crm homes fremont hills lot...
TRANSCRIPT
A-1
Jim Mangan
BUILDER
CRM Homes
FILE
SHEET:
CRM Homes Fremont Hills Lot 57SCALE:
,
Mangan Drafting
5668 S. Fox Hollow Ave
Springfield, MO 65610
Ph # 417-883-9995
E-Mail:
BACK ELEVATION
1/8" = 1'
LEFT SIDE
1/8" = 1'RIGHT SIDE
1/8" = 1'
DATE:
FRONT VIEW
1/4" = 1'
ROOF LINE
NTS
2/11/2016
2'
A-2
Jim Mangan
BUILDER
CRM Homes
14/12
FILE
SHEET:1/4" = 1' CRM Homes Fremont Hills Lot 57
SCALE:
,
Mangan Drafting
5668 S. Fox Hollow Ave
Springfield, MO 65610
Ph # 417-883-9995
9/12 MAIN ROOF PITCH
12/12 BAY WINDOW & DORMER ROOF PITCH
14/12 FRONT PORCH ROOF PITCH
15" NOM OVERHANG MAIN ROOF SHOWN.
USE 3D OVERVIEW FOR CLARIFICATION OF HIP, VALLEY, RIDGE AND GABLE LINES.
ROOF - 235# SEAL TAB ASPHALT SHINGLES, OVER 15# FELT UNDERLAYMENT & 1x12 CEDAR
DECKING, ALT. 1/2" PLYWOOD DECKING.
ATTIC VENTILATION - 1/300 OF ATTIC AREA WITH 50% OF VENT TOP VENTS, 50% SOFFIT
VENT.
VAULTED CEILING - FRAMING ENGINEERED LAM BEAM OR ALT. 2x12 HEADERS.
CATHEDRAL CEILING - PROVIDE FOR MIN R-30 INSULATION WITH MIN 1" CLEARANCE
BETWEEN TOP OF INSULATION AND LOWER SIDE OF ROOF DECKING, IF RAFTERS ARE USED
AS CEILING JOIST USE 2x12 TO PROVIDE FOR REQUIRED CLEARANCE.
HEADERS - USE 2-2x12 HEADERS WITH PLYWOOD SPACER OVER ALL EXTERIOR LOAD
BEARING OPENINGS.
ALL HEADERS REQUIRE #2 GRADE SPF LUMBER.
GARAGE HEADER - ENGINEERED BEAM DESIGNED FOR GARAGE DOOR HEADER.
ATTIC ACCESS - PULL DOWN STAIRS 22"x54" MIN. SITE SELECT IN GARAGE.
ALUMINUM FASCIA AND SOFFITS WITH VENTS IN ALUMINUM SOFFIT.
PROVIDE FOR CONTINUOUS GUTTERING WITH DOWNSPOUTS AND SPLASH BLOCKS.
E-Mail:
DATE:
14/12
9/12
9/12 9/12
12/12
ROOF LINE
12/12
9/12
9/12
12/1
2
9/12
9/12
9/12
9/12 9/12
9/12
9/12
12/12 12/12
9/12
9/12
9/12
2/11/2016
D/W
WH
3050DH 3050DH 3660FX 3660FX
306
8
6250MU
3050DH
1008010080
265
0S
C
5060FX
3080
2038FX
6068 3068
286
82
46
8
406
8
2868
708
0
506
8
24803068
368
0
2468
401
0F
X3
05
0D
H
4068
288
0
2480
404
0F
X2
02
0F
X2
02
0F
X
2668
306
83
02
0A
W3
02
0A
W3
02
0A
W
2468
2880
7080 3068
1850SC
3050SC
1850
SC
3'-8" x 5'-4"
25'-4" x 23'-8"
13'-8" x 10'-0"
16'-8" x 19'-6"
13'-8" x 10'-0"
8'-8" x 5'-4"
10'-0" x 17'-10"
11'-0" x 13'-0"
12'-0" x 12'-4"
14'-6" x 13'-0"
14'-4" x 3'-10"
17'-4" x 15'-0"
12'-4" x 12'-3"
6'-0" x 10'-2"
6'-0" x 14'-4"
5'
5'-4
"
2'
4'
6'-6
"
2'-6
"9
'-6
"1
0'
10
'1
0'
3'-8
"2
'3
'-8
"2
'3
'-8
"
5'
5'-8
"4
'-8
"
9'
10
'
6'
2'3'-6"6"
3'-6"
4'-1"
3'-1
0"
2'
5'-2"
3'-8
"
2'-4"
2'-4
"
5'-4"
5'-6"5'-10"6'-4"
5'-8"
1'-6"3'8'-4"3'1'-6"
3'-2"3'-2"
7'
4'
4'-4"
4'
17'
2'-4" 14'-4"
13
'-1
0" 6' 13'
15'-8"
12'-4"
30'-4"
26'
2'-2
"6
'-2
"
42
'1
0'-4
"5
'-8
"
6'
6'
3'
3'
15
'-4
"6
'-8
"1
4'-8
"6
'
3'-4
"3
'-4
"
17'17'-8"
6'-6"5'-10"
3'11'-4"
7'-4" 11'-4"
3'-8" 3'-8" 5'-10" 5'-6"
6'-4"
64'
1'-6"2' 6' 2'
1'-6"
7' 12' 7'
3' 3'
2'
16'-8"
18'
3'
36
'-8
"
8'
2'-4
"2
'-1
0"
2'-1
0"
64'
14'-4"2'-8"
3'-9"4'9'-3"3'11'-4"3'-4"
13'
3'
17
'-8
"2
'-4
"
20
'4
'
12
'-4
"
5'-1
0"
6'-4
"
6'-8
"4
'
3'-4"
5'-4"
4'13'-8"
13
'-4
"
4'
5'-8
"2
'-8
"5
'9' 6'-8" 10'-4"
5'-8
"1
2'-4
"
17'
10
'-4
"1
6'
68
'-4
"
19
'
2'-6
"
6'
12
'
3'-2
"
18
'
24
'
2'10'2'10'2'
Bedroom # 2
Bedroom # 3
Garage
Dining
Garage
Study /Bedroom # 4
Dining
Laundry
Kitchen
Living
Master Bdrm
11' CEILING
10' PLATE
FURN
12' 4" ROOFPLATE
Closet
Entry
Hall
10' CEILING
2444 SQ FT MAIN FLOOR LIVING AREA 808 " " GARAGE AREA 336 " " COVERED PORCH & DECK3588 " " TOTAL AREA COVERED BY ROOF
GENERAL NOTES:
USE WINDOW MANUFACTURES SPECIFICATIONS PROVIDED BY WINDOWSUPPLIER TO DETERMINE EXACT ROUGH OPENING SIZE DUE TO VARIATIONSBETWEEN MANUFACTURES AND WINDOW STYLES.
VERIFY WINDOW SIZES TO MEET CURRENT LOCAL BUILDING CODE. SAFETYGLASS REQUIRED IF GLASS IN WINDOW IS LESS THAN 18" FROM FINISHEDFLOOR.
HEADERS - USE 2-2x12 HEADERS WITH PLYWOOD SPACER OVER ALL EXTERIORLOAD BEARING OPENINGS. ALL HEADERS REQUIRE #2 GRADE SPF LUMBER.
GARAGE HEADER - LAMINATED STRUCTURAL BEAM ENGINEERED FOR GARAGEDOOR HEADER.
VAULTED CEILING - FRAMING USING ENGINEERED LAM BEAM OR ALT. 2-2x12HEADERS WITH 1/2" PLYWOOD, GLUED & NAILED.
CATHEDRAL CEILING - PROVIDE FOR MIN R-30 INSULATION WITH MIN 1"CLEARANCE BETWEEN TOP OF INSULATION AND LOWER SIDE OF ROOFDECKING, IF RAFTERS ARE USED AS CEILING JOIST USE 2x12 TO PROVIDE FORREQUIRED CLEARANCE.
CANTILEVER BAY WINDOW AREA - INSULATE FLOOR. GARAGE TO HOUSE SEPARATION - PASSAGE DOORS, MIN 20 MINUTE FIRERATED EQUIVALENT. WALLS - MIN 1/2" GYPSUM BOARD APPLIED TO GARAGESIDE. CEILING - 1/2" GYPSUM BOARD WITH ATTIC ABOVE. CEILING - 5/8" GYPSUM BOARD WITH ROOMS ABOVE.
ATTIC ACCESS - PULL DOWN STAIRS 22" x 54" SITE SELECT IN GARAGE.
DETERMINE THE EXACT CABINET SIZE ON THE JOB AFTER THE WALL FINISH HASBEEN APPLIED.
EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE OF BARE STUD WALL. INTERIORDIMENSIONS DO NOT INCLUDE DRYWALL.
SOIL BEARING CAPACITY IS ASSUMED TO BE 2000 PSF MIN.
CONFORM TO ALL DIMENSIONS INDICATED IN PREFERENCE TO SCALEDDIMENSION FROM THE BLUEPRINT.
WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TOAVOID MISTAKES, THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND DETAILSAND MUST BE RESPONSIBLE FOR SAME.
MAIN FLOOR PLAN
MAIN FLOOR 9' CEILING EXCEPT AS NOTED10' CEILING
8' PLATE
10' CEILING
10' CEILING
Dormer
Covered Porch
9' CEILING
BARRELCEILING
CA
TH
ED
RA
LC
EIL
ING
10' PLATE
TRAY CEILING
10' CEILING
2x6 stud wall2x6 stud wall
Pantry
found
ation
found
ation
A-3
Jim Mangan
BUILDER
CRM Homes
FILE
SHEET:
CRM Homes Fremont Hills Lot 57SCALE:
1/4" = 1'
,
Mangan Drafting
5668 S. Fox Hollow Ave
Springfield, MO 65610
Ph # 417-883-9995
E-Mail:
DATE: 2/11/2016
2303 sq ft
783 sq ft
269 sq ft
42 sq ft
16'-6"
7'-1
0"
6'-6" 14' 6'-4" 11'-4" 8' 6'
17'-4"17'4'13'-10"
6' 10'-10"3
6'-8
"
25
'-1
0"
26'
13'
64'
17'30'-4"16'-8"
68
'-4
"
42
'-6
"6
'-2
"7
'-4
"6
'6
'-4
"
19
'
12
'
68
'-4
"
1'-6"2' 6' 2'
1'-6"7'-4" 11'-4"
7'-5
"7
'-9
"
6'-4"
2'-2
"
7'12'7'
6'-6" 6'-6"
7'7'7'7'4'-8"6'7'7'
7' 7' 7' 7' 7' 3'-8" 7' 7'
4'-8"6'7'7'7'7'7'7'
9'-6"7'7'7'7'7'7'7'7'-6"
7'-6"5'-6"6'6'6'-4"
5'-6"5'-6"6'
7'-8
"7
'-4
"7
'-4
"7
'-2
"7
'-2
"6
'
64'
18
'-6
"2
4'
14'-8" 11'-4"
5'
3'-2
"
6'-2
"
3'
12'-4"18'
6'
5'-6
"
Garage
FURN
Porch
Porch
Crawl Space
FOOTING OF CONTINUOUS CONCRETE W/TOP SURFACE TO BE LEVELMIN. 24" BELOW FINISHED GRADE ON UNDISTURBED SOIL W/MIN.THICKNESS OF 8" W/2-#4 GD 60 RE-BAR. MIN FOOTING WIDTH 16". STEPFOOTING IF GRADE EXCEEDS 1 IN 10.
PROVIDE BRICK LEDGE PERIMETER SUPPORTED BY FOOTING ANDFOUNDATION AS PER ELEVATION, NOTES, OR WRITTEN OWNER SPECS. DIMENSIONS DO NOT INCLUDE BRICK LEDGE.
FOUNDATION WALL CONTINUOUS CONCRETE. 6" WALL THICK - FOR MAX.OF 6' UNBALANCED FILL FOUNDATION WALLS TO EXTEND AT LEAST 8"ABOVE FINISHED GRADE EXCEPT 4" FOR MASONRY VENEER.
PIER CONSTRUCTION - TYPICAL CRAWL SPACE PIER 32" DIA. x 8" THICKW/8" DIA. COLUMN. #4x12" RE-BAR REQU. W/COLUMN OVER 24" TALL.
SILL PLATE - CCA TREATED LUMBER, INSUL BETWEEN SILL ANDFOUNDATION, 1/2" DIA. BOLTS @ 6' OC 7" INTO CONCRETE, WITHIN 12"FROM CORNER. 2 BOLTS MIN PER PLATE. 2" OD WASHER & NUT.
CRAWL SPACE - 24" MIN CLEARANCE UNDER FLOOR JOIST. 18" MINCLEARANCE UNDER GIRDER. VAPOR BARRIER 6 MIL VISQUEEN W/2"GRAVEL ON TOP. LAP MIN 6" ON FOOTINGS,PIERS AND SPLICES.ACCESS CRAWL HOLE MIN. 18"x24" SITE SELECTED W/METAL DOOR.VENTILATION (R-311) W/VAPOR BARRIER 1/1500 OF CRAWL SPACE AREA,14x8 VENTS SCREENED & CLOSABLE, SITE SELECT, MAY BE OMITTEDONE SIDE.
GARAGE FLOOR - 4" CONCRETE W/6"x6"-#10 W-W-F OVER MIN 4"CRUSHED STONE BASE OVER UNDISTURBED SOIL. CONTROL JOINTSREQUIRED MIN. 30' IN EACH DIRECTION. SLOPE OF 1/8" PER FOOTTOWARD DOOR.
PORCH, PATIO, SIDEWALK AND DRIVEWAY FLOORS - 4" CONCRETE W/6"x6"-#10 W-W-F OVER MIN 4" CRUSHED STONE BASE OVERUNDISTURBED SOIL. CONTROL JOINTS REQUIRED MIN. 30' IN EACHDIRECTION.
GIRDER POCKETS IN FOUNDATION WALL - 1/2" CLEARANCE ALL AROUND.NO. 2 GRADE LUMBER REQUIRED FOR ALL GIRDERS.
DIM. LABELED "SPAN" FOR CLEARIFICATION OF BUILDING CODES ONLY -NOT FOR CONSTRUCTION.
FOUNDATION PLAN
BEAMS-BUILT UP3 - 2x10"s #2MAX SPAN 8' O.C.
FLOOR JOISTTHIS DIRECTION2x8" 16" OC SPF #3LOAD 40# L 10# DMAX SPAN = 8'8"
10' GARAGE DOOR
EXISTING FOUNDATION
COLUMNS MAX SPACED 7' OCWITH 8" DIA COLUMN. SPAN = 6' 5 3/8"
10' GARAGE DOOR
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A-4
1/4" = 1'
Jim Mangan
BUILDER
CRM Homes
FILE
SHEET:
CRM Homes Fremont Hills Lot 57SCALE:
,
Mangan Drafting
5668 S. Fox Hollow Ave
Springfield, MO 65610
Ph # 417-883-9995
E-Mail:
DATE: 2/11/2016
2303
sq ft
783 s
q ft
269 s
q ft
42
sq
ft
16
'-6
"
7'-10"
6'-6
"1
4'
6'-4
"1
1'-4
"8
'6
'
17
'-4
"1
7'
4'
13
'-1
0"
6'
10
'-1
0"
36'-8"
25'-10"
26
'
13
'
64
'
17
'3
0'-4
"1
6'-8
"
68'-4"
42'-6"6'-2"7'-4"6'6'-4"
19'
12'
68'-4"
1'-6
"2
'6
'2
'1
'-6
"7
'-4
"1
1'-4
"
7'-5" 7'-9"
6'-4
"
2'-2"
7'
12
'7
'
6'-6
"6
'-6
"
7'
7'
7'
7'
4'-8
"6
'7
'7
'
7'
7'
7'
7'
7'
3'-8
"7
'7
'
4'-8
"6
'7
'7
'7
'7
'7
'7
'
9'-6
"7
'7
'7
'7
'7
'7
'7
'7
'-6
"
7'-6
"5
'-6
"6
'6
'6
'-4
"
5'-6
"5
'-6
"6
'
7'-8" 7'-4" 7'-4" 7'-2" 7'-2" 6'
64
'
18'-6" 24'
14
'-8
"1
1'-4
"
5'
3'-2"
6'-2"
3'
12
'-4
"1
8'
6'
5'-6"
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load bearing
load bearing
load bearing
load bearing
load bearing
load bearing
load bearing
load bearing
load bearing
load bearing
load bearing
A-5
Jim Mangan
BUILDER
CRM Homes
FILE
SHEET:
CRM Homes Fremont Hills Lot 57SCALE:
,
NTS
Mangan Drafting
5668 S. Fox Hollow Ave
Springfield, MO 65610
Ph # 417-883-9995
E-Mail:
DATE:
FO
UN
DATIO
N P
LAN
2/11/2016
24
44
SQ
FT
MA
IN F
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LIV
ING
AR
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3
36
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D/W
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305
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05
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66
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3068
625
0M
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305
0D
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100
80
100
80
2650SC
506
0F
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308
0
203
8F
X
606
83
06
8
28682468
4068
286
8
7080
5068
248
03
06
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246
8
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406
8
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305
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3'-8
" x 5
'-4
"
25'-4"
x 2
3'-8
"
13'-8"
x 1
0'-0
"
16'-8"
x 1
9'-6
"
13'-8"
x 1
0'-0
"
8'-8
" x 5
'-4
"
10'-0"
x 1
7'-1
0"
11'-0"
x 1
3'-0
"
12'-0"
x 1
2'-4
"
14'-6
" x 1
3'-0
"
14
'-4
" x 3
'-1
0"
17'-4"
x 1
5'-0
"
12'-4"
x 1
2'-3
"
6'-0
" x 1
0'-2
"
6'-0
" x 1
4'-4
"
5' 5'-4"
2'
4'
6'-6"
2'-6" 9'-6" 10' 10' 10'
3'-8" 2' 3'-8" 2' 3'-8"
5' 5'-8" 4'-8"
9' 10'
6'
2'
3'-6
"6
"3
'-6
"
4'-1
"
3'-10"
2'
5'-2
"
3'-8"
2'-4
"
2'-4"
5'-4
"
5'-6
"5
'-1
0"
6'-4
"
5'-8
"
1'-6
"3
'8
'-4
"3
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'-6
"
3'-2
"3
'-2
"
7'
4'
4'-4
"
4'
17
'
2'-4
"1
4'-4
"
13'-10"
6'
13
'
15
'-8
"
12
'-4
"
30
'-4
"
26
'
2'-2"6'-2"
42'10'-4"5'-8"
6'
6'
3' 3'
15'-4" 6'-8" 14'-8" 6'
3'-4" 3'-4"
17
'1
7'-8
"
6'-6
"5
'-1
0"
3'
11
'-4
"
7'-4
"1
1'-4
"
3'-8
"3
'-8
"5
'-1
0"
5'-6
"
6'-4
"
64
'
1'-6
"2
'6
'2
'1
'-6
"
7'
12
'7
'
3'
3'
2'
16
'-8
"
18
'
3'
36'-8"
8'2'-4"2'-10"2'-10"
64
'
14
'-4
"2
'-8
"
3'-9
"4
'9
'-3
"3
'1
1'-4
"3
'-4
"
13
'
3'
17'-8" 2'-4"
20'4'
12'-4"
5'-10" 6'-4"
6'-8" 4'
3'-4
"
5'-4
"
4'
13
'-8
"13'-4"
4' 5'-8" 2'-8" 5'
9'
6'-8
"1
0'-4
"
5'-8" 12'-4"
17
'
10'-4" 16'
68'-4"
19'
2'-6"
6'
12'
3'-2"
18'
24'
2'
10'
2'
10'
2'
Bed
roo
m #
2
Bed
roo
m #
3
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Din
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Stu
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10
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ING
2x6
stu
d w
all
2x6
stu
d w
all
Pa
ntr
y foundation
foundation
A-6
Jim Mangan
BUILDER
CRM Homes
FILE
SHEET:
CRM Homes Fremont Hills Lot 57SCALE:
,
NTS
Mangan Drafting
5668 S. Fox Hollow Ave
Springfield, MO 65610
Ph # 417-883-9995
E-Mail:
DATE: 2/11/2016