 HORIZONTAL
3 - 16d x 5 EACH SIDE IN
y
1. 112" APA RATED SHEATHING
Y
BLOCKING AT
EACH HEADER
0
CONTINUOUS FROM BOTTOM OF
Q
SHEATHING SPLICE
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BOTTOM PLATE TO TOP OF TOP
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(2) 16d TOE NAILSTYPES:
PLATE. SHEATHING IS PART OF
2
EACH END
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1. THE FOUNDATIONS SHOWN ARE LOAD PATH TO GROUND.
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(2) 2X4 HEADER
CA
(4) 2X6,STUDS
BASED ON A MIN SOIL BEARING 2. IF SHEATHING HAS HORIZONTAL
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18 MAX—
AX
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AT THIS LOCATION
PRESSURE OF 1,500 PSF BREAK, IT CANNOT BE USED AS
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2 - 2X6PT STUDS MIN.
EACH SIDE OF OPENING
CONNECTED TO (3) 2X12SYP
BEARING CAPACITY OF SOIL PART OF LOAD PATH - USE SP1
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LSTA12 EA END
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TOP PLATE W/ SIMPSON
SHALL BE VERIFIED BY LICENSED AT BOTTOM AND SP2 AT TOP OF
(2) SIMPSON LSTA24
STRONG TIE LSTA24
CONTRACTOR PRIOR TO EACH STUD.
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8d @ 24" OC STAGGERED
°
�nS 2X6PT
(ONE PER STUD)
POURING CONCRETE.
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F-
2X6PT STUDS
(2) S.Y.P. #2
JACK STUDS
2. THE SLABIFOUNDATION AREA NAIL PATTERN:
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@ 16" O.C.
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SHALL BE CLEARED OF DEBRIS 8d 4" O.C. @ EDGES
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AND ROOTS AND SHALL BE 8d 6" O.C. INFILL
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(3) 16D TOE NAILS TOP
COMPACTED PRIOR TO 2X6 PT STUD
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T:. a ' . .. r .•:..', .: .:
DRAWN BY
AND BOTTOM
PLACEMENT OF CONCRETE. 16" D.C.
@
'
NEW CONCRETE
3. CONCRETE SHALL BE PER
NOTE:
TP
BOTTOM PLATE
SIMPSON STRONG TIE HD5A
SIMPSON STRONG TIE HD5A
SPECIFICATIONS IN THE DESIGN
SUMMARY. (1) 2" x 6 PT BOTTOM PLATE ALL WOOD THAT IS
W/ 1/2" DIA. 2112" WEDGE
DATE DRAWN
SIMPSON STRONG TIE HD5A
SINGLE 2X6PT
(STRUCTURAL EQUIVALENT
(STRUCTURAL EQUIVALENT
x WITHIN 8" OF
ANCHOR @ Z O.C. GRADE WILL BE
10/08/18
(STRUCTURAL EQUIVALENT
MAY BE USED IN LIEU OF
SIMPSON STRONG TIE HD5A
MAY BE USED IN LIEU OF
MAY BE USED IN LIEU OF
HD5A) )
NEW 4" MONOLITHIC SLAB PROTECTED FROM
REVISION
HD5A) (STRUCTURAL EQUIVALENT
W/ THICKENED EDGE (FOR TERMITE USE OF
MAY BE USED IN LIEU OF
INSPECTION) NATURALLY
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1 03/21 /19
HD5A)
B-B
DURABLE WOOD
,!.> :: -' •'' ` ' •• •.' • ' + 6 GRADE OR WOOD THAT IS
TYPICAL WOOD FRAME WALL WINDOW
SECTION
a•. •;. PRESERVATIVE
SCALE: NTS
A-4
'+""'' TREATED. THIS
4
INCLUDES ALL
C-C GARAGE DOOR FRAMING
STUDSAND
SHEET NO:
A-4 SCALE: NTS
S-5 TYPICAL WOOD FRAME WALL SECTION FSCC R30D1(10�
A-4 SCALE: NTS
A4-d
a`
4" COMP ROOF PANEL
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2" x 3" x 0.050"
KNEE BRACE
11/2"x21/8"xi 1/2"x
0.062" x 2" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA. FACE &
(3) #12 x 3/4" 1 NTO POST
S-B KNEE BRACE CONNECTION DETAIL
A 5 SCALE: NTS
BEAM
HT
#14x5718"SMSW/
1 1/2" DIA. NEOPRENE
FACED WASHER @ TEN
4" COMPOSITE
ROOF PANEL,
1 1/2" x 2 1/8" x 1 1/2" x 3" LONG
x 0.062" ALUM RECEIVING
CHANNEL W/ (3) #14 x 3/4" SMSJ
EACH SIDE OF BEAM & (2) 318"
DIA. THRU BOLTS INTO POST
(2) 2" x 10" SMB
ATTACH AS INDICATED
2" x 2" x 1/8" ALUM ANGLE
W/ (5) #14 x 3/4" SMS INTO DBLE
RIDGE BEAM & (3) #14 x 3/4
SMS INTO CARRIED POST
EACH SIDE OF POST
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#14 SMS x 1" MIN. LONGER
THAN PANEL W/ 1 1/2" DIA.
NEOPRENE FACED
WASHER @ 24" O.C.
ALONG LENGTH
OF ALL END BEAMS
#12 x 3/4" @ 24" O.0
STAGGERED TOP
AND BOTTOM
4" x 12" x 1/8" ALUM
STRAPS BOTH SIDE
_(3) 3/8" DIA.
THRU BOLTS
S-7 RIDGE BEAM TO ROOF PANEL CONNECTION
A-5 & CARRIED POST CONNECTION DETAILS
SCALE:NTS
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DATE DRAWN
10/08/18
Q 12/12/18
A 03/21/19
-
SHEET NO:
A-5
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(3) 2" x 12" SYP W/ 1/2"
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PLYWOOD FLITCH PLATE
SPLICE LOCATION FNTGH-PLATES-NGT-SHO
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LL
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Fl I9 x 3" GRID, COMMON EACH NAILS
ILOF SPLICE
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f 7'-6" 1 2'-a' # 2'-0"
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NOTE:
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a =
(3) 2X12 SYP TO BE FIELD NAILED
PRIOR TO EXTRA PLYS ADDED
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C=
DH-1 GARAGE DOOR HEADER SPLICE AT NON -CENTER DETAIL
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A-6 SCALE: NTS
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(3) 2" x 12" SYP W/ 1/2"
L1.
SPLICE LOCATION PLYWOOD FLITCH PLATE
AT CENTER OF OPENING (FLITCH PLATES NOT SHOWN
FOR CLARITY)
3'-0"
FIELD NAIL THROUGH ADDITIONAL
N
ADD CONTINUOUS CONTINUOUS 2X12 SCAB BEAM
W Q
2X12 SCAB BEAM W/ 16d COMMON NAILS -
17' x 3" x 3" GRID, 36" EACH SIDE OF SPLICE
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DRAWN BY
3'-0"�3'-0"�
TP
DATE DRAWN
10/08/18
REVISION
1 12/12/18
03/21 /19
DH-2 GARAGE DOOR HEADER SPLICE AT CENTER DETAIL
A-6 SCALE; NTS
4
SHEEP N0:
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