HomeMy WebLinkAboutS100.0EXISTING
WINDOWS TO REMAIN
EDGE OF EXISTING POOL
(VERIFY AT SITE)4'-0"DOWN (6) STEPS TOPOOL APRON(VERIFY AT SITE)14'-912"42" OUTDOORWOODFIREPLACECABINETCABINETOUTDOOR COVERED ENTERTAINING
- CONCRETE SLAB
COVERED AREA
FOR GRILL
DECORATIVE
BRACKET
COUNTER
(GREEN EGG)EXISTING KITCHEN31
2x31
2x1 4"
STL. COL.
31
2x31
2x14"
STL. COL.
MAIN LEVEL FLOOR PLAN
5'-71
2"2'-10116"9'-71516" 2'-10116"15'-4"CUCA3048 HSS 8"x6"x1
2"
STEEL TUBING
PHANTOM SCREENS612"4'-5116 "512" 4'-578" 512 "4'-5116" 612" 61
2" 2'-33
8"
2'-7" 23'-31
4" 61
2" 4'-41
2"
2
1
1
1
2'-8"HANDRAILHANDRAILFLAT SURFACEFLAT SURFACECUCA3048EXISTING
PLANTERVERIFY AT SITECOUNTER
5'-0"SLOPEDCEILING312"X312"X14" STL. COLUMN w/
3 4"x12"x12" BASE PL. w/ (4)34" HEADED
ANCHOR ASTM A325 F1554 GRADE 36
FTG. SIZEN0. REINFORCEMENT
INTERIOR COLUMN
FOOTING SCHEDULE
1'-0"
A 54"X54"X12" (5)#4's E.W.
B 48"X48"X12" (4)#4's E.W.
C 42"X42"X12" (4)#4's E.W.
D 36"X36"X12" (3)#4's E.W.
E 30"X30"X12" (3)#4's E.W.
TYPICAL FOOTING
REINFORCING
TIMES STEP
TWO STEP(SEE PLAN)POURED
CONCRETE WALL
BASED ON A SAFE ALLOWABLE BEARING
PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )
SEE SCHEDULED FOR
SIZE & REINFORCEMENT
3" CLEAR 3" CLEAR3" CLEAR1'-0"1. FOUNDATION DETAIL LEGEND
INTERIOR COLUMN FOOTING DETAIL
TYPICAL DETAIL
INTERIOR COLUMN FOOTING
2. FOOTING STEP MASONRY
PRECAST WALL DETAIL
3. FOUNDATION WALL MAT'L.
CONCRETE BLOCK WALLS
POURED CONCRETE WALLS Date: 03-23-2020Plan number #200122Designed For:Ryan & Anne DrookRIGHT SIDE ELEVATION
12
PITCH 11
4
COVERED AREA
FOR GRILL
TOP OF MAIN
LEVEL SUB FL.7'-312"BOT. OF
WIN. HDR.
BRICK
DECORATIVE
BRACKET
DOOR ACCESS
FOR STORAGE
BELOW
METAL ROOF
VERIFY SIZE OF
GRILL w/ OWNER
VERIFY GREEN
EGG LOCATION w/
OWNER
13'-81
2"
VERIFY SIZE OF
GRILL w/ OWNER
VERIFY CABINET SIZES AS PER CONTRACTOR
VERIFY FLUE SIZE FOR
NEW FIREPLACE INSERT
REAR ELEVATION
NEW METAL ROOF
EXISTING STRUCTURE
EXISTING STRUCTURE
12
PITCH5
EXISTING STRUCTURE
NEW
CONSTRUCTION
EXISTING
CONSTRUCTIONVERIFY WINDOWHEIGHT AT SITEEXISTING PLANTER
(VERIFY AT SITE)HANDRAILHANDRAIL4'-9"
VERIFY CABINET SIZES
AS PER CONTRACTOR
VERIFY FLUE SIZE FOR
NEW FIREPLACE INSERT
1 FRAMING SECTION
CONC. SLAB w/ #5 REBARS
12" o.c. SHORT WAYS &
#4 REBARS 12"o.c. LONG WAYS
938"6916"2"12
PITCH 11
42x8 RAFTERS 16" O.C.
5/8" DECKING
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
METAL ROOF
1"3"SLOPESTEP5'-0"3'-712"8'-2" 112"HSS 8"x6"x1
2"
STEEL TUBING
3" CONC. SLAB
W/ 6x6 #10 WWF
DRILL EPOXY #4 BARS IN
EXISTING FOOTINGS 48"
O.C. AND TIE INTO NEW
10"X10" CONC. FOOTING
EXISTING FOOTING
EXISTING
CONSTRUCTION
NEW
CONSTRUCTION
1'-5"51
2"13'-11"
SEAT
CUT
4"5'-0"
5 TREADS
@ 12" EA.=6 RISERS @714" EA.=VERIFY AT SITE w/EXISTING GRADEGRAVEL FILL
PHANTOM SCREENS
H
A
N
D
R
A
I
L
V
E
R
I
F
Y
T
Y
P
E
w
/
O
W
N
E
R
1'-31
2"
6" CONCRETE
BLOCK
FLASHING &
WATERPROOFING AS
PER CONTRACTOR
2'-0"EXISTING
EXTERIOR WALL
EXISTING
EXTERIOR WALL
EXTERIOR METAL DRIP CAP,
WALL WATERPROOFING &
FLASHING AS PER CONTR.
1A
1
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
12
PITCH5
2 FRAMING SECTION
101
2"
3'-4"1'-0" 4'-034" 91516"10" CONC. WALL w/ VERT.
#4 REBARS 16" o.c. &
#4 HORZ. REBARS 16"o.c.3'-21316"VERIFY TYPE OF
EXHAUST HOOD
w/ OWNER
2'-8" 6'-0" 3'-1112" 4"714"2X6 'S
2X4'S
TRUSSES 24" o.c.
T.C. L.L. 30 PSF
T.C. D.L. 10 PSF
B.C. D.L. 10 PSF
B.C. L.L. 0 PSF
TOTAL 50 PSF
NOTE: TRUSS
DESIGN BY MFG.1'-4"SCALE 1
2"=1'-0"
3
4"x111
4" FRIEZE
BD.
3
4"x91
4" FACSIA BRD.
3
4 " SOFFIT BRDS.
w/ CONT. VENTS
2'-6"
3
4"x3 1
2" TRIM
METAL EDGING
MASONRY
LEDGE
10"
8" CONC. BLOCK
48"x10" THK. CONC.
FTG W/ (4)#4 BARS CONT.
DOOR ACCESS
FOR STORAGE
BELOW
FOUNDATION PLAN
5'-111
2"1'-8116"3'-0"11'-4" 6'-8" 16'-0" M.O.12" POURED CONCRETE
10" POURED CONCRETE10" POURED CONCRETE8" CONCRETE BLK.14" POURED CONCRETEEXISTING BRICK STRUCTURE
EXISTING BRICK STRUCTURE20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.14" POURED CONCRETE6" CONCRETE BLK.6" CONCRETE BLK.714"2'-71
4" 23'-101
4" 4'-31
4" 23
4"
STORAGE
- 3" CONCRETE SLAB FLOOR1'-3"212" 14'-9"10"
GRAVEL FILL
EPOXY #4 BARS IN
EXISTING FOOTINGS 48"
O.C. AND TIE INTO NEW
10"X10" CONC. FOOTING
2
1
1
1
2'-15
8" 29'-9" 6'-512"24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
31
2x31
2x 14"
STL. COL.
31
2x31
2x 14"
STL. COL.2'-8" 11'-0"13'-8"2'-8"
3
4"x3 1
2" TRIM
HSS 8"x6"x1
2"
STEEL TUBING
PHANTOM SCREENS
2x8 RAFTERS 16" O.C.
1A EAVE DETAIL
3
4"x111
4" FRIEZE BD.
3
4"x111
4" TRIM
METAL EDGING
GUTTER
3
4"x91
4" FACSIA BRD.
3
4" SOFFIT BRDS.
w/ CONT. VENTS
WOOD CEILING
1'-5"51
2"
SEAT
CUT
112" 61116"HEELHEIGHTSCALE 1
2"=1'-0"
SCALE: 1/4"=1'-0" 2146 GLENVIEW DR.EVANSVILLE, IN 47720Telephone 812-428-0174Email designers@hgmccullough.comwww.hgmccullough.comH. G. McCULLOUGH DESIGNERS , Inc.Sheet Number"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction
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U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc."1Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc.assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction detailsDesigned By:05/14/20
Mike Sheeks