HomeMy WebLinkAbout03120046 building Plans9' BASEMENT
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SET POST ON COLUMN BASE
BRACKET; HOLD BASE TRIM
1/2 OFF GONGRETE
front Elevation A-
SGALE:
1/4" = 1'-0"
NOTE
FOUNDATION TYPE AND LOT CONDITIONS
MAY CAUSE VARIATION BETWEEN AGTUAL
ELEVATIONS AND THESE DRAWINGS
NOTE
UTILITY LOGATION5 (SEWER, WATER,
ELEGTRIG & GAS) ARE DETERMINED
BY EACH MUNICIPALITY AND THE
UTILITY COMPANIES. TRINITY
HOMES HAS NO JUR15DIGTION
GONGERNIN& THEIR LOCATION
4 5/4"
HOLD
Supply Gas to Furnace
and Water Heater
RON LOCK (2) ASPHALT
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— BRIGK SOLD. ARCH =
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GARAGE FLOOR
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GERTIFIGATION5 FOR VA/FHA PROPOSED GONSTRUGTION
Ix4
2x4 GUTTER
BOARD
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2x FRAME WALL
2x4 FLAT
=
IOxIO BUILT
1/2" WALL
1. 1 hereby certify that these plans and specifications meet all
UP COL. —
SOFFIT
P
(TYP)
FIRST FLOOR
2x4 NAILER
I" PAIR. C -,AP
BRIGK VENEER
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Ix8 BASE
NOTE
SET POST ON COLUMN BASE
BRACKET; HOLD BASE TRIM
1/2 OFF GONGRETE
front Elevation A-
SGALE:
1/4" = 1'-0"
NOTE
FOUNDATION TYPE AND LOT CONDITIONS
MAY CAUSE VARIATION BETWEEN AGTUAL
ELEVATIONS AND THESE DRAWINGS
NOTE
UTILITY LOGATION5 (SEWER, WATER,
ELEGTRIG & GAS) ARE DETERMINED
BY EACH MUNICIPALITY AND THE
UTILITY COMPANIES. TRINITY
HOMES HAS NO JUR15DIGTION
GONGERNIN& THEIR LOCATION
4 5/4"
HOLD
Supply Gas to Furnace
and Water Heater
RON LOCK (2) ASPHALT
SHINGLE
T.5/12 z
— BRIGK SOLD. ARCH =
8 KEYSTONE LOCK (2) }
RON
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7 11.5
2x LEDGER
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BOARD
GARAGE FLOOR
TRUSS
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7 1/2" ROOF
GERTIFIGATION5 FOR VA/FHA PROPOSED GONSTRUGTION
SHEATHING
2x4 GUTTER
BOARD
---------------------------
2x FRAME WALL
2x4 FLAT
at 24" O.G.
1/2" WALL
1. 1 hereby certify that these plans and specifications meet all
SHEATHING
SOFFIT
W/ HOUSEWRAP
Ix TRIM
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2x4 NAILER
I" PAIR. C -,AP
BRIGK VENEER
1 Brick Termination at Overhang �—
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GERTIFIGATION5 FOR VA/FHA PROPOSED GONSTRUGTION
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VA/FHA Gose Number: ---------------------------
Property Address: ___________________________
---------------------------
Plan, Plan Type, or Model Number: ------ -----------
Veteron's Name: -------------------------------
1. 1 hereby certify that these plans and specifications meet all
local code requirements and are in substantial conformity with
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VA Minimum Property Requirements.
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2. 1 hereby certify that this dwelling was/will be constructed to meet
the energ conservation standards of the Gouncil of American
Building O�ficials (GABO) 11012 Model Energy (MEG).
3. 1 hereby certify that in construction, any solders and flux will not
contain more than 0.2 percent lead and any pipes and pipe fittings
will not contain more than 8.0 percent lead.
Name: -----------------------
Signature: -----------------------
Title: -----------------------
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Lett Side Elevol-tion-
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SCALE: I/8" = 1'-0"
CHIMNEY 32%2" SQUARE
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52'-0"
21'-4"
10'_4"
—GRAWL VENT
— _ L GRAHL SPAGEI L
41 X 24 MEGH/
BAWL ACCESS
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PG BASEMENT
P — a F
WOOD COLUMN —
ON 36 x36 x12 N r
FOOTING N LAM BEAM
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NOTE: BASEMENT
F STAIRS ARE q 1/4" TRDS
LAM B AM DROPPED
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at BEAM L J
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LAM BEAM DROPPEP DROPPED
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GAS AS
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WOOD COLUMN —
ON 36"x36"x12" I _
FOOTING
NOTE: PG
PORCH FLOOR at 6' BELOW 5UBFLOOR;
ON BRICK ELEVATION ADD BRICK AND
SILL BELOW DOOR; WITH 51DINCG,
FINISH WITH PAINTED WOOD TRIM - O
-
41
= N
PORCH SLAB
NOT EXCAVATED 4" GONG. ON 4" MIN. GRAVEL
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NOTE:
ALL BRIGK LEDGE 15 4" WIPE
20'-0"
Basement Plan
ELEVATION A, B OR D
SCALE: 1/4" = 1'-0"
1306 50. FT.
1-0 11
52-0"
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GARAGE SLAB
c5'-1 O 112 " NOT EXCAVATED
4" GONG. SLAB ON
GRAVEL FILL.
SLOPE 2" TO DRAIN
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AT GARAGE DOOR OPENING
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FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE GOMPAGTED TO q59/6
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
4. STRUGTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
at 6" FROM EACH CORNER at 6'-0" O.G. AND AT
EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
9' BASEMENT
WALLS
THE LOCATION OF THE FOLLOWING MAY
VARY DUE TO LOT RESTRICTIONS:
SEWER $ WATER LINES
GAS and/or ELECTRIC, METER
SUMP PIT
MASONRY LEDGE N
WHERE APPLICABLE
MAIN LEVEL FIN. FLR.
DP OF FOUND. WALL 4'f
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24" Q
(TYP. ALL)
See Supplier's Layout to Confirm
Joist Spacing and Post Locations
LOCATION OF 5EWER LINES TO BE
DICTATED BY SEWER LATERAL
LOCATION PER PLOT PLAN; SEE
AREA SUPERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN 5EWER
AND WATER LINE
NOTE:
ALL BRIGK LEDGE 15 4" WIDE
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HALF WALL
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MANUFACTURED TRUSSES a 2'-0" O.G. _-KEV.
IBER&LASS SHINGLES
15# FELT
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R-13 FIBER6LA55 INSULATION
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R-13 FIBER6LAS5 INSULATION
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STEEL VERTICAL REINFORCEMENT;
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BER6LAS5 5HIN&LE5
15# FELT
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(TYP.)
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MANUFACTURED TRUSSES ® 2'-0" O.G.
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I"xb" FASCIA BOARD
2"x6" GUTTER BOARD
3/8" R/5 PLYWOOD
SOFFIT BOARD
I"x4" FRIEZE BOARD
—1/2'
R161D INSULATION
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SUPPLY ANCHOR STRAP
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SEE ELEV. FOR
RISER HEI&HT
GOMPOSITE R VALUE
FOR TYPICAL WALL GONSTRUGTION
Inside Air Film
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i/2" Drywall
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Insulation
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5.5
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TOTAL Ro
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