HomeMy WebLinkAbout24 Wharf Ln plan 3"TYVEK" HOUSEWRAP
�2' CDX PLYWOOD
2x6 * 16" O.C.
R-21
FIBERGLASS INSUL.
6 MIL. POLY VAPOR BARRIER
�2' G.W.B. :U<A
3/4" T4G PLYWD. SUBFLOOR
GLUE $ NAiL TO JOISTS
SIDING SEE ELEVATION
RIM JOIST OR DBL. PERIMETER
%2 CDX P.T. PLYWD.
BOTTOM 6"
2x6 P.T. SILL X lo's @16" O.C.
SILL SEALER
5/5" ANCHOR BOLTS 0 36" O.C.
MIN. 7" EMBEDMENT I
w/3"x3"x1/4" PLATE WASHER
ii
FILL It TAMP 5' OUT FOR °
I"/FT. SLOPE- PROVIDE
12" BED OF 3/' STONE I I a
WHERE NO GUTTERS
4 °
_ a
2 CAD #5 REBARS CONT.
$ AROUND ALL OPENINGS
a
a a
DAMPROOFING °
I
DO NOT BACKFILL WALL
UNTIL CONCRETE HAS
ATTAINED 7 DAY STRENGTH
AND BOTH TOP It BOTTOM
OF WALL ARE PROPERLY
SERCURED.
20 #5 REBARS, CONT.
TOP t BOTTOM
CARRY DAMPROOFING
OVER TOP OF
FOOTING
2X4 KEYWAY
TYPICAL SILL DETAIL
SCALE 1-1/2" = 11-011
°
d d.
4 °
— d d °
d d
d d—
— a
I ° °
d d
a
° d
BiT. JT. FILLER,
TOP OFF W/ FLEXIBLE
JOINT SEALANT
WWF 6X6 6/6, TOP 1/3
OF SLAB
4" CONC. SLAB
6" COMPACTED
FILL
d d
°
NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT,
LOAM. VEGETATIVE OR ORGANIC MATERIAL NOTIFY ARCHITECT
IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED.
GARAGE FOUNDATION DRAIN I SLAB t FOOTING
SCALE i—i/2" = l'-0"
DOWELS EVERY
12" AND SEAL
LINE OF
EXISTING STRUCTURE
LINE OF
EXISTING STRUCTURE
SCALE: N.T.S.
2 3/,
END
DIST,
E CONNECTION
BEAM I$ STRAP
LSTA 0 EA. RAFTER
RIDGE PLATE
�� NOTE:
RIDGE STRAPS ARE NOT
REQUIRED WHEN COLLAR TIES OF
NOMINAL 1x(o OR 2x4 LUMBER
ARE RIDGE SAND STRAi� LOCATED THIRDOF T14E IN
TIC SPACE AND
SCALE: N.T.S. ATTACHED TO RAFTERS USING
5)106 NAILS EACH END
SASEIYENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 5" POURED CONC. W/ 20#5 BARS TOP
4 BOTTOM REST FOUNDATION ON 10"X16" STRIP FOOTING,
PROVIDE 30#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE #5 VERT. DOWELS 0 24" O.C. HORIZ. EXTENDED
V-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8" ANCHOR
BOLTS 0 36" O.C. MAX. MIN 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/8" CAP PLATE
* 7"xi2"x3/4" BASE PLATE W/ 2 03/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYR.
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
q. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
I C0
' —011 24' —011 L
5/8" ANCHOR BOLTS 0 36" O.C. 2868
MINI 7"EMBEDMENT PROPOSED
w/3 x3' xi/4' PLATE WASHER
FOUNDATION PLAN
AREA: 570 SQ, FT.
4" CONC. SLAB
PITCH TO GARAGE
OPENING
DOWELS EVERY
12" AND SEAL , 21 _0" 24' -0"
FOU N DAT 1 ON F L.AN
SCALE: 1/4" - 1'-0"
CONTINUOUS RIDGE VENT
ASPHALT ROOF SHINGLES
5/8" CDX SHEATHING —
15# BUILDING PAPER —
21X1015 ® 16" O-C.
RAFTER VENT -t
1X FASCIA W/
ALUMINUM GUTTER
SECOND FLOOR
COR-A-VENT STRIP VENT
iX SOFFIT
FIRST FLOOR
GARAGE FLOOR
2 X 12 RIDGE
2 X 8' @ 16" O.C.
ALIGN WITH
EXITING DORMER
EDROOM \
r � �
PROPOSED
Nt
BEDRO
M #
BE
OM #I
PROPOSED
RCFOSE5
�q
2'X1015 ® 16" O.G.
3)1 3/4x14" LVL
GARAGE
PROPOSED
6" COMPACTED FILL
6X6 6/6 WWF TOP 1/5 OF SLAB
24' —0'1
SECTION
SCALE: 1/4" = 1'=0"
PROPOSED
- R-21 FBGLS. INSUL
2X6616" O.C.
1/2" CDX. SHEATHING
1/2" GWB
VAPOR BARRIER
- TYVEK HOUSEWRAP
SIDING (SEE ELEVS.)
2X6 P.T SILL
W/ SILL SEALER
Front Elevation Method PFH (Portal Frame With Hold -Downs)
Extent of header with double portal frame (two braced wall panels)
Extent of header with single portal frame (one braced wall panel) —�
A I 2'-0" to 1 1' finished width of opening for single or double portal A Section A
Min. 3°x111la"header (if padded out for thickness. Min. 31s"thick wood
f structural panel (WSP)
Pony wail ° place spacer material on the interior side
height of header). Steel headers are prohibited. Tensian strap per
eoa<
Table R602.10.6.4
(placed on interior
side of wall)
Fasten wood structural panel (WSP) to header with 8d common or
o
Fasten top plate to
Max.
°
galvanized box nails in 3" grid pattern as shown
header with two rows
12' 0"
os
41e e
ofl6dsinker nails at
oral wall
9 e
Header to jack stud strap per Table R602.10.6.4 on both
e o
3" o.c. typ. Fasten king
height Max.
o a
sides of opening, placed on interior side of wall
o
stud to header with
10
-O'
°
Min. double 2x4 framing covered with min. 3l8"-thick WSP
(6)16d sinkers.
height
with 8d common or galvanized box nails at 3" o.c. in all
Min. double
If needed, panel splice edges �
a °
o °
framing (studs, blocking, and sills), typical
2x4 post (king
°
shall occur over and he nailed
1
I
and jack stud). to common blocking within
Min. length of panel per Table R602.10.5 ° fJurn er of jack 24" of the portal leg mid -height.
Min. (2) 3.56114. strap type hold-down anchors studs per Tables o One row of 3" D.C. nailing is
R602
(embedded into concrete and nailed into framing) J(1l and (2). ° ° required in each panel edge.
Min.1,000-lb. hold-down device (embedded into Min. (2) strap type
° ° a concrete and nailed into framing) hold-down anchors
I IJ II Ii
Min, reinforcing of
Min. (1) 51e"-diameter anchor bolt installed per Section R40 A with 2"x 2"x 3hs" plate washer foundation, (1) #4 bar top
A A and bottom of footing.
Min. footing size under opening is 12"x 12 A tumed-down slah shall be permitted at door openings. Lap bars 15" minimum.
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