HomeMy WebLinkAboutB13-0456 REV3 plans APPROVEDAB
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FOUNDATION STEP @ SPORT COURT
4167 SF
LOWER LEVEL
HABITABLE AREA
F
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AA
BB
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7' - 4 5/16"2' - 6"20' - 4 3/16"7' - 6"7' - 6"25' - 9 13/16"39' - 4 1/2"1' - 0"12' - 5 1/2"3' - 6"1' - 10"13' - 6"1' - 10"7' - 9"20' - 3"
17' - 0"14' - 9"6' - 8"23' - 6 1/2"26' - 0"24' - 0 1/2"4' - 8"13' - 8"4' - 8"37' - 6 5/8"
A B C D E F I
K L M O P Q
LOWER LEVEL T.O. SLAB @
8250' - 0"
B.O. STRUCTURE @
8360' - 0 3/4"
10
'
-
0
3
/
4
"
T
LOWER LEVEL T.O. SLAB @
8250' - 0"
B.O. STRUCTURE @
8360' - 0 3/4"
10
'
-
0
3
/
4
"
R
5' - 9"17' - 10"2' - 0"8' - 6"3' - 9"
Y Z AA CC DD
SPORT COURT T.O.
STRUCTURE @
8245' - 0"
G H J
10
'
-
6
3
/
4
"
N S U V W X BB
26' - 0"
37
'
-
6
5
/
8
"
13
'
-
8
"
24
'
-
0
1
/
2
"
4' - 8"
4' - 8"
7' - 6 "
7' - 4 5 /1 6 "
2 0' - 4 3 /1 6 "
2' -
6
"
2
5'
-
9
1
3
/
1
6
"
7
'
-
6
"
39' - 4 1/2"12' - 5 1/2"
1'
-
0
"
10
'
-
4
3
/
8
"
11
'
-
0
1
/
4
"
3'
-
4
3
/
8
"
1' - 10"
1' - 10"
17' - 0"8' - 6"17' - 10"20' - 3"
3'
-
9
"
2'
-
0
"
CC
DD
14
'
-
9
"
23
'
-
6
1
/
2
"
6' - 8"
5'
-
9
"
TOTAL WALL AREA = 4,509 SF
COVERED WALL AREA = 3,234 SF
3020 SF
MAIN LEVEL
HABITABLE AREA
1135 SF
GARAGE AREA
26' - 0"
37
'
-
3
1
/
2
"
13
'
-
8
"
24
'
-
0
"
4' - 8"
4' - 8"
7 ' - 5 1 /2 "
1 3' - 1 1 /4 "
7 ' - 3 "
2
5'
-
9
1
3/
1
6
"
7
'
-
6
"
7' - 6 "
36' - 0 1/2"15' - 9 1/2"
1'
-
0
"
10
'
-
6
3
/
8
"
14
'
-
2
5
/
8
"
20' - 3"
5'
-
9
"
17' - 0"8' - 6"17' - 10"
3'
-
9
"
2'
-
0
"
14
'
-
9
"
23
'
-
6
"
6' - 8"
2
'
-
3
"
3045 SF
UPPER LEVEL
HABITABLE
24
'
-
0
"
29
'
-
8
"
1
1' -
4
1
/
8
"
10' - 11 5/16"
3' - 0 "
1
2' -
6
3
/
1
6
"
7' - 2 1 /2 "
9' - 6 3 /4 "
3 ' - 7 "
1
4' -
1
1
/
1
6
"
7 ' - 6 "
7' - 4"14' - 6 1/2"16' - 3"
20
'
-
0
"
22' - 3 1/2"
4'
-
0
"
8' - 6"
5'
-
9
"
23' - 8"
9'
-
0
"
29
'
-
3
"
5' - 6"
3'
-
9
"
6"
2' - 0"
LINE 4' PAST BUILDING FOOTPRINT
4167 SF
SITE COVERAGE
11 SF
AREA OF ROOF
BEYOND 4'
Scale
Drawn by
Checked by
Issue Date
REVISION
1/8" = 1'-0"
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A2.1
AREA
CALCS
AG
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10-09-13
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BUILDING PERMIT SET
1/8" = 1'-0"1 LOWER LEVEL AREA PLAN
Resnick Residence
1027 Ptarmigan Road, Vail Village Subdivision, Filing 7, Block 5, Lot 2
Zone District: Two-Family Primary/Secondary Residential ( PS )
Lot is .4809 acres, equal to 20,948 SF
Allowable GRFA
.46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF
.38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF
.13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 733 SF
_______________________________________________________________________
Total Allowed Gross Residential Floor Area (GRFA) for entire lot 7,273 SF
Allowable site coverage is 20% of lot 4,190 SF
Square Footage Summary Habitable SF GRFA SF
Lower Level 4,167 SF 1,167 SF *1
Main Level 3,020 SF 3,020 SF
Upper Level 3,045 SF 3,045 SF
____________________________________________________________________
Total 10,232 SF 7,232 SF
Provided SF Allowed SF
Garage 1,135 SF 1,200 SF
Site Coverage 4,178 SF 4,190 SF
GRFA 7,232 SF 7,273 SF
*1 28% OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE
RESTRICTIVE, THEREFORE 28% OF THE LOWER LEVEL SF IS COUNTED AS GRFA (LOWER LEVEL
HABITABLE 4,167 SF * .28 = 1,167 SF)
Site Coverage
Allowable site coverage is 20% of lot which equals 4,190 SF. 4,178 SF is provided.
See Sheet A2.1 for landscape coverage information.
1/8" = 1'-0"2 MAIN LEVEL AREA PLAN
1/8" = 1'-0"3 UPPER LEVEL AREA PLAN
1/8" = 1'-0"4 SITE COVERAGE
1
1
MOVED
EXTERIOR
WALLS PERNEW FIRE
PLACE DESIGN;
REVISED ROOFLAYOUT
09/13/13
No.Revision Date
Revision
Description
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GENERAL NOTES:
1) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES OR AS APPROVED BYARBORIST.
2) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS:
CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE
APPROPRIATE UTILITY COMPANIES / DEPARTMENTS.
ELECTRICAL: TO BE DISCONNECTED AT EXISTING METER LOCATION AT THE NORTH SIDE OF LOT. DESIGN
BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING
SERVICE.
PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW SERVICE
TO BE RUN IN CONDUIT TO HOUSE.
CABLE: TO BE DISCONNECTED AT TV BOX LOCATION BEYOND THE NORTH WEST CORNER OF THE LOT.
WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE
LINE CONNECTS TO NEW CURB STOP AT PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS NOTED
ON MECHANICAL/ PLUMBING DRAWINGS.
GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST SOUTH OF THE VALVE (HOUSE
SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS.
SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS
TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE BEYOND THE NORTH WEST
CORNER OF THE PROPERTY.
3) PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN.
4) PROVIDE SILT FENCING AT DOWNHILL AREAS OF PROPERTY PRIOR TO SPRING SNOWMELT AND RUN OFF.
5) SITE TO RE RE-GRADED TO PRE-CONSTRUCTION EXISITING GRADE IF PROPOSED STRUCTURE IS NOT
CONSTRUCTED.
6) SITE TO BE REVEGITATED TO NATIVE CONDITION IF PROPOSED STRUCTURE IS NOT CONSTRUCTED.
20' FRONT SETBACK
15
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B
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LIN E O F M E D IU M S E V E RIT Y
R O C K F A L L
5' SETBACK FROM STREET FORSHRUBS, PERENNIALS/ANNUALS,
ETC.
10' SETBACK FROM EDGE OF STREET
FOR RETAINING WALLS AND OTHER
PERMANENT OBSTRUCTIONS IEBOULDERS
8' MAINTENANCE/UTILITY EASEMENT
L
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O U T L I N E O F E X I S T I N G
S T R U C T U R E
LINE OF UPPERLEVEL
FOOTPRINT
LINE OF NEW
UPPER LEVELFOOTPRINT
LINE OF NEW
UPPER LEVELFOOTPRINT
(1) CONIFEROUS TO
BE REMOVED
(2) DECIDUOUS TO BE REMOVED
(1) DECIDUOUS TO BE REMOVED
(2) CONIFEROUS
TO BE REMOVED
(4) CONIFEROUS TO BE REMOVED
(7) DECIDUOUS TO BE REMOVED
(2) DECIDUOUS TO BE REMOVED
(1) DECIDUOUS TO BE REMOVED
(2) DECIDUOUS TO BE REMOVED
(2) DECIDUOUS TO BE REMOVED
(2) DECIDUOUS TO BE REMOVED
(1) DECIDUOUS TO BEREMOVED
(1) DECIDUOUS TO BE
REMOVED
NORTH LINE OF GOVT LOT 3
LINE OF 7'-6" SET BACK FROM PROPERTY LINE
5' DECK ENCROACHMENT LINE
15' REAR SET BACK
4' ROOF ENCROACHMENT LINE
EXISTING GAS LINE
EXISTING PHONE LINE
EXISTING TV LINE
OUTLINE OF NEW BUILDING FOOTPRINT
15
'
S
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B
A
C
K
EXISTING PARKING AND
STAIR TO BE REMOVED
EXISTING DECK TO BE REMOVED
EXISTING ELECTRIC LIMITS OF DISTURBANCE
OUTLINE OF NEW BUILDING FOOTPRINT
SEWER MANHOLE
MEAS RIM= 8247.8'MEAS INVERT= 8239.8'
POOL TO BE DEFERRED SUBMITTAL PENDING DRBREVIEW AND APPROVAL OF ASSIOCIATED BARRIER
Scale
Drawn by
Checked by
Issue Date
REVISION
As indicated
10
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A
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A2.2
DEMO PLAN
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10-09-13
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BUILDING PERMIT SET
1" = 10'-0"1 DEMO PLAN
(3) ADDITONAL
TREES ARE
SHOWN BEINGREMOVED
09/13/13
No.Revision Date
Revision
Description
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%-%’%.
%,
%*
%/
0 +
0 )
0 %
0 0
0 -
0 ’
0 .
0 ,
0 *
-+
-)
-%
-0-
-/
’+
’)
’%
’0
’.82 5 0
8255
8 2 6 0
;;
UP
UP
UP
8266.88265.8
61.31
59.43
59.3
57.42
51.38
51.46
53.33
53.42
55.3
55.38
57.25
51.5 50.0
51.5
50.0
51.0
52.5
62.5
60.5
62.5
wl:61.0
50.0
50.0
55.5
53.5
(bw:51.5)
57.58
(tw
(t
(tw
bw:53.0
tw:52.5
62.56
62.5
62.0
+/- 61.64
+/- 61.56
56
58
60
66
64
66
64
62
60
5
62
62
A4.2
A4.2
2
1
A4.1
1
A4.1
2
A4.3
1
A4.3
3
A4.3
2
15' SIDE SETBACK
1
1
/
2
"
/
1
2
"
1 1 /2 " / 1 2 "
1 1/2" / 12"
1
1
/
2
"
/
1
2
"
2"
/
1
2
"
2" / 12"
1
1
/
2
"
/
1
2
"
1 2 3 4 5 6 7 9 10
A
B
D
E
F
G
H
I
C
8
3A
5A 7A
1A
2A
4A 6A
AA
BB
CC
DD
EE
4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3"
23
'
-
6
1
/
2
"
10
'
-
9
"
4'
-
0
"
1'
-
9
"
2'
-
0
"
11
'
-
8
"
5'
-
4
"
1'
-
0
"
3' - 0 "
2' - 6 "
1 7' - 1 0 3 /1 6 "
2' - 6 "
5 ' - 0 "
2' - 6 "
4' -
9
5
/
8
"
7
'
-
6
3
/
1
6
"
5'
-
0
"
2' -
6
"
LOWER LEVEL FINISHED FLOOR @ 8250' - 0"
MAIN LEVEL FINISHED FLOOR @ 8262' - 0"
UPPER LEVEL FINISHED FLOOR @ 8274' - 0"
EXISTING GRADE @ 8256' - 6"
*2
EXISTING GRADE @ 8255' - 10"
FINISHED GRADE @ 8254' - 6"
*1
T.O. STRUCTURE @ 8285' - 7 15/16"
EXISTING GRADE @ 8252' - 9"
*3
T.O. STRUCTURE @ 8286' - 7 3/16"
EXISTING GRADE @ 8255' - 3"
L
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LINE OF UPPER
LEVEL
FOOTPRINT
LINE OF UPPER
LEVELFOOTPRINT
LINE OF UPPER
LEVEL
FOOTPRINT
T.O. STRUCTURE @ 8287' - 2 15/16"
T.O. STRUCTURE @ 8288' - 0"
T.O. STRUCTURE @ 8284' - 5 9/16"
4'
-
0
"
T.O. STRUCTURE @ 8279' - 11 1/8"
3' - 3 3/8"
1' - 0 3/8"
4'
-
0
"
T.O. STRUCTURE @ 8275' - 10"
3' - 0"
3' - 0"
5"
11
7
/
8
"
3' - 0"
11
7
/
8
"
T.O. STRUCTURE @ 8283' - 6 13/16"
T.O. STONE CAP @ 8292' - 3"
2' - 3 1 /8 "
2' - 3 1 /8 "
1'
-
3
1
/
8
"
2 ' - 0 1 /2 "
1'
-
3
5/
8
"
1' - 9 1 /8 "
2' - 6"
T.O. STRUCTURE @ 8278' - 6 13/16"
1
1
1
/
8
"
4' - 0"
4' - 0"
3'
-
3
1
/
2
"
1'
-
2
5
/
8
"
T.O. STRUCTURE @ 8284' - 0 9/16"
T.O. STRUCTURE @ 8283' - 8 9/16"
2" / 12"
1 1/2" / 12"
EXISTING GRADE @ 8256' - 6"
*4
4
A5.1
3A5.1
2
A5.1
1
A5.1
1
A5.2
2
A5.2
3
A5.2
4
A5.21
A5.3
2
A5.3
CRICKET
CRICKET
CRICKET
3
A5.3
4
A5.3
5
A5.3
1
A5.4
2
A5.4
3
A5.4
2" / 12"2" / 12"
1 1/2" / 12"3" / 12"
T.O. STRUCTURE @ 8289' - 4 9/16"
8283' - 7 1/16"
T.O. STRUCTURE @ 8286' - 7 3/16"
EXISTING GRADE @ 8256' - 3"
SKYLIGHT
77229
MASTER BEDROOM CHIMNEY
GENERAL NOTES:
LOT SIZE IS .4809 ACRES EQUAL TO 20,948 SF
1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN SITE PLAN.
2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT
FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF
AREAS. SEE SPEC FOR MORE INFORMATION.
3.) SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE
HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH
SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER.
4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN):
MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE
DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR
APPROX. 1" OF ROOFING.
*1- ROOF RIDGE HEIGHT @ SHEATHING = 8287' - 3"
EXISTING GRADE BELOW EAVE = 8255' - 10"
FINISHED GRADE BELOW EAVE = 8254' - 6"
ROOF HEIGHT = 32' - 9"
*2- ROOF RIDGE HEIGHT @ SHEATHING = 8288' - 0"
EXISTING GRADE BELOW EAVE = 8256' - 6"
ROOF HEIGHT = 31'- 6"
*3- ROOF RIDGE HEIGHT @ SHEATHING = 8285'- 8"
EXISTING GRADE BELOW EAVE = 8252'- 9"
ROOF HEIGHT = 32' - 11"
*4- ROOF RIDGE HEIGHT @ SHEATHING = 8289'- 4 1/2"
EXISTING GRADE BELOW EAVE = 8256'- 6"
ROOF HEIGHT = 32' -10 1/2"
NOTE: 6 1/8" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8".
Scale
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REVISION
1/4" = 1'-0"
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BUILDING PERMIT SET
1/4" = 1'-0"1 ROOF PLAN0'2'4'8'16'
No.Revision Date
Revision
Description
Scale
Drawn by
Checked by
Issue Date
REVISION
10
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3D VIEWS
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BUILDING PERMIT SET
1 ENTRY PERSPECTIVE2ENTRY PERSPECTIVE STRAIGHT ON
3 EAST PERSPECTIVE4NORTH EAST PERSPECTIVE
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
SPORT COURT
SLAB
8243' - 9 3/8"
PLATE
8282' - 10 7/8"
1 2 3 4
4' - 8"26' - 0"6' - 8"
MASTER
BATHROOM
202
SARA'S CLOSET
206
GARAGE
101
SPORT COURT
001
T.O. STEEL BEAM @ 8272' - 5 1/2"
T.O. STEEL BEAM @ 8273' - 3"
T.O. CONC. LEDGE @ 8259' - 6"
T.O. CONC. WALL @ 8262' - 0"
T.O. CONC. @ 8261' - 1"
2' - 0"18' - 6"5' - 6"
2 " / 12"
T.O. PLATE @ 8283' - 4 5/8"
9'
-
4
5
/
8
"
T.O. PLY @ 8273' - 9 3/4"
4' - 0"
4' - 0"
T.O. PLATE @ 8286' - 3 3/4"
12
'
-
3
3
/
4
"
16
'
-
2
1
/
8
"
T.O. FINISH @ 8245' - 0"
T.O. CONC. @ 8243' - 9 7/16"
3' - 11 3/8"
T.O. PLATE @ 8272' - 6 3/8"
10
'
-
7
"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
SPORT COURT
SLAB
8243' - 9 3/8"
PLATE
8282' - 10 7/8"
1 2 3 4
4' - 8"26' - 0"6' - 8"
MASTER
BATHROOM
202
SARA'S CLOSET
206
GARAGE
101
SPORT COURT
001
5'
-
0
"
T.O. CONC. WALL @ 8262' - 0"
T.O. CONC. LEDGE @ 8259' - 6"
6"2 1/2"
5 1/2"8 1/2"5 1/2"
2" / 12"
4' - 0"4' - 0"24' - 0"
9'
-
4
5
/
8
"
T.O. PLATE @ 8287' - 2 3/4"
T.O. PLATE @ 8283' - 4 5/8"
13
'
-
2
3
/
4
"
T.O. PLY @ 8273' - 9 3/4"
T.O. FINISH @ 8245' - 0"
T.O. CONC. @ 8243' - 9 7/16"
3' - 11 3/8"
2" / 12"
T.O. STEEL BEAM @ 8272' - 5 1/2"
T.O. CONC. WALL @ 8261' - 0 11/16"
14.0°
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
SPORT COURT
SLAB
8243' - 9 3/8"
PLATE
8282' - 10 7/8"
1 2 3 4
MASTER
BEDROOM
201
ERIC'S CLOSET
205
GARAGE
101
SPORT COURT
001
STORAGE
002
REC ROOM
009
4' - 8"26' - 0"6' - 8"
5'
-
6
"
T.O. SHEATHING @ 8289' - 4 9/16"
16
'
-
2
1
/
8
"
14
'
-
1
1
9
/
1
6
"
6'
-
2
9
/
1
6
"
4
1
/
2
"
2 " / 1 2 "
SHADE POCKET
4' - 0"
14.0°
9'
-
0
5
/
8
"
T.O. PLATE @ 8283' - 0 5/8"
4' - 0"
13
'
-
3
1
/
4
"
T.O. STEEL BEAM @ 8287' - 3 1/4"
2" / 1 2 "
3' - 11 3/8"
T.O. PLATE @ 8272' - 4 9/16"DROPPED CLG.
10
'
-
4
9
/
1
6
"
T.O. CONC. WALL @ 8261' - 1"
T.O. CONC. LEDGE @ 8258' - 0"
T.O. CONC. WALL @ 8262' - 0"
T.O. STEEL BEAM @ 8273' - 7 1/2"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
SPORT COURT
SLAB
8243' - 9 3/8"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
1 2 3 4 5 6 7 9 108
4' - 8"26' - 0"6' - 8"17' - 0"8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3"
EMMA'S ROOM
207
ALLIE'S ROOM
215
ALLIE'S CLST.
217
MUDROOM
102
SECONDARY
KITCHEN
104
ENTRY CLST.
112
DINING ROOM
113
LIVING ROOM
115
EMMA'S BATH
208
SPORT COURT
001
ELEVATOR MECH.
004
REC ROOM
009
GUEST BATH #1
017
GUEST CLOSET
019
STORAGE
218
STORAGE
000
POWDER
116
8'
-
6
"
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3'
-
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"
3'
-
9
3
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8
"
1'
-
1
1
3
/
1
6
"
5'
-
0
"
3
A5.2
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A5.3
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4
A5.3
T.O. CONC. WALL @ 8260' - 10"
T.O. CONC. LEDGE @ 8258' - 6"
T.O. STEEL BEAM @ 8260' - 0 3/4"
SHADE POCKET
T.O. PLATE @ 8283' - 5 3/8"
3' - 11 3/4"
4' - 0"
2 " / 1 2 "
9'
-
5
3
/
8
"
13
'
-
2
3
/
4
"
T.O. PLATE @ 8287' - 2 3/4"
4
1
/
2
"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8243' - 9 7/16"
T.O. FINISH @ 8245' - 0"
ATTIC MECH CHASE
T.O. CONC. LEDGE @ 8258' - 0"
T.O. CONC. WALL @ 8259' - 0"
T.O. CONC. WALL @ 8250' - 0"
T.O. CONC. LEDGE @ 8261' - 0"
T.O. CONC. @ 8249' - 11 1/4"
T.O. CONC. WALL @ 8262' - 6"T.O. CONC. WALL @ 8262' - 6"
T.O. CONC. LEDGE @ 8261' - 0"
T.O. CONC. @ 8249' - 11 1/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. PLY @ 8273' - 9 3/4"
A7.5
2 Sim
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 10 3/8"
3' - 0"3' - 0"
1 1/2" / 12"
3' - 3 3/8"
22' - 3 1/2"
DROPPED CEILING
8'
-
6
"
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T.O. PLATE @ 8283' - 10 3/16"
T.O. PLATE @ 8286' - 6 1/4"
12
'
-
6
1
/
4
"
9'
-
1
0
3
/
1
6
"
CRICKET 2" / 1 2"
Scale
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REVISION
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SECTIONS
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BUILDING PERMIT SET
1/4" = 1'-0"1 Section 1
1/4" = 1'-0"2 Section 2
1/4" = 1'-0"3 Section 3
1/4" = 1'-0"4 Section 4
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
PLATE
8282' - 10 7/8"
5 6 7 9 108
8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3"
ALLIE'S ROOM
215
ENTRY
111
DINING ROOM
113
LIVING ROOM
115
REC ROOM
009
PASS THROUGH
BAR
010
GUEST ROOM #2
012
GUEST ROOM #1
016
LAUNDRY /
CHANGING
024
ELEVATOR
025
ELEVATOR
117
ELEVATOR
219
1'
-
0
"
3
A5.2
4
A5.2
1
A5.3
2
A5.3
3
A5.3
4
A5.3
1'
-
6
"
T.O. CONC. WALL @ 8257' - 11 15/16"
T.O. CONC. LEDGE @ 8255' - 6"
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. STEEL BEAM @ 8261' - 7 1/2"
T.O. SHEATHING @ 8288' - 0"
T.O. STEEL BEAM @ 8261' - 1 3/4"
1 1/2" / 12"
3' - 0"22' - 3 1/2"3' - 0"
1' - 0 3/8"
11 1/2"
A7.1
4 Sim
T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. STEEL BEAM @ 8261' - 7 1/2"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. CONC. @ 8249' - 4 3/4"
10
'
-
0
"
MECH CHASE
T.O. CONC. @ 8248' - 11 1/4"
5 6 7 9 108
ALLIE'S ROOM
215
ALLIE'S BATH
216
DINING ROOM
113
LIVING ROOM
115
PASS THROUGH
BAR
010
BATHROOM
011
GUEST ROOM #2
012
GUEST
BATHROOM #2
014
GUEST ROOM #1
016
8' - 6"17' - 10"4' - 5 1/2"15' - 9 1/2"2' - 3"
3
A5.2
4
A5.2
1
A5.3
2
A5.3
3
A5.3
4
A5.3
T.O. CONC. WALL @ 8252' - 10 1/2"
3' - 3 3/8"
3' - 0"16' - 3"3' - 0"
T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. STEEL BEAM @ 8273' - 7 1/2"T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"T.O. CONC. @ 8249' - 4 3/4"
DROPPED CEILING DROPPED CEILING
T.O. STEEL BEAM @ 8261' - 7 1/2"T.O. STEEL BEAM @ 8261' - 1 3/4"
T.O. STEEL BEAM @ 8261' - 1 3/4"
9'
-
9
"
F
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-
6
"
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1 1/2" / 12"
T.O. PLATE @ 8285' - 9 3/16"
11
'
-
9
3
/
1
6
"
T.O. PLATE @ 8283' - 10 3/16"
9'
-
1
0
3
/
1
6
"
A B D E F GC
4
A5.1
1
A5.2
2
A5.2
LIVING ROOM
115
GUEST ROOM #1
016
GUEST BATH #1
017
W.C.
018
1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0"
T.O. CONC. WALL @ 8252' - 10 1/2"
T.O. FOOTING @ 8246' - 0"
T.O. CONC. WALL @ 8261' - 9 3/4"
T.O. CONC. LEDGE @ 8261' - 0"
T.O. STEEL BEAM @ 8261' - 1 3/4"
7
1
/
4
"
T.O. STEEL BEAM @ 8261' - 1 3/4"
1 1/2" / 12"
T.O. CONC. @ 8249' - 11 1/4"
T.O. PLY @ 8261' - 9 3/4"
4' - 0"24' - 9"4' - 0"
T.O. STEEL BEAM @ 8275' - 3 5/16"
T.O. PLATE @ 8275' - 0 9/16"
T.O. PLATE @ 8278' - 0 5/16"
T.O. STEEL BEAM @ 8278' - 4 1/16"
1'
-
0
"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
16' AFF
8278' - 0"
A B D E F GC
4
A5.1
1
A5.2
2
A5.2
ALLIE'S ROOM
215
DINING ROOM
113
BAR
114
GUEST ROOM #2
012
GUEST ROOM #1
016
GUEST CLOSET
019
1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0"
ATTIC
CRICKET
T.O. CONC. WALL @ 8252' - 10 1/2"
T.O. CONC. LEDGE @ 8252' - 4 1/2"
11 7/8"11 7/8"20' - 0"
5' - 9"4' - 0"
1 1/2" / 12"
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. STEEL BEAM @ 8261' - 4"
T.O. CONC. WALL @ 8262' - 0"
T.O. CONC. LEDGE @ 8261' - 6"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. STEEL BEAM @ 8261' - 3 3/4"
DROPPED CEILING
DROPPED CEILING
9'
-
9
"
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-
6
"
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T.O. CONC. WALL @ 8253' - 0"
T.O. STEEL BEAM @ 8261' - 7 1/2"
Scale
Drawn by
Checked by
Issue Date
REVISION
1/4" = 1'-0"
10
/
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/
2
0
1
3
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:
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6
:
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BUILDING PERMIT SET
1/4" = 1'-0"1 Section 5
1/4" = 1'-0"2 Section 6
1/4" = 1'-0"3 Section 7
1/4" = 1'-0"4 Section 8
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
PLATE
8282' - 10 7/8"
A B D E F GC
4
A5.1
1
A5.2
2
A5.2
1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0"
ALLIE'S ROOM
215
DINING ROOM
113
GUEST CLST
013
GUEST
BATHROOM #2
014
T.O. CONC. LEDGE @ 8254' - 0"
T.O. CONC. WALL @ 8262' - 0"
T.O. CONC. LEDGE @ 8261' - 6"
T.O. CONC. WALL @ 8255' - 0"
T.O. STEEL BEAM @ 8272' - 4"
T.O. STEEL BEAM @ 8273' - 7 1/2"
4
1
/
2
"
11 7/8"20' - 0"11 7/8"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. STEEL BEAM @ 8261' - 3 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. STEEL BEAM @ 8261' - 4"
T.O. PLY @ 8261' - 6 1/4"
3
1
/
2
"
T.O. PLY @ 8273' - 5 1/4"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
A B D E F GC
4
A5.1
1
A5.2
2
A5.2
ALLIE'S CLST.
217
ENTRY CLST.
112
DINING ROOM
113
ELEVATOR
025
ELEVATOR
117
ELEVATOR
219
1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0"
11 7/8"11"
2" / 12"
1' - 8 1/8"2' - 0"
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. PLY @ 8261' - 6 1/4"T.O. CONC. WALL @ 8262' - 6"
T.O. CONC. LEDGE @ 8261' - 6"
T.O. CONC. @ 8248' - 11 1/4"
DROPPED CEILING
T.O. CONC. @ 8249' - 9 3/4"
T.O. CONC. WALL @ 8249' - 9 3/4"
T.O. CONC. LEDGE @ 8249' - 4 3/4"
8'
-
6
"
F
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T.O. STEEL BEAM @ 8261' - 4"
3
1
/
2
"
MECH CHASE MECH CHASE
2' - 0"4' - 2 7/8"
POWER SHADE POCKET
T.O. PLATE @ 8282' - 11 5/8"
1 1/2" / 12"CRICKET
T.O. PLATE @ 8274' - 7 3/8"
MECH CHASEMECH CHASE
10
'
-
0
"
F
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DROPPED CEILING
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
16' AFF
8278' - 0"
A B D E F GC
4
A5.1
1
A5.2
2
A5.2
1' - 0"5' - 4"11' - 8"3' - 9"4' - 0"
ENTRY
111
DINING ROOM
113
BATHROOM
011
LAUNDRY /
CHANGING
024
T.O. CONC. WALL @ 8261' - 9 3/4"
T.O. CONC. LEDGE @ 8261' - 0"
T.O. FOOTING @ 8249' - 3"
POWER SHADE POCKET
1 1/2" / 12"
2' - 0"
2' - 0"14' - 0"1' - 8 3/8"
T.O. PLATE @ 8282' - 11 5/8"
T.O. PLATE @ 8281' - 3 7/8"
1' - 8 1/8"2' - 0"
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. PLY @ 8261' - 6 1/4"
T.O. CONC. @ 8249' - 9 3/4"
T.O. CONC. WALL @ 8249' - 9 3/4"
T.O. CONC. LEDGE @ 8249' - 4"
T.O. PLATE @ 8274' - 7 3/8"
2 " / 1 2 "
3
1
/
2
"
MECH CHASEMECH CHASEMECH CHASE
DROPPED CEILING
8'
-
6
"
F
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3
1
/
2
"
8'
-
1
1
5
/
8
"
19
'
-
3
7
/
8
"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
A B D E F GC
4
A5.11
A5.2
2
A5.2
1' - 0"5' - 4"11' - 8"2' - 0"1' - 9"4' - 0"
DINING ROOM
113
ELEVATOR MECH.
004
REC ROOM
009
PASS THROUGH
BAR
010
T.O. CONC. WALL @ 8262' - 6 1/16"
T.O. CONC. LEDGE @ 8261' - 6"
1 1/2" / 12"
1' - 6"
1' - 6"20' - 3"2' - 6"
3
1
/
2
"
T.O. PLATE @ 8285' - 3 11/16"
T.O. PLATE @ 8282' - 10 11/16"
8'
-
1
0
1
1
/
1
6
"
11
'
-
3
1
1
/
1
6
"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 6 1/4"
T.O. CONC. @ 8249' - 9 3/4"
T.O. CONC. WALL @ 8249' - 9 3/4"
T.O. CONC. LEDGE @ 8249' - 4 3/4"
T.O. CONC. @ 8249' - 9 3/4"
T.O. STEEL BEAM @ 8261' - 7 1/2"
T.O. PLY @ 8273' - 6 1/4"
T.O. CONC. @ 8249' - 11 1/4"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
AABBCCDDEE
ERIC'S OFFICE
210
MICHAEL'S BATH
213
MICHAEL'S CLST.
214
PANTRY
105
SECONDARY
KITCHEN
104
KITCHEN
106
REC ROOM
009
MECHANICAL
020
2' - 6"5' - 0"7' - 6 3/16"4' - 9 5/8"
2
A5.4
3
A5.4
1'
-
6
"
6'
-
8
3
/
4
"
5'
-
0
"
12
'
-
1
1
/
2
"
8255' - 11 1/2"
T.O. STEEL BEAM @ 8273' - 5 1/2"
T.O. STEEL BEAM @ 8261' - 1 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. PLY @ 8273' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"T.O. CONC. @ 8248' - 10"
T.O. CONC. WALL @ 8254' - 6"
T.O. STEEL BEAM @ 8261' - 7 1/2"
T.O. STEEL BEAM @ 8261' - 7 1/2"
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. STEEL BEAM @ 8273' - 5 1/2"
T.O. STEEL BEAM @ 8273' - 4"
T.O. CONC. @ 8249' - 0"
A7.2
3 Sim
Scale
Drawn by
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Issue Date
REVISION
1/4" = 1'-0"
10
/
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1
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BUILDING PERMIT SET
1/4" = 1'-0"1 Section 9
1/4" = 1'-0"2 Section 10
1/4" = 1'-0"3 Section 11
1/4" = 1'-0"4 Section 12
1/4" = 1'-0"5 Section 13
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
AA BB CC DD EE
ERIC'S OFFICE
210
POWDER
211
MUDROOM
102
SECONDARY
KITCHEN
104
KITCHEN
106
REC ROOM
009
MECHANICAL
020
2' - 6"5' - 0"7' - 6 3/16"4' - 9 5/8"
2
A5.4
3
A5.4
OPEN AREA
023
4'
-
5
1
/
2
"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
PLATE
8282' - 10 7/8"
3A 5A 7A1A2A4A6A5
A5.3
1
A5.4
3' - 0"2' - 6"17' - 10 3/16"2' - 6"5' - 0"2' - 6"
ERIC'S OFFICE
210
FAMILY OFFICE
108
BREAKFAST
NOOK
110
EXERCISE
BATHROOM
006
STEAM ROOM
008
MECHANICAL
020
A/V CLOSET
021
6'
-
8
3
/
4
"
T.O. STEEL BEAM @ 8273' - 7 1/2"
SHADE POCKET
T.O. STEEL BEAM @ 8261' - 7 1/2"
1' - 5 3/8"
2' - 2 3/8"20' - 4 3/16"2' - 3 1/8"
1 1/2" / 12"
T.O. PLATE @ 8281' - 8"
7'
-
8
"
10
'
-
2
1
/
1
6
"
3
1
/
2
"
T.O. STEEL BEAM @ 8284' - 1 13/16"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. CONC. @ 8248' - 10"
T.O. STEEL BEAM @ 8273' - 7 1/2"
T.O. STEEL BEAM @ 8273' - 4"
T.O. STEEL BEAM @ 8261' - 4"
T.O. STRUCTURE @ 8255' - 11 1/2"
T.O. PLY @ 8261' - 6 1/4"
3
1
/
2
"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
16' AFF
8278' - 0"
3A 5A 7A1A2A4A6A5
A5.3
1
A5.4
MICHAEL'S ROOM
212
LAUNDRY ROOM
103
KITCHEN
106
EXERCISE ROOM
005
REC ROOM
009
3' - 0"2' - 6"17' - 10 3/16"2' - 6"5' - 0"2' - 6"
T.O. STEEL BEAM @ 8260' - 3 1/2"
1'
-
4
"
8'
-
1
1
3
/
8
"
MECH. CHASE
1'
-
0
"
9'
-
4
7
/
8
"
10
'
-
6
3
/
8
"
T.O. STEEL BEAM @ 8273' - 4"T.O. STEEL BEAM @ 8273' - 7 1/2"7'
-
4
1
5
/
1
6
"
F
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8"
ATTIC
T.O. PLATE @ 8281' - 5 5/8"
1' - 8 3/8"30' - 10 3/16"2' - 3 1/8"
T.O. PLATE @ 8285' - 2 9/16"1 1/2" / 12"
T.O. PLY @ 8273' - 9 3/4"
T.O. PLY @ 8261' - 9 3/4"
T.O. CONC. @ 8249' - 11 1/4"
T.O. PLY @ 8261' - 6 1/4"T.O. STEEL BEAM @ 8261' - 7 1/2"
T.O. PLY @ 8273' - 6 3/8"
T.O. CONC. @ 8249' - 9 3/4"
T.O. CONC. WALL @ 8249' - 9 3/4"
T.O. CONC. LEDGE @ 8249' - 4 3/4"
Scale
Drawn by
Checked by
Issue Date
REVISION
1/4" = 1'-0"
10
/
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0
1
3
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:
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6
:
4
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BUILDING
SECTIONS
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10-09-13
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BUILDING PERMIT SET
1/4" = 1'-0"1 Section 14
1/4" = 1'-0"2 Section 15
1/4" = 1'-0"3 Section 16
No.Revision Date
Revision
Description
10% SLOPE
RE: STRUCT.
RE
:
S
T
R
U
C
T
.
RE: STRUCT.
RE: STRUCT.
T.O. SLAB
RE: FLOOR PLANS
STONE VENEER OVER 3D DRAINAGE MATERIAL OVER AIR
AND WATER INFILTRATION BARRIER CONT. @ WALL. LAP
OVER BITUTHANE FLASHING, STEEL ANGLE, & MIRADRAIN
DRAINAGE MEDIUM @ FOUNDATION. DRAINAGE MEDIUM
CONT. UNDER B.O. STONE OR PROVIDE WEEP SO THATDRAINAGE MEDIUM CAN DRAIN AT BO WALL.
5" CONC. SLAB ON GRADE WITH INFLOOR RADIANT HEAT
3/4" FINISH FLOOR
RE: FLOOR PLANS AND SPEC
4" CONT. RIGID FOAM INSULATION PANEL UNDER SLAB W/2" VERTICAL PIECE OF EDGE AT SLAB W/ BEVEL CUT TOPAS SHOWN
BASE BOARD TYPICAL
CONCRETE FOUNDATION WALLRE: STRUCTURAL DRAWINGS
CONCRETE FOUNDATION FOOTERRE: STRUCTURAL DRAWINGS
4" GRAVEL BED UNDER CONCRETE SLAB PER SOILSENGINEER RECOMMENDATIONS/STRUCT.
INSULATION RE: SPEC
MIRA DRAIN DRAINAGE MEDIUM OVER R10 2" RIGID FOAM
INSULATION PANEL OVER WATERPROOF MEMBRANE RE:
SPEC. ALTERNATE INSULATION/ DRAINAGE MEDIUM MAY BE
PROPOSED PER SPEC.
INTERIOR
EXTERIOR
6"
M
I
N
.
1/2" EXPANSION JOINT WITH BEVEL CUT
TOP OF 2" FOAM @ SLAB EDGE. PROVIDE SEALANT JOINT
BTW SLAB AND CONC. WALL TO PREVENT RADON GASINFILTRATION
GRID
LINE
2 5/8" INSULATION PANEL CONSISTING OF: 2" RIGIDFOAM GLUED TO 5/8" PLYWOOD TOP SHEET R-10 +/-SCREW TO WOOD STUD W 5" SCREWS @ A MIN OF 8"
O.C. PER DETAIL 4/A6.9 AND MANUFACTURES
RECOMMENDATIONS. RE: RE
OUTLINE SPEC
4" DIA. RIGID PERFORATED PIPE SURROUNDED BY FILTERFABRIC AND A MIN. OF 4 INCHES OF DRAIN GRAVEL SLOPED1% MIN. TO DAYLIGHT PER SOILS REPORT. RE SOILSREPORT FOR ADDITIONAL FOUNDATION & PERIMETERDRAIN REQUIREMENTS & SPEC
W.P. MEMBRANE CONT. FROM B.O.FOOTING TO T.O. CONC.
LAP ICE AND WATER SHIELD OVER B.O. INSULATIONPANEL 6" MIN. AND CONTINUE REMAINDER OF 36" ROLLERUP WALL.
10 MIL VAPOR BARRIER TURNS UP WALL MECH FASTEN ANDSEAL TO WALL. SEAL ALL JOINTS AND PENETRATIONS TYP.
SMART MEMBRANE VAPOR BARRIER RE: SPEC
MIRA DRAIN DRAINAGE MEDIUM OVER R-15 3 1/8" RIGID
FOAM INSULATION PANEL OVER WATERPROOF
MEMBRANE RE: SPEC
TYPICAL FOUNDATION NOTES:
PRESSURE TREATED PLATE
SLOPE
T.O. PLYWOOD
RE: FLOOR PLANS
INTERIOREXTERIOR
GRID
LINE
SLOPE GRADE @ 5% MIN.
AWAY FROM BUILDING PER
SOILS ENGINEER
SEE 1/A6.1 FOR TYP. STONE VENEER WALL
ASSEMBLY INFORMATION
FILL JOIST CAVITY W/ BLOWN-IN INSULATION RE: SPEC
ICE AND WATER SHIELD LAPS OVER
CONC. FOUNDATION STONE LEDGE ANDDOWN 6" MIN. AND CONTINUEREMAINDER OF 36" ROLL UP WALL.
SEE 1/A6.1 FOR TYP. FOUNDATION ASSEMBLY
2 1/2"5 1/2"2"
RE: STRUCT.
RE: STRUCT.
1' - 0"
RE
:
S
T
R
U
C
T
.
FINISHED FLOOR RE: PLANS AND SPEC OVERGYPCRETE W/ IN-FLOOR RADIANT HEAT
RE: PLANS AND SPEC. TOTAL ASSEMBLY FOR
FINISH & GYPCRETE IS 2 1/4"
RIM JOIST RE: STRUCT.
WATER &AIR INFILTRATIONBARRIER LAPS OVER MIRADRAINWHICH LAPS OVER ICE ANDWATER SHIELD FLASHING.
SEE DETAIL 1/A6.1 FOR TYP.FOUNDATION NOTES
9"
6"
MIRADRAIN CONTINUOUS @ T.O. CONC.LEDGE TO ALLOW STONE VENEERDRAINAGE MEDIUM TO DRAIN
1 1/2" 2# CLOSED CELL SPARY FOAMINSULATION BETWEEN 2X FURRING
2X P.T. FURRING HELD 1/2" OFF OF CONC.FOUNDATION WALL
GRID
LINE
3"
CUSTOM 5" ROUND CRCQ GUTTER WITH
ROUND CRCQ DOWN SPOUTS
RE: ROOF PLANS FOR LOCATIONS
COPPER DRIP EDGE FLASHING
AEP SPAN STANDING SEAM METAL ROOFING
6X10 RAFTER TAILS ATTACHED TO WOOD
RAFTERS @ 48" O.C. RE: RCP AND STRUCT.
RE: ELEVATIONS FOR SIDING TYPE. NOTECONDITION MAY HAVE STONE, METAL ORVERTICAL SIDING
JOINT SEALANT TYP.
T.O. PLATE
RE: ELEVS AND SECTIONS
2 X 12 RAFTER @ 24" O.C. W/ CAVITY FILLED W/BLOWN-IN INSULATION RE: STRUCT./SPEC.
2X BLOCKING PER STRUCTURALDRAWINGS
2X6 T&G DOUG-FIR DECKING W/ 1/8" X 1/8" REVEAL
BETWEEN BOARDS @ ALL SOFFITS RE:STRUCTURAL
OPTIONAL 30 # FELT UNDERLAYMENT FOR TEMPDRY IN. RE: SPEC
VYCOR ICE AND WATER SHIELD (USE HIGHTEMPERATURE AT ALL METAL ROOFS) - PROVIDEDOUBLE LAYER (50% OVERLAP) FOR FIRST 4' OFROOF ABOVE EAVERE: SPEC
6 1/8" RIGID INSULATION PANEL WITH 5/8" PLYWOOD SHEATHINGGLUED TO 5 1/2" CONTINUOUS RIGID FOAM INSULATION PANEL R-25 +/- ATTACH TO ROOF W/ MIN. 9" SCREWS IN PATTERN PERPANEL MANUF. *NOTE - (2) LAYERS OF RIGID INSULATION W/
STAGGERED JOINTS MAY BE USED AS SUBSTITUTION
RE: SPEC
ROOFS TO BE PROTECTED THROUGHOUTWITH ENGINEERED SNOW PADS PER MANF.RECOMMENDATIONS PER ROOF PITCH ANDSNOW LOADS RE: SPEC
RE: ROOF PLAN
2 5/8 " INSULATION PANEL CONSISTING OF: 2" RIGIDFOAM GLUED TO 5/8" PLYWOOD TOP SHEET R-12.9 +/-.SCREW TO WALL W/ MIN. 5" LONG SCREWS IN PATTERNPER DETAIL 9/A6.5. PROVIDE SEALANT @ JOINTSBETWEEN PANELS AND BETWEEN PANELS AND ROOFSHEATHING
3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENTMATERIAL AT TOP OF WOOD SIDING
CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER
AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OFTHE WALL.
SLOPE PER ROOF PLAN
5/8" PLYWOOD SHEATHING
GRID
LINE
6X10 RAFTER TAIL ATTACHED TO I-JOIST RAFTERS @ 48" O.C.RE: STRUCTURAL DRAWINGS
DRIP FLASHING OVER 2X10 FASCIA
TYPICAL METAL ROOF ASSEMBLYRE: 3/A6.1
FILL CAVITY W/ BLOWN-IN INSULATION
RE: SPEC
6X10 WOOD RAFTER LAG BOLTED TOEXTERIOR WALL - LAG BOLTS TO BECOUNTER SUNK
2X4 BLOCKING
PLYWOOD BLOCKING
TYPICAL STONE VENEER ASSEMBLYRE: 1/A6.1
(3) 2X8 BLOCKING BUILD UP
RE: ROOF PLAN
WORKING POINT
CANTILEVERED 2X6 T&G DECKING
RE: ROOF PLANVARIES PER OVERHANG CONT. BUG SCREEN STAPLED TORAFTER WRAPPED OVER AIR VENTMATERIAL TO CREATE MIN 1/2" VENT ATTOP OF THE WALL
DRAINAGE BOARD SLOPES AT 1/8"PER 1'-0" OVER W.P. MEMBRANEOVER 3/4" PLYWOOD OVER RIPPED 2XSLEEPERS
4" STONE ASSEMBLY- APPROX 1 1/2" OF
STONE OVER 1" OF GROUT OVER 1 1/2"
CONC. SLAB OVER DRAINAGE BOARD OVER
W.P MEMBRANE
5" L X 3 1/2" W X 3/4" T STEEL PLATE PAINTED TOMATCH WINDOW COLOR LAG BOLTED THROUGHTO RIM JOIST
T.O. PLYWOOD
RE: PLANS
INTERIOR
FINISHED FLOOR RE: PLANSAND OWNERS SPEC
3/4" PLYWOOD RE: STRUCT.
14" WOOD I-JOISTS BEYOND RE: STRUCT.
BLOWN-IN INSULATION RE: SPEC
RIM JOIST RE: STRUCT.
W.P. MEMBRANE CONT. MIN. 1'-6" UPWALLS AND CONT. UNDER DOOR SILL
FLASHING CONT. UNDER DOOR SILL
LIFT AND SLIDE DOOR RE:
WINDOW SCHED.
GRID
LINE
INTERIOR
WALL FINISH RE: ELEVATION & SPEC
5/8" GWB
1'
-
2
"
9
1
/
4
"
EXTERIOR
SLOPE @ 1/8" : 1'-0"
STEEL I-BEAM RE: STRUCT.
4X4 TUBE STEEL COLUMN WELDED TOSTEEL BEAM RE: STRUCT.
7 1/2" L X 7 1/2" W X 1/2" T STEELPLATE WELDS TO COLUMN ABOVEAND KNIFE PLATE BELOW
KNIFE PLATE W/ THROUGH BOLTS RE:
STRUCT.
8X8 WD. COLUMN RE:ELEVATIONS FOR SLOPED @LOCATIONS
RE: STRUCT.
RE:PLAN
DECK JOIST / BLOCKINGLAG-BOLTED INTO STEELPLATE FROM BELOW RE:STRUCT.
1X6 T&G DECKING MEETS W/ 1/8" X 1/8"
REVEAL JOINT
1 1/2" GYP W/ RADIANT HEATTUBING RE: SPEC
2 LAYERS OF P.T BLOCKING
CUSTOM METAL GUTTER PER DIMS SHOWN
4"
DECKING
56' - 2"
NOTCH B.O. OF DECK JOIST TO SIT OVERT.O. WALL
3/8" THICK L-SHAPED STANCHION W/ TAPERED EDGE W/DIMENSIONS AS SHOWN IN SECTION DETAIL EACHSTANCHION WELDED TO STEEL PLATE BELOW AND LAG-BOLTED INTO 6X12 RIM JOIST
1/2" THICK GLASS PANEL- USE STRUCTURAL
SILICON TO ATTACH TO METAL FRAME
3 1/2" W X 3 1/2" H X 3/8" T STEEL WELDED TOTOP STANCHIONS WITH TOP AT 30 DEGREEANGLE AND BOTTOM NOTCHED OUT WITH A1/2" X 1 3/4" SLOT TO ACCEPT STANCHION
CONT. 3" W X 1/2" THICK STEEL PLATE AT 30 DEGREES
ANGLE CENTERED AND WELDED TO PLATE BELOW
1 1/2" W X 1/2" T STEEL TOP STRAP SET IN 1/8"FROM EDGE OF STANCHION
1 1/2" W X 1/2" T STEEL BOTTOM STRAP SET IN1/8" FROM EDGE OF STANCHION TYP.
4'
-
0
"
1/2"
3 1/2"
30.0°
1'
-
4
7
/
1
6
"
1/
2
"
2'
-
4
1
/
8
"
1/
2
"
5/
8
"
3
1
/
2
"
3
5
/
1
6
"
3/8"
1
3
/
4
"
1 3/4"
NOTE: ALL STEEL @ RAILINGS ARE TO BE PAINTEDPER ARCHITECTURAL FINISH SCHEDULE
3'
-
1
"
1/8"
1X SPACER
11 7/8" I-JOISTS RE:STRUCT.
2X12 CEDAR TRIM BOARD
I-JOIST RIM BOARD / BLOCKING RE:STRUCT.
2X PRESSURE TREAT BLOCKING FOR GUTTERATTACHMENT
7 1/2"
3"
GRILL
PROVIDE DRAINAGE MEDIUM AND WEEP@ EDGE OF STEEL BEAM
DRAINAGE BOARD SLOPES AT 1/8"
PER 1'-0" OVER W.P. MEMBRANEOVER 3/4" PLYWOOD OVER RIPPED 2XSLEEPERS
4" STONE ASSEMBLY- APPROX 1 1/2" OFSTONE OVER 1" OF GROUT OVER 1 1/2"CONC. SLAB OVER DRAINAGE BOARD OVERW.P MEMBRANE
EXTERIOR
SLOPE @ 1/8" : 1'-0"
STEEL I-BEAM RE: STRUCT.
4X4 TUBE STEEL COLUMN WELDED TOSTEEL BEAM RE: STRUCT.
7 1/2" L X 7 1/2" W X 1/2" T STEELPLATE WELDS TO COLUMN ABOVEAND KNIFE PLATE BELOW
KNIFE PLATE W/ THROUGH BOLTS RE:STRUCT.
8X8 WD. COLUMN RE:
ELEVATIONS FOR SLOPED @
LOCATIONS
RE: STRUCT.
DECK JOIST / BLOCKING
LAG-BOLTED INTO STEEL
PLATE FROM BELOW RE:
STRUCT.
1X6 T&G DECKING MEETS W/ 1/8" X 1/8"REVEAL JOINT
CUSTOM METAL GUTTER PER DIMS SHOWN
4"
1/2" THICK GLASS PANEL
3'
-
1
"
1X SPACER
11 7/8" I-JOISTS RE:STRUCT.
2X12 CEDAR TRIM BOARD
I-JOIST RIM BOARD / BLOCKING RE:STRUCT.
2X PRESSURE TREAT BLOCKING FOR GUTTERATTACHMENT
7 1/2"
3"
GRILL
PROVIDE DRAINAGE MEDIUM AND WEEP
@ EDGE OF STEEL BEAM
LIVERS BRONZE CO. BUTTON RAIL
Scale
Drawn by
Checked by
Issue Date
REVISION
1 1/2" = 1'-0"
10
/
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/
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1
3
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:
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A6.1
DETAILS
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BUILDING PERMIT SET
1 1/2" = 1'-0"1 TYPICAL FOUNDATION DETAIL
1 1/2" = 1'-0"2
FOUNDATION DETAIL @ JOIST BEARING
ON FOUNDATION WALL
1 1/2" = 1'-0"3 TYPICAL ROOF EAVE DETAIL
1 1/2" = 1'-0"4 ROOF RAKE DETAIL
1 1/2" = 1'-0"5 W.P. STONE DECK AND RAILING DETAIL
1 1/2" = 1'-0"6
W.P. STONE DECK AND GLASS PANEL
RAILING DETAIL
No.Revision Date
Revision
Description
GENERAL NOTES:
1.) INSTALL GAS LOG SET AND BURNER PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A
COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY
PROPER INSTALLATION.
2.) INSTALL EXCEL MODEL RIS CHIMNEY PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A
COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY
PROPER INSTALLATION.
A7.1 2
LIVING ROOM
115
3
A7.1
4
A7.1 8'
-
0
"
5 1/2"3' - 0"5 1/2"
9'
-
0
"
20 1/4" CUSTOM PATINA STEEL
HEARTH OVER CONC. SLAB ON
STEEL CONSTRUCTION. SETHEARTH 1/4" ABOVE FIREPLACE
FINISHED FIREBRICK
2" SLAB FINISH MATERIAL
8' CUSTOM MASON-LITE MASONRY
FIREPLACE OVER CMU BLOCK BUILD-UPOVER CONC AND STEEL CONSTRUCTION.
PROVIDE FLU SENTINEL
1" FIREBRICK
LINE OF CHIMNEYABOVE, INSTALL PER
MANUF. SPECIFICATION
A7.3
5
WRAP F.P. FLUE
SURROUND IN 5/8""TYPE X" GWB
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
A B C
8' - 0"
9' - 0"
CUSTOM MASONLITE
FIREBOX
CUSTOM PATINA
STEEL HEARTH
3'
-
0
"
1'
-
6
"
4
A7.1
2" SLAB FINISH MATERIAL
144"
12"
3" STONE SLAB
CHIMNEY CAP
PAINTED TO MATCH WINDOWCOLOR 4X4 TUBE STEEL
POST CANTED AT 1:12
WELDED TO 1/2"X6"X8" STEELPLATE AT TOP AND BOTTOM
SET IN BED OF SEALANT
OVER FLASHING. FASTENEDWITH EXPANSION BOLTS INTO
STONE ABOVE & BELOW.
CHIMNEY, INSTALLED PER
MANUF. SPECIFICATION
3" STONE SLAB
CHIMNEY CAP
CRICKET;
RE: ROOF PLAN
T.O. STONE @ 8284' - 3"
T.O. STONE @ 8280' - 6"
PROVIDE WOODBUILD UP @ ALL
SIDES TO SUPPORT
STONE VENEER
STONE VENEER, TYP.
3' - 4 3/8"1' - 2 5/8"
11' - 0"
9' - 7 1/2"
144"
12"
1' - 0"
LINE OF 2X6 FRAMING
ST
E
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L
F
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O
6
'
-
9
1
/
4
"
A
F
F
STEEL FRAMING
3 5/8"9' - 5"8 1/2"
STEEL ANGLE TOSUPPORT SLAB ABOVE;
BOLTS TO FRAMING ON
EITHER SIDE OF FIREBOXRE: STRUCT
2"
T.O. PLY @ 8262' - 0"
3' - 4 3/8"5 1/2"10' - 4 1/8"5 1/2"
3' - 4 3/8"5 1/2"8' - 9 7/8"5 1/2"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
4
A7.1
1'
-
2
"
11' - 3"
2" SLAB FINISH MATERIAL
14" CMU BUILD UP SEE:
MASON-LITE MANUF.SPECIFICATION
1" FIREBRICK
8' CUSTOM MASON-LITE
MASONRY FIREPLACE OVERCMU BLOCK BUILD-UP OVER
CONC AND STEEL
CONSTRUCTION . PROVIDE FLUSENTINEL
8" CONC. SLAB OVER
STEEL DECKING
RE: STRUCT
14" I.D. ICC RIS FLUE, INSTALLPER MANUFACTURER'S
SPECIFICATION
PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER
RE: STRUCTURAL FOR
ATTACHMENT
STEEL BEAM
RE: STRUCTURE
STONE VENEER, TYP.
ALLOW 2" OF CLEARANCE
8' - 0"3'
-
0
"
4
3
/
4
"
144"
12"
A7.3
4
A7.3
4
A7.3
1
2" CLR
WRAP F.P. FLUE SURROUND IN
5/8" "TYPE X" GWB
STEEL BEAM,RE: STRUCT.
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
9 10
3
A7.1
2" SLAB FINISH MATERIAL
4
3
/
4
"
1'
-
2
"
1'
-
6
"
14" CMU BUILD UP SEE:
MASON-LITE MANUF.SPECIFICATION
2"
USE METAL STUDS UPTO 2" PAST FIREBOX,
PER MANUFACTURER
SMOKE CHAMBER
1" FIREBRICK
8' CUSTOM MASON-LITE MASONRY
FIREPLACE OVER CMU BLOCK
BUILD-UP OVER CONC AND STEEL
CONSTRUCTION . PROVIDE FLU
SENTINEL
8" CONC. SLAB OVER STEEL
DECKING; RE: STRUCT
20 1/4" CUSTOM PATINIASTEEL HEARTH OVER
CONC. SLAB ON STEEL
CONSTRUCTION. SETHEARTH 1/4" ABOVE
FIREPLACE FINISHED
FIREBRICK
1'
-
8
1
/
4
"
14" I.D. ICC RIS FLUE, INSTALLPER MANUFACTURER'S
SPECIFICATION
WOOD HEADER
RE: STRUCTURE
3' - 0"
PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER
RE: STRUCTURAL FOR
ATTACHMENT
STEEL BEAMRE: STRUCTURE
STONE VENEER, TYP.
2X6 FRAMED WALL ABOVE FIREPLACE
OPENING RE: FIREPLACE SPEC
T.O. STEEL BEAM @ 8261' - 1 3/4"
ALLOW 2" OF CLEARANCE
B.
O
.
H
E
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6
'
-
9
1
/
4
"
A
F
F
T.O. CONC. @ 8261' - 9 3/4"
3/8" PATINA STEEL
PLATE ATTACHED TOTUBE STEEL FRAMING;
ATTACH BOTTOM OF
FRAME TO SLAB BELOWWITH EXPANSION BOLTS
1' - 8 5/8"
STEEL ANGLE TO
SUPPORT SLAB ABOVE
RE: STRUCT
1/
4
"
A7.3
2
SIM
SIM
A7.3
4
A7.3
4
WRAP F.P. FLUE SURROUND IN5/8" "TYPE X" GWB
4'
-
1
0
7
/
1
6
"
WRAP STEEL BEAM
IN 5/8" "TYPE X" GWB
STEEL BEAM
RE: STRUCT.
7
A7.1
3
1
/
2
"
2'
-
0
5
/
8
"
3
1
/
2
"
1' - 1 1/4"
3 1/2"
1' - 1 7/8"3' - 11 1/4"9 1/8"3 1/2"
MASTER
BEDROOM
201
W.C.
204
MASTER
BATHROOM
202
5
3
/
4
"
STONE SURROUND
TOWN AND COUNTRY 42"DIRECT VENT, INSTALL PER
MANUF SPECIFICATION
WRAP F.P. FLUE SURROUNDIN 5/8" "TYPE X" GWB
8
A7.1
A7.1
9
STEEL FRAMING, SEEFIREPLACE MANUF
SPECIFICATION
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
8
A7.1
TERMINATION CAP:
MAINTAIN CLEARANCESPRESCRIBED BY CODE
CHASE TOP COLLARSTORM COLLAR
SET IN SEALANT
OVER FLASHING
PROVIDE ELECTRONIC FLUEDAMPER AT INTERIOR
FIREPLACE CHIMNEY; PER
MANUF SPECIFICATION
TOWN AND COUNTRY
42" DIRECT VENT,
INSTALL PER MANUFSPECIFICATION
5" I.D. ICC RIS FLUE,
INSTALL PER MANUF
SPECIFICATION
STEEL FRAMING, SEEMANUF SPECIFICATION
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
H
7A7.1
TERMINATION CAP:MAINTAIN CLEARANCES
PRESCRIBED BY CODE
CHASE TOP COLLAR
STORM COLLAR
SET IN SEALANT
OVER FLASHING
PROVIDE ELECTRONIC FLUEDAMPER AT INTERIOR
FIREPLACE CHIMNEY; PER
MANUF SPECIFICATION
TOWN AND COUNTRY
42" DIRECT VENT,
INSTALL PER MANUFSPECIFICATION
5" I.D. ICC RIS FLUE,INSTALL PER MANUF
SPECIFICATION
STEEL FRAMING, SEE
MANUF SPECIFICATION
B.
O
.
H
E
A
D
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@
5
'
-
6
"
A
F
F
STEEL ANGLE TO
SUPPORT SLAB ABOVE,RE: STRUCT.
ALLOW 2" OF
CLEARANCE
8
A7.1
1'
-
0
"
WOOD PANELING
5
3
/
1
6
"
TERMINATION CAP:
MAINTAIN CLEARANCES
PRESCRIBED BY CODE
TOWN AND COUNTRY42" DIRECT VENT,
INSTALL PER MANUF
SPECIFICATION
5" I.D. ICC RIS FLUE,
INSTALL PER MANUF
SPECIFICATION
STEEL FRAMING,
SEE MANUFSPECIFICATION
2' - 11 1/4"3 1/2"1' - 1 7/8"3' - 11 1/4"9 1/8"3 1/2"
1'
-
0
"
4'
-
6
"
LINE OF FRAMING
2" SLAB FINISH
MATERIAL
STEEL ANGLE TO
SUPPORT SLAB ABOVE,
BOLTS TO FRAMING ON
EITHER SIDE OF FIREBOX;
RE: STRUCT.
Scale
Drawn by
Checked by
Issue Date
REVISION
As indicated
10
/
1
0
/
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0
1
3
2
:
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6
:
5
7
A
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A7.1
FIREPLACE
SHEET
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BUILDING PERMIT SET
1/2" = 1'-0"1
LIVING ROOM FIREPLACE MAIN LEVEL
FLOOR PLAN
1/2" = 1'-0"2 LIVING ROOM FIREPLACE ELEVATION
1/2" = 1'-0"3
LIVING ROOM FIREPLACE NORTH SOUTH
SECTION
5 LIVING ROOM FIREPLACE PERSPECTIVE
1/2" = 1'-0"4
LIVING ROOM FIREPLACE EAST WEST
SECTION
1/2" = 1'-0"6
MASTER BEDROOM FIREPLACE FLOOR
PLAN
1/2" = 1'-0"7
MASTER BEDROOM FIREPLACE NORTH
SOUTH SECTION
1/2" = 1'-0"8
MASTER BEDROOM FIREPLACE EAST
WEST SECTION
1/2" = 1'-0"9
MASTER BEDROOM FIREPLACE
ELEVATION10
MASTER BEDROOM FIREPLACE
PERSPECTIVE
No.Revision Date
Revision
Description
UP
UP
A7.2
2
ERIC'S OFFICE
210
DUAL SIDED INTERIOR /
EXTERIOR FIREPLACEON LEVEL BELOW
MECH. CHASE
60" TV ON MANUAL 90DEG SWING ARM
ABOVE FIREPLACE
Q
Q
Q
3
A7.2
6
5
/8
"
1
0
7
/
8
"
5 1 /2 "
5' - 9 7 /8 "
3 1 /2 "
1' - 7 3 /1 6 "
7 1 /4 "
FIREPLACEXTRODDINAIRE XTREME
6020
BOULDER HEARTH
1' - 3 3 /1 6 "
6 ' - 0 "
A7.3
6
STEEL FRAMING
RE: MANUF SPECIFICATION
6" MECHANICAL PVC VENTRE: MECH.
6
"
10
A7.2
3 /8 "
3 /8 "
F R A MIN G P E R M A N U F S P E C I F I C A T IO N
5 ' - 8 1 /2 "
MINIMUM CLEARANCE PER
MANUF SPECIFICATION
10
A7.9
3A2A 4A
3
A7.2
A7.3
7
6'
-
5
1
/
2
"
STEEL FRAMING,
INSTALL PER
FIREPLACE MANUF.SPECIFICATION
2" SLAB FINISH MATERIAL
FIREPLACE
XTRODDINAIRE
XTREME 6020
6" DEEP BOULDER
HEARTH
T.O. STONE @ 8288' - 6"
T.O. STONE @ 8292' - 3"
3" STONE SLAB
CHIMNEY CAP
PAINTED TO MATCH WINDOWCOLOR 4X4 TUBE STEEL POST
WELDED TO 1/2"X6"X8" STEEL
PLATE AT TOP AND BOTTOMSET IN BED OF SEALANT
OVER FLASHING. FASTENED
WITH EXPANSION BOLTS INTOSTONE ABOVE & BELOW.
CHIMNEY, INSTALLED PER
MANUF. SPECIFICATION
3" STONE SLAB
CHIMNEY CAP
PROVIDE WOODBUILDING UP @ ALL
SIDES TO SUPPORT
STONE VENEER
STONE VENEER, TYP.
A7.3
4
A7.3
4
6" MECHANICAL PVC VENTROUTED THRU 2X8 WALL AND
DRILLED THRU CHIMNEY CAP
RE: MECH.
6' - 0"
3 1/2"5' - 9 7/16"5 1/2"4' - 4 3/8"
STEEL ANGLE TO SUPPOR
SLAB ABOVE; BOLTS TO
FRAMING ON EITHER SIDEOF FIREBOX RE: STRUCT.
LINE OF FRAMING
CRICKET; RE:
ROOF PLAN
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
AA BB
1'
-
1
3
/
4
"
WOOD PANELING
13 3/4" CMU BUILD UP SEE:
MASON-LITE MANUF.SPECIFICATON
USE METAL STUDS UP
TO 2" PAST FIREBOX,
PER MANUFACTURER
SMOKE CHAMBER
1" FIREBRICK
6' CUSTOM MASON-LITE
MASONRY FIREPLACE OVERCMU BLOCK BUILD-UP OVER
CONC AND STEEL
CONSTRUCTION . PROVIDE FLUSENTINEL
8" CONC. SLAB OVER STEEL
DECKING; RE: STRUCT
SOLID BOULDER
HEARTH SET OVERCONC. SLAB ON STEEL
CONSTRUCTION. SET
HEARTH APPROX. 1/4"-1/2" ABOVE FIREPLACE
FINISHED FIREBRICK
14" I.D. ICC RIS FLUE, INSTALL
PER MANUFACTURER'S
SPECIFICATION
WOOD HEADER
RE: STRUCTURE
PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER
RE: STRUCTURAL FOR
ATTACHMENT
STEEL BEAM
RE: STRUCTURE
STONE VENEER, TYP.
2X6 FRAMED WALL ABOVE
FIREPLACE OPENING RE:FIREPLACE SPEC
ALLOW MIN. 2" OF CLEARANCE
STEEL ANGLE TO
SUPPORT SLAB ABOVE
RE: STRUCT
COLORADO BUFFSTONE MANTEL
3/4" THICK STEEL MANTEL
3/8" THICK STEEL FIN
EXTERIOR
INTERIOR
INTERIOR
EXTERIOR
A7.3
4
SIM
WOOD HEADER
RE: STRUCTURE
B.
O
.
H
E
A
D
E
R
@
6
'
-
5
1
/
2
"
A
F
F
METAL STUDS, INSTALLPER MANUF SPECIFICTAION
INSTALL FIRESTOP ATFRAMING PENTRATION PER
MANUF SPECIFICATION
3" MIN. CLEARANCEBEFORE FIRESTOP
1" MIN. CLEARANCE AFTER
FIRESTOP
10" I.D. ICC RIS FLUE, INSTALL
PER MANUFACTURER'S
SPECIFICATION
2" SLAB FINISH MATERIAL
1' HIGH X 6" DEEP SOLID
BOULDER HEARTH
1'
-
0
"
6"
B.
O
.
H
E
A
D
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R
@
5
'
-
9
1
/
4
"
A
F
F
FIREPLACE XTRODDINAIRE
XTREME 6020
STEEL ANGLE TO SUPPORT
SLAB ABOVE, RE: STRUCT
STEEL ANGLE TO SUPPORTBOULDER HEARTH
RE: STRUCT.
10
A7.2
B.
O
.
H
E
A
D
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@
8
'
-
2
1
/
2
"
A
F
F
A7.2
6
HEARTH ROOM
109
MECH. CHASE
RECESS TV ABOVE FIREPLACE
METAL PANEL SLIDES ON TRACK
TO COVER AND SECURE TV
Q
Q
C L G
F A N
6' - 0 "
BOULDER HEARTH
CUSTOM MASON LITE FIREPLACE
A7.2
7
3
A7.2
5 1 /2 "
7 ' - 6 3 /8 "
3 1 /2 "3'
-
8
"
3
1
/
2
"
6
3
/
4
"
5
1
/
2
"
1'
-
9
5
/
8
"
5
1
/
2
"
3
'
-
6
7
/
8
"
14" I.D. ICC RIS FLUES, INSTALL
PER MANUF. SPECIFICATION
6" MECHANICAL
PVC VENTRE: MECH.
10
A7.2
10
A7.9
3A 5A4A
BOULDER HEARTH
6' - 0"
3/
4
"
2'
-
0
"
1'
-
6
"
CUSTOM MASON LITE FIREPLACE
3/4" THICK STEEL MANTEL
WOOD PANELING
3/8" THICK STEEL FIN
WOOD SHELVING
3
A7.2
5'
-
9
1
/
4
"
STEEL FRAMING
3 1/2"7' - 6 3/8"5 1/2"4' - 4 3/8"
LINE OF FRAMING
STONE VENEER, TYP.
BOULDER HEARTH
4"
8"
2'
-
0
"
1'
-
6
"
CUSTOM MASON LITE EXT. FIREPLACE
COLORADO BUFF MANTEL
TRACK FOR SLIDING COVER
METAL COVER PANEL W/PATINA SLIDES OVER TV
STEEL FRAMING
5'
-
9
1
/
4
"
3 1/2"7' - 7 5/8"5 1/2"
LINE OF FRAMING
6' - 0"
GENERAL NOTES:
1.) INSTALL GAS LOG SET AND BURNER PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A
COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY
PROPER INSTALLATION.
2.) INSTALL EXCEL MODEL RIS CHIMNEY PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A
COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY
PROPER INSTALLATION.
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
PLATE
8282' - 10 7/8"
16' AFF
8278' - 0"
3
A7.2
STONE VENEER, TYP.
13 3/4" CMU BUILD UP SEE:
MASON-LITE MANUF.
SPECIFICATION
1" FIREBRICK
6' CUSTOM MASON-LITEBACK TO BACK MASONRY
FIREPLACE OVER CMU
BLOCK BUILD-UP OVERCONC AND STEEL
CONSTRUCTION . PROVIDE
FLU SENTINEL
8" CONC. SLAB OVERSTEEL DECKING
RE: STRUCT
14" I.D. ICC RIS FLUE, INSTALL
PER MANUFACTURER'SSPECIFICATION
PROVIDE WOOD BUILD UPTO SUPPORT STONE VENEER
RE: STRUCTURAL FORATTACHMENT
STEEL BEAM
RE: STRUCTURE
STONE VENEER, TYP.
WRAP F.P. FLUE SURROUND IN5/8" "TYPE X" GWB
WOOD PANELING
ALLOW MIN. 2" OF CLEARANCE
INSTALL FIRESTOP AT
FRAMING PENTRATION PERMANUF SPECIFICATION
3" MIN. CLEARANCEBEFORE FIRESTOP; RE:
MANUF. SPECIFICATION
1" MIN. CLEARANCE AFTER
FIRESTOP; RE: MANUF.SPECIFICATION
10" I.D. ICC RIS FLUE, INSTALL PERMANUF SPECIFICATON
FIREPLACE XTRODDINAIRE
XTREME 6020
2" CLR 2" CLR
A7.3
4
SIM
A7.3
4
SIM
A7.3
7
T.O. PLY @ 8273' - 9 3/4"
T.O. CONC. @ 8261' - 9 3/4"
WOOD HEADER; RE: STRUCT
WRAP F.P. FLUE SURROUND IN5/8" "TYPE X" GWB
3" STONE SLAB
CHIMNEY CAP
PAINTED TO MATCH WINDOW
COLOR 4X4 TUBE STEELPOST WELDED TO 1/2"X6"X8"
STEEL PLATE AT TOP AND
BOTTOM SET IN BED OFSEALANT OVER FLASHING.
FASTENED WITH EXPANSION
BOLTS INTO STONE ABOVE &BELOW.
CHIMNEY, INSTALLED PER
MANUF. SPECIFICATION
3" STONE SLAB
CHIMNEY CAP
6" MECHANICAL PVC VENT
ROUTED THRU 2X8 WALL AND
DRILLED THRU CHIMNEY CAPRE: MECH.
CRICKET; RE:ROOF PLAN
T.O. STONE @ 8288' - 6"
T.O. STONE @ 8292' - 3"
B.
O
.
H
E
A
D
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@
3
'
-
6
"
A
F
F
Scale
Drawn by
Checked by
Issue Date
REVISION
As indicated
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/
1
0
/
2
0
1
3
2
:
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7
:
1
5
A
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A7.2
FIREPLACE
SHEET
AG
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10-09-13
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5
7
BUILDING PERMIT SET
1/2" = 1'-0"1 ERIC'S OFFICE FIRE PLACE FLOOR PLAN
1/2" = 1'-0"2 ERIC'S OFFICE FIREPLACE ELEVATION
1/2" = 1'-0"3
HEARTH ROOM/ERIC'S OFFICE NORTH
SOUTH FIREPLACE SECTION
4 ERIC'S FIREPLACE PERSPECTIVE
1/2" = 1'-0"5
HEARTH ROOM FIREPLACE FLOOR
PLAN
1/2" = 1'-0"6
HEARTH ROOM FIREPLACE INTERIOR
ELEVATION
1/2" = 1'-0"7
HEARTH ROOM FIREPLACE EXTERIOR
ELEVATION
8
HEARTH ROOM FIREPLACE
PERSPECTIVE9
HEARTH ROOM EXTERIOR FIREPLACE
PERSPECTIVE
1/2" = 1'-0"10
HEARTH ROOM/ERIC'S OFFICE EAST
WEST FIREPLACE SECTION
No.Revision Date
Revision
Description
3" STONE CHIMNEY CAP
PAINTED BLUE/BLACK 4X4 TUBE STEELPOST CANTED AT 1:12 WELDED TO 1/2" X
6" X 6" STEEL PLATE AT TOP AND BOTTOM
SET IN A BED OF SEALANT OVERFLASHING, FASTENED WITH EXPANSION
BOLTS INTO STONE ABOVE AND BELOW
TERMINATION CAP: MAINTAIN
CLEARANCES PRESCRIBED BYCODE ABOVE ADJACENT CHIMNEY
FLUES
STEEL ANGLE RE:
STRUCT
LAP W.P. MEMBRANEOVER FLASHING 8" MIN.
TYP. STONE WALL ASSEMBLY.
CHASE TOP COLLAR
STORM COLLAR SET IN SEALANT OVER FLASHING
PROVIDE ELECTRONIC FLUE
DAMPER AT INTERIOR FIREPLACECHIMNEY; PER MANUF
SPECIFICATION
2"2"
FILL 2X10 CAVITYWITH INSULATION
TYPE X 5/8" DRYWALL
CONT. TO B.O. STONE
2X10 JOISTS W/ TOPS CUT TO
SLOPE PLY WOOD ABOVE @ 1/8"PER 1'-0" MAINTAIN 2"
CLEARANCE TO COMBUSTIBLES
11' - 0"
3"
3'
-
6
"
3"
2"2"
LAP CONT. W.P.
MEMBRANE OVER T.OWALL & PLYWOOD
CONT. FLASHING PAN
UNDER STONE CONTINUESUP WALLS 8" MIN. W/
STORM COLLAR THAT
TURNS UP @ FLUE 5" MIN
3" STONE CHIMNEY CAPSET IN BED OF MORTAR
OVER FLASHING CAP
2" OVERHANG
1
12
1
12
9'
-
0
"
1' - 8 5/8"
3/8" STEEL PATINA PLATE
HSS3X3X1/4
TUBE STEELFRAMING
2'
-
3
"
2'
-
3
"
2'
-
3
"
2'
-
3
"
2
A7.3
3/8" STEEL PATINA PLATE
HSS3X3X1/4
TUBE STEEL
FRAMING
1'
-
8
1
/
4
"
1/
4
"
14" CMU BUILD UP SEE:
MASON-LITE MANUF.SPECIFICATION
6" CONC. SLAB
OVER STEEL
DECKING; RE:STRUCT
20 1/4" CUSTOM PATINIA STEEL HEARTH
OVER CONC. SLAB ON STEEL
CONSTRUCTION. SET HEARTH 1/4"ABOVE FIREPLACE FINISHED FIREBRICK
3/8" PATINA STEEL
PLATE ATTACHED TO
TUBE STEEL FRAMING;ATTACH BOTTOM OF
FRAME TO SLAB BELOW
WITH EXPANSION BOLTS
ATTACH BOTTOM
OF FRAM TO SLAB
BELOW WITHEXPANSION BOLTS
1' - 8 5/8"
1'
-
6
"
A
F
F
FLASHING EXTENDS OVER
ROOFING 6" MIN. AND OVER2X BUILD UP AND UP WALL
UNDER BUILDING 6" MIN.
ROOF SHEATHING RE: STRUCT.
RAFTERS RE: STRUCT.
BLKG. RE: STRUCT.
FILL CAVITY W/BLOWN-IN
INSULATION RE: SPEC
ROOFING
RE: SPEC
VYCOR ICE AND WATER SHIELD
- EXTENDS UP WALL 3' MIN.
RE: SPEC
6 1/8" INSULATION PANEL WITH
5/8" PLYWOOD SHEATHINGGLUED TO 5 1/2" CONTINUOUS
RIGID FOAM INSULATION PANEL
RE: SPEC
SL O P E RE:
R OOF PLAN /
SECTIO NS
GRID
LINE
FILL CAVITY W/
BLOWN-ININSULATION RE:
SPEC.
TYPICAL STONE VENEER
ASSEMBLY
DRAINAGE MEDIUM AND
AIR FILTRATION BARRIER
LAPS OVER FLASHING TOALLOW WALL TO DRAIN
EXTERIOR
CHIMNEY
INTERIOR
9 10
D
C
3
A7.1
4
A7.1
2"
1' - 0"4"1' - 0 5/8"1' - 5 1/2"4"1' - 2"
5
1
/
2
"
4
1
/
2
"
9'
-
7
1
/
2
"
CHIMNEY INSTALL PERMANUF RECOMMENDATION
MAINTAIN REQ'D
CLEARANCE PER MANUF.
1
1
/
2
"
/
1
2
"
6" STONE VENEER
(2) PIECES OF COLORADO BUFFFLAGSTONE CHIMNEY CAP
STANDING SEAMROOF CRICKET
PAINTED BLUE/BLACK 4X4 TUBE
STEEL POST CANTED AT 1:12WELDED TO 1/2" X 6" X 8" STEEL
PLATE AT TOP AND BOTTOM SET IN A
BED OF SEALANT OVER FLASHING,FASTENED WITH EXPANSION BOLTS
INTO STONE ABOVE AND BELOW
5' - 4 1/8"
3' - 11"
2X6 FRAMED WALL W/ 1/2"
SHEATHING EITHER SIDE
SLOPE 1/8" TO 12"SLOPE 1/8" TO 12"
3A
AA
BB
A7.2
6
A7.2
2
A7.2
7
3
A7.2
3' - 0 1 /4 "
4' - 8 1 /2 "
7 1 /4 "
2' - 1 0 1 1 /1 6 "
1 ' - 1 0 1 5/1 6 "
1 ' - 1 5 /1 6 "
1 ' - 1 0 3 /8 "
4 "
6
3
/
8
"
4
"
3'
-
6
5
/
1
6
"
4
"
6
1
/
1
6
"
1 1 /2 " / 1 2 "
14" ID ICC RIS CHIMNEY
INSTALL PER MANUF
RECOMMENDATION MAINTAINREQ'D CLEARANCE PER
MANUF.
4" STONE VENEER
(2) PIECES OF COLORADO BUFFFLAGSTONE CHIMNEY CAP
PAINTED BLUE/BLACK 4X4
TUBE STEEL POST WELDEDTO 1/2" X 6" X 8" STEEL
PLATE AT TOP AND BOTTOM
SET IN A BED OF SEALANTOVER FLASHING, FASTENED
WITH EXPANSION BOLTS
INTO STONE ABOVE ANDBELOW
S
L
O
P
E
1
/
8
"
T
O
1
2
"
10" ID ICC RIS CHIMNEY
INSTALL PER MANUF
RECOMMENDATION MAINTAINREQ'D CLEARANCE PER
MANUF.
1
'
-
6
9
/
1
6
"
1'
-
9
1
3
/
1
6
"
1
/
4
"
S
L
O
P
E
1
/
8
"
T
O
1
2
"
2X8 FRAMED WALL
CRICKET; RE:
ROOF PLAN
2 "
6" BOILER FLUES
10
A7.2
10
A7.93" STONE CHIMNEY CAP
PAINTED BLUE/BLACK 4X4 TUBE
STEEL POST WELDED TO 1/2" X6" X 8" STEEL PLATE AT TOP
AND BOTTOM SET IN A BED OF
SEALANT OVER FLASHING,FASTENED WITH EXPANSION
BOLTS INTO STONE ABOVE AND
BELOW
TERMINATION CAP: MAINTAIN
CLEARANCES PRESCRIBED BY
CODE ABOVE ADJACENTCHIMNEY FLUES
STEEL ANGLE
RE: STRUCT
LAP W.P. MEMBRANEOVER FLASHING 8" MIN.
TYP. STONE WALL ASSEMBLY.
CHASE TOP COLLAR
STORM COLLAR SET IN
SEALANT OVER FLASHING
PROVIDE ELECTRONIC FLUEDAMPER AT INTERIOR
FIREPLACE CHIMNEY; PERMANUF SPECIFICATION
2"2"
FILL 2X10
CAVITY WITHINSULATION
TYPE X 5/8" DRYWALL
CONT. TO B.O. STONE
2X10 JOISTS W/
TOPS CUT TOSLOPE PLY WOOD
ABOVE @ 1/8" PER
1'-0" MAINTAIN 2"CLEARANCE TO
COMBUSTIBLES
9' - 10 3/8"
3"
3'
-
6
"
3"
2"2"
LAP CONT. W.P.
MEMBRANE OVER T.O
WALL & PLYWOOD
CONT. FLASHING PAN
UNDER STONE CONTINUESUP WALLS 8" MIN. W/
STORM COLLAR THATTURNS UP @ FLUE 5" MIN
3" STONE CHIMNEY CAP
SET IN BED OF MORTAROVER FLASHING CAP
2"
2"
6" MECHANICAL PVC VENT BOILDERFLUES ROUTED THRU 2X8 WALL AND
DRILLED THRU CHIMNEY CAP
GENERAL NOTES:
1.) INSTALL GAS LOG SET AND BURNER PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A
COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY
PROPER INSTALLATION.
2.) INSTALL EXCEL MODEL RIS CHIMNEY PER MANUFACTURERS SPECIFICATION. CONTRACTOR TO HAVE A
COPY OF THE SPECIFICATIONS AND INSTALLATION REQUIREMENTS ON SITE SO INSPECTOR CAN VERIFY
PROPER INSTALLATION.
Scale
Drawn by
Checked by
Issue Date
REVISION
As indicated
10
/
1
0
/
2
0
1
3
2
:
1
1
:
0
3
A
M
A7.3
FIREPLACE
SHEET
Author
Checker
RE
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10-09-13
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7
BUILDING PERMIT SET
1 1/2" = 1'-0"1 CHIMNEY CAP DETAIL
1 1/2" = 1'-0"3 PATINA STEEL HEARTH PLAN DETAIL
1 1/2" = 1'-0"2 PATINA STEEL HEARTH SECTION DETAIL
1 1/2" = 1'-0"4
ROOF TO WALL CONNECTION @ STONE
VENEER
1" = 1'-0"5 LIVING ROOM FIREPLACE ROOF PLAN
1" = 1'-0"6
HEARTH ROOM/ERIC'S OFFICE
FIREPLACE ROOF PLAN
1 1/2" = 1'-0"7
HEARTH ROOM/ERIC'S OFFICE CHIMNEY
CAP DETAIL
No.Revision Date
Revision
Description
ELEVATOR MECH.
004
LINE OF FLOOR ABOVE
3'
-
6
1
/
4
"
C
L
R
.
T.O. FINISH @ 8250' - 0"
HYDRAULIC POWER UNIT
2' - 6"
1'
-
1
"
REF DRAWER
1
A7.5
3
A7.6
5
A7.4
1
A7.7
2
A7.5
3
A7.7
2
A7.7
1
A7.6
2
A7.6
8 T R E A D S @ 1 0 1 /2 "
9 R I S E R S @ 7 3 /1 6 "
U P
4' -
0
"
7' - 0 "
3 ' - 0 1 /4 "
2'
-
8
1
/
1
6
"
4'
-
3
"
2"
CONT. GRIPABLE HANDRAIL MOUNTED TO
GLASS RAILING @ 3'-1" ABOVE STAIR NOSING.
TURN HANDRAIL TO TERMINATE INTO GLASS
4'
-
1
1
"
4
'
-
0
"
1 ' - 1 1 "
1
1
"
3' - 11 1/8"
4'
-
0
"
3'
-
1
1
"
3'
-
9
"
3' -
1
1
3
/
4
"
10
'
-
4
1
/
2
"
Q
Q
Q
C
Q
ART
1
A7.5
3
A7.6
5
A7.4
1
A7.7
2
A7.5
3
A7.7
2
A7.7
3"
1
A7.6
2
A7.6
6
A7.43
A7.5
9 TREADS @ 10 1/2"
10 RISERS @ 7 3/16"
9 T R E A D S @ 1 0 1 /2 "
1 0 R I S E R S @ 7 3 /1 6 "
DN
U P
8261' - 4 13/16"8255' - 4 13/16"
7 3/16"
10X5 HSS TUBE STEEL STRINGER RE: STRUCT.
CONT. GRIPABLE HANDRAIL MOUNTED TOGLASS RAILING @ 3'-1" ABOVE STAIR NOSING
4' - 2 1/8"7' - 10 1/2"4' - 5 7/8"
3 " F R A MI N G
4' - 2 1/2" FRAMING
4'
-
6
"
1'
-
4
9
/
1
6
"
F
R
A
M
I
N
G
1
'
-
9
1
/
8
"
F
R
A
M
I
N
G
4'
-
0
"
F
R
A
M
I
N
G
3'
-
1
0
"
2' - 7 3 /1 6 "
8' - 1 3 /8 " F R A M I N G
3' -
6
"
5
"
3'
-
4
"
5"
3"
3" FRAMING BUILD UP @ STAIR
4
A7.5
Sim
5
A7.5
Sim
A5.3
OPEN TO BELOW
OPEN TO BELOW
2" / 12"
THIN STONE VENEER
2"
/
1
2
"
Q
ART
T.O. FINISH @ 8274' - 0"
1
A7.5
3
A7.6
5
A7.4
1
A7.7
2
A7.5
3A7.7 2A7.7
1
A7.6
2
A7.6
9 TREADS @ 10 1/2"
10 RISERS @ 7 3/16"
9 T R E A D S @ 1 0 1 /2 "
1 0 R I S E R S @ 7 3 /1 6 "
DN
D N
T.O. LANDING 8274' - 0"
10X5 HSS TUBE STEEL STRINGER RE: STRUCT.
3'
-
4
"
5"
6
1
/
2
"
1
"
5
"
3' -
4
"
3'
-
1
0
"
4'
-
3
1
/
2
"
3"
2"2' - 9 5/8"
6 7/8"
2"
2' - 9 1 5 /1 6 "
7' - 1 0 1 /2 "
2"4' - 0 1/8"7' - 10 1/2"3' - 11 1/4"6 5/8"
3'
-
1
0
"
CONT. GRIPABLE HANDRAIL MOUNTED TOGLASS RAILING @ 3'-1" ABOVE STAIR NOSING
EXTEND STAIR TREADS INTO
WINDOW TO HAVE LESS THAN 4"CLEARANCE
G L A S S P A N E L 5 ' - 4 3 /1 6 "
G L A S S P A N E L 5' - 3 9 /1 6 "
G
L
A
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5
'
-
4
1
1
/1
6
"
GL
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1'
-
7
3
/
4
"
GLASS PANEL 3' - 10 1/2"GLASS PANEL 3' - 8 1/4"
3' - 1 0 5 /8 "
4 ' - 0 1 1 /1 6 "
GL
A
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3
'
-
1
0
3
/
1
6
"
GL
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L
3
'
-
1
0
3
/
1
6
"
GLASS PANEL 3' - 10 7/16"GLASS PANEL 3' - 10 7/16"
5
A7.10
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
3
A7.6
2
A7.6
2"
1/2" GLASS PANEL
GWB WRAPS CORNER 2"
AND TRANSITIONS TO 3/4"
WOOD RISER
LIVERS BRONZE CO. BUTTON
ATTCHED TO STEEL END CAP
STEEL CAP 1 1/2" END CAP
3
1
/
2
"
1/
2
"
3"
LVL STAIR STRINGER
2"
1/2" STEEL PLATE END CAP
3/4" WOOD RISER
ENGINEERED WOOD TREADS W/ WOOD
WRAP TO MATCH WOOD FLOORING
CONT. GRIPABLE HANDRAIL
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
F
4' - 6" FRAMING
3'
-
1
"
3'
-
1
"
6"
1/2"
1 1/2"3' - 7 1/2"3 1/2"
AL
I
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N
7
3
/
1
6
"
4"
1'
-
0
3
/
8
"
3
1
/
2
"
LIVERS BRONZE CO. GLASS
BUTTON RAIL SYSTEM
CUSTOM CONTINUOUS
GRIPABLE HANDRAIL W/ WOOD
TOP OVER 2" X 1/2" STEEL STRAP
2"2"
WOOD FLOORING RE: INTERIOR
DOCUMENTS
3/4" X 3/4" REVEAL
3/4" WOOD TRIM RISER
ELEVATOR MECH.
004
ENGINEERED WOOD TREAD TO
MATCH WOOD FLOORING PERINTERIOR DOCUMENTS
LIVER BORNZE COMPANY
BUTTON RAIL ATTACHMENT
1 1/2" GYPCRETE TOPPING W/
IN-FLOOR RADIANT HEATING
LIVERS BRONZE HANDRAIL
SUPPORT
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
FRY-REGLET 5/8" Z-MOLDING REVEAL
MODEL# DRMZ-625-625
3'
-
6
"
3'
-
1
"
11
1
/
2
"
4'
-
5
1
/
2
"
A7.4
4
LIVERS BRONZE CO. BUTTON RAIL
A7.4
8
2"
3/
4
"
1/
2
"
1/
8
"
3/
8
"
1/
4
"
1
1
/
4
"
1/8"
WOOD TOP RAIL @ 3'-1"
AFF ATTACHED TO STEELSTRAP FROM BELOW W/
FLUSH SET SCREWS
STEEL STRAP
HANDRAIL ATTACHMENT
PROVIDED BY LIVERS
BRONZE CO.
1/2" GLASS PANEL
5"
5
1
/
2
"
1/4"
1"
1"
1/
4
"
4
1
/
4
"
CUSTOM STEEL ANGLE W/ BLACK GUNMETAL PATINA CONTINUOUS @ STAIR
OPENING ATTACHED W/ FLUSH HEADSCREWS INTO FLOOR STRUCT.
WOOD CEILING RE: SPEC
1/4" PLYWOOD
Scale
Drawn by
Checked by
Issue Date
REVISION
As indicated
10
/
1
0
/
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0
1
3
2
:
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1
:
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BKW
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10-09-13
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1
6
5
7
BUILDING PERMIT SET
1/2" = 1'-0"1 MAIN STAIR LOWER LEVEL PLAN
1/2" = 1'-0"2 MAIN STAIR MAIN LEVEL FLOOR PLAN
1/2" = 1'-0"3 MAIN STAIR UPPER LEVEL FLOOR PLAN
1" = 1'-0"5 Section 19
1" = 1'-0"6 MAIN LEVEL STAIR LANDING
1" = 1'-0"7 TYP. GLASS HANDRAIL DETAIL
6" = 1'-0"4 GRIPABLE HANDRAIL
3" = 1'-0"8
WOOD CEILING DETAIL ADJACENT TO
VERTICAL GWB FINISH
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
453
A7.7
2
A7.7
6
A7.4
A7.5
5
3' - 11 1/4"6 5/8"
T.O. LANDING @ 8261' - 4 13/16"
T.O. LANDING @ 8255' - 4 13/16"
T.O. LANDING @ 8268' - 0"
T.O. LANDING @ 8274' - 0"
EXTENDS TREADS AND LANDING INTO
WINDOW TO BE LESS THAN 4" CLR
A7.5
5 Sim
4' - 1 1/8"2"
7 3/4"1' - 4 13/16"1' - 4 13/16"7 3/4"
7 3/4"1' - 3 7/8"1' - 3 7/8"7 3/4"
3 3/4"7 3/4"
7
3
/
1
6
"
4"
2
1
/
2
"
2
1
/
2
"
T.
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-
4
1
3
/
1
6
"
AF
F
T.
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7
3
/
1
6
"
AF
F
T.
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@
6'
-
0
"
AF
F
PROVIDE SOLID BLOCKING TO
SUPPORT TUBE STEELSTRINGER
PROVIDE SOLID BLOCKING TOSUPPORT TUBE STEEL STRINGER
ENGINEERED WOOD TREADS W/ WOOD
WRAP TO MATCH WOOD FLOORING
10X5 HSS TUBE STEEL STRINGER
RE: STRUCT
CANTILEVERED STEEL T-
SUPPORT RE: STRUCT
4' - 4 1/8"7' - 11 5/8"4' - 2 3/4"2"
5'
-
2
1
/
1
6
"
11
'
-
2
1
/
1
6
"
7
3
/
1
6
"
10 1/2"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
4 53
A7.7
2
A7.7
6
A7.4
3' - 8 1/4"
3' - 10 1/2"
11
1
/
4
"
11
1
/
4
"
7 3/4"
1' - 3 7/8"1' - 3 7/8"7 3/4"
7 3/4"7 3/4"1' - 4 13/16"1' - 4 13/16"
3' - 11 1/4"6 5/8"
4' - 1 1/8"2"
4' - 2 3/4"7' - 11 5/8"4' - 4 1/8"
T.O. LANDING 8255' - 4 13/16"
T.O. LANDING 8261' - 4 13/16"
T.O. LANDING 8274' - 0"
T.O. LANDING 8268' - 0"
12' - 0 5/8"
4' - 2 1/8"7' - 10 1/2"4' - 5 7/8"
CANTILEVERED STEEL T-
SUPPORT RE: STRUCT
LINE OF GLASS PANEL BEYOND
10 1/2"
7
3
/
1
6
"
10 1/2"
7
3
/
1
6
"
T.
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1
1
'
-
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1
/
1
6
"
A
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5
'
-
2
1
/
1
6
"
A
B
O
V
E
C
O
N
C
.
ENGINEERED WOOD LANDING W/ WOOD
WRAP ALL SIDES TO MATCH WOOD
FLOORING
ENGINEERED WOOD STAIRTREAD W/ WOOD WRAP TO
MATCH WOOD FLOORING
ENGINEERED WOOD TREADWRAPED ON ALL SIDES.
TREAD TREAD TO APPEAR
FULL DEPTH SOLID WOOD @STAIR INTERIOR
GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD
RISER TO MATCH WOOD
FLOORING
2"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
3
A7.6
2
A7.6
2 1/2"1 1/2"3' - 8"1/2"2"
3' - 10"
4"
2"
6"2' - 8 1/2"3 1/2"2"
LIVERS BRONZE BUTTON RAIL W/ CUSTOM
PATINA FINISH ATTACHED TO STAIR TREADSTEEL CAP
1/2" TEMPERED GLASS GUARDRAIL
HSS10X5 TUBE STEEL STAIR
STRINGER RE: STRUCT.
CANTILEVERED CUSTOM STEEL T TREAD
SUPPORT WELDED TO HSS10X5 TUBESTEEL STAIR STRINGER RE: STRUCT.
STAIR TREAD 1 1/2" STEEL CAP W/
CUSTOM PATINA FINISH RE: SPEC
CANTILEVERED CUSTOM STEEL T TREADSUPPORT WELDED TO HSS10X5 TUBE
STEEL STAIR STRINGER RE: STRUCT.
10.5°
CONTINUOUS
GRIPABLE HANDRAILW/ WOOD TOP OVER
STEEL STRAP
STAIR TREAD 1/2" STEEL
PLATE W/ CUSTOM PATINA
4" ENGINEERED TREAD ASSEMBLY
ATTACHED FROM BELOW W/ HIDDEN SCREWCONNECTION W/ 1/2" WOOD TRIM TO MATCH
WOOD FLOOR ON 4 SIDES
FINISHED FLOO RE: INTERIOR DOCUMENTS
FRY-REGLET 5/8" Z-MOLDING REVEAL
MODEL# DRMZ-625-625
4
A7.5
Sim
6
A7.5
Sim
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
3
A7.5
10 1/2"
11 1/2"
3"
1/2"
7"1"7
3
/
1
6
"
TAPERED EDGE OF STEEL TTREAD SUPPORT BEYOND.
4" ENGINEERED TREAD ASSEMBLY
ATTACHED FROM BELOW W/ HIDDEN
SCREW CONNECTION W/ 1/2" WOOD TRIMTO MATCH WOOD FLOOR ON 4 SIDES
HSS10X5 TUBE STEEL STAIRSTRINGER BEYOND
MITER LOCK STAIR TREAD TOP CORNERS
T.
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'
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1
"
O
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3
'
-
6
"
1 0 7/8 "
3'
-
1
"
3"
2"
6"
2"
FRY-REGLET 5/8" Z-MOLDING REVEALMODEL# DRMZ-625-625
11"WIDTH X 10"HEIGHT X 1/2"THICK STEEL
BASE PLATE LAG BOLTED INTO FLOOR
FRAMING
LI
N
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O
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T
A
I
R
1/2" TEMPERED GLASS PANEL
HANDRAIL SUPPORT PROVIDEDBY LIVERS BRONZE CO.
CONTINUOUS GRIPABLE WOOD
TOP RAIL OVER CONTINUOUS1/2" STEEL STRAP
4
2"
3/
4
"
10
"
SOLID BLOCKING TO
SUPPORT TUBE STEEL STAIR
STRINGER RE: STRUCT.
PROVIDE BLOCKING ASREQUIRED TO ATTACH GWB
HSS10X5 TUBESTEEL STAIR
STRINGER RE: STRUCT
CANTILEVERED T-STEEL LANDING /TREAD SUPPORT RE: STRUCT.
4" ENGINEERED LANDING / TREAD
ASSEMBLY ATTACHED FROM BELOW W/HIDDEN SCREW CONNECTION W/ WOOD
VENEER TO MATCH FLOOR ON ALL SIDES1
1
/
2
"
2
1
/
2
"
*SIM NOTE INDICATES PROVIDE ADDITIONALSEPARATION BETWEEN STAIR TREAD AND WALL
REQUIRED FOR INTERIOR STONE VENEER
7 3/4"
10 1/2"
11 1/2"
3"
1/2"
7"1"7
3
/
1
6
"
TAPERED EDGE OF STEEL T
TREAD SUPPORT BEYOND.
ALIGN
4" ENGINEERED TREAD
ASSEMBLY ATTACHED FROMBELOW W/ HIDDEN SCREW
CONNECTION W/ 1/2" WOOD TRIM
TO MATCH WOOD FLOOR ON 4SIDES
HSS10X5 TUBE STEEL STAIRSTRINGER BEYOND
MITER LOCK STAIR TREAD
TOP CORNERS
ALIGN STEEL TREAD
SUPPORT AND B.O. STAIRTREAD
4"
Scale
Drawn by
Checked by
Issue Date
REVISION
As indicated
10
/
1
0
/
2
0
1
3
2
:
1
1
:
3
9
A
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A7.5
STAIR
SHEET
AG/ BKW
HB
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10-09-13
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BUILDING PERMIT SET
1/2" = 1'-0"1 MAIN STAIR SECTION 1 LOOKING SOUTH
1/2" = 1'-0"2 MAIN STAIR SECTION 2 LOOKING NORTH
1" = 1'-0"3 TREAD AND STRINGER DETAIL
1" = 1'-0"4 STAIR TREAD DETAIL 1
1" = 1'-0"5
TUBESTEEL STRINGER TO WALL
CONNECTION
1 1/2" = 1'-0"6 STAIR TREAD DETAIL 2
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
453
A7.7
2
A7.7
T.O. LANDING @ 8268' - 0"
T.O. LANDING @ 8255' - 4 13/16"
T.O. LANDING @ 8261' - 4 13/16"6
A7.4
4 3/4"7 3/4"
2"2"
3'
-
6
"
5 5 .6 °
3' - 8 1/4"
3' - 10 1/2"3' - 8 7/16"
3' - 8 1/4"
3' - 10 1/2"
3' - 8 7/16"
2"
ENGINEERED WOOD TREAD
WRAPED ON ALL SIDES.
TREAD TREAD TO APPEAR
FULL DEPTH SOLID WOOD @STAIR INTERIOR
GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD
RISER TO MATCH WOOD
FLOORING
1"
4' - 3 1/2"
4' - 2 1/2"
ENGINEERED WOOD TREADS W/ WOOD
WRAP TO MATCH WOOD FLOORING
10X5 HSS TUBE STEEL STRINGERRE: STRUCT
CANTILEVERED STEEL T-SUPPORT RE: STRUCT
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
5A4A
5
A7.4
3
A7.5
3"
A7.4
7
3' - 9"
3' - 10 5/8"
4' - 0 11/16"
4'
-
5
1
/
2
"
3'
-
6
"
11
1
/
2
"
4'
-
5
1
/
2
"
2"
3'
-
6
"
11
1
/
2
"
5 1/16"
4'
-
3
1
/
8
"
2 3/4"8 3/4"
7
3
/
1
6
"
5 5 .6 °
3" FRAMING BUILD UP @ THE STAIRS
2' - 10 15/16"
4' - 2 1/2"
3'
-
1
0
1
/
2
"
10 3/4"
3' - 8 7/16"
5' - 3 9/16"5' - 4 3/16"
3"
3
1
/
8
"
5
7
/
8
"
2
1
/
2
"
2"
2"
2"
5 3/8"7 1/2"
TURN GRIPABLE HANDRAIL BACKTO GLASS
CONT. GRIPABLE HANDRAILMOUNTED TO GLASS RAILING
@ 3'-1" ABOVE STAIR NOSING
T.
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6
'
-
0
"
A
F
F
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5
'
-
4
1
3
/
1
6
"
A
F
F
GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD
RISER
10X5 HSS TUBE STEEL STRINGER
RE: STRUCT
CANTILEVERED STEEL T-
SUPPORT RE: STRUCT
ENGINEERED WOOD TREADWRAPED ON ALL SIDES.
TREAD TREAD TO APPEAR
FULL DEPTH SOLID WOOD @
STAIR INTERIOR
GWB WRAPS CORNER 2" AND
TRANSITIONS TO 3/4" WOODRISER TO MATCH WOOD
FLOORING
STEEL BUTTON ATTACHED TOSOLID STEEL CAP
STEEL BUTTON ATTACHED STEEL
CAP
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
5A 4A
5
A7.4
3'
-
1
"
3
A7.5
3'
-
1
"
3'
-
1
"
3'
-
6
"
4
1/
8
"
3'
-
4
"
10X5 HSS TUBE STEEL STRINGERRE: STRUCT
CANTILEVERED STEEL T-SUPPORT RE: STRUCT
1
/2"
3"
LINE OF FRAMING BEYOND STAIRS. 3"FRAMING BUILD OUT @ STAIRS
ENGINEERED WOOD TREADS W/ WOODWRAP TO MATCH WOOD FLOORING
A7.5
4 Sim
3
5
/
1
6
"
TURN HANDRAIL BACK TO GLASS
10 1/2"
7
3
/
1
6
"
1" NOSING
ENGINEERED WOOD TREADS W/ WOOD
WRAP TO MATCH WOOD FLOORING
Scale
Drawn by
Checked by
Issue Date
REVISION
1/2" = 1'-0"
10
/
1
0
/
2
0
1
3
2
:
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A7.6
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AG / BKW
HB
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10-09-13
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5
7
BUILDING PERMIT SET
1/2" = 1'-0"1 MAIN STAIR SECTION 3 LOOKING SOUTH
1/2" = 1'-0"2
MAIN STAIR SECTION 4 LOOKING
NORTHWEST
1/2" = 1'-0"3
MAIN STAIR SECTION 5 LOOKING
SOUTHEAST
No.Revision Date
Revision
Description
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
5A 4A
5
A7.4
4"
3
3
/
1
6
"
3
A7.5
2' - 2"
3' - 9
1/
8
"
2' - 11 3/4"
2' - 11 1/16"
4'
-
6
1
1
/
1
6
"
3'
-
7
3
/
1
6
"
11
1
/
2
"
2"STEEL BUTTONSATTACHED TO TREAD
STEEL END CAP
ENGINEERED WOOD TREAD
WRAPED ON ALL SIDES.
TREAD TREAD TO APPEARFULL DEPTH SOLID WOOD @
STAIR INTERIOR
GWB WRAPS CORNER 2" ANDTRANSITIONS TO 3/4" WOOD
RISER TO MATCH WOOD
FLOORING
3'
-
1
"
CONT. GRIPABLE HANDRAIL MOUNTED TO
GLASS RAILING @ 3'-1" ABOVE STAIR NOSING.TURN HANDRAIL TO TERMINATE INTO GLASS
4' - 0 11/16"
3' - 11 15/16"
6'
-
9
1
/
8
"
3'
-
1
1
3
/
4
"
124.4°
55.6°
124.4°
55.6°
3' - 11 7/16"
5' - 3 9/16"
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
DEFG
1
A7.5
2
A7.5
1
A7.6
A7.4
6
2"3' - 10"
ALIGN LANDING AND FINISH FLOORING
7
3
/
1
6
"
4' - 6"
3' - 11"7"
3"5"3' - 4"
10X5 HSS TUBE STEEL STRINGERRE: STRUCT
CANTILEVERED STEEL T-
SUPPORT RE: STRUCT
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
8262' - 0"
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
8274' - 0"
LOWER LEVEL
FINISHED FLOOR
8250' - 0"
D E F1
A5.2
1
A7.5
2
A7.5
1
A7.6
EXTEND STAIR TREADS INTO
WINDOW TO HAVE LESS
THAN 4" CLEARANCE
HSS 10X5 TUBESTEEL
STRINGER RE: STRUCT
CANTILEVERED STEEL T-
SUPPORT RE: STRUCT
LIVERS BRONZE CO.
BUTTON RAIL SYSTEMATTACHED TO 1 1/2" STEEL
TREAD CAP
CONT. GRIPABLE HANDRAIL
MOUNTED TO GLASSRAILING @ 3'-1" ABOVE
STAIR NOSING
1/2" STEEL CAP PLATE ATTACHEDTO END OF ENGINEERED WOOD
TREAD W/ FLUSH HEAD SCREWS
ENGINEER WOOD LANDING W/WOOD WRAP TO MATCH FLOOR
ALL SIDES
ENGINEER WOOD LANDING W/
WOOD WRAP TO MATCH FLOORALL SIDES
CONT. GRIPABLE HANDRAIL
MOUNTED TO GLASS RAILING @
3'-1" ABOVE STAIR NOSING
11
1
/
2
"
2
1
/
2
"
5
7
/
8
"
3
1
/
8
"
5
A7.10
Scale
Drawn by
Checked by
Issue Date
REVISION
1/2" = 1'-0"
10
/
1
0
/
2
0
1
3
2
:
1
2
:
0
7
A
M
A7.7
STAIR
SHEET
AG / BKW
HB
RE
S
N
I
C
K
R
E
S
I
D
E
N
C
E
10-09-13
Va
i
l
V
i
l
l
a
g
e
S
u
b
d
i
v
i
s
i
o
n
,
F
i
l
i
n
g
N
o
.
7
,
B
l
o
c
k
5
,
L
o
t
2
10
2
7
P
t
a
r
m
i
g
a
n
R
o
a
d
,
V
a
i
l
,
C
O
8
1
6
5
7
BUILDING PERMIT SET
1/2" = 1'-0"1
MAIN STAIR SECTION 6 LOOKING
SOUTHEAST
1/2" = 1'-0"2 MAIN STAIR SECTION 7 LOOKING WEST
1/2" = 1'-0"3 MAIN STAIR SECTION 8 LOOKING EAST
No.Revision Date
Revision
Description
Scale
Drawn by
Checked by
Issue Date
REVISION
10
/
1
0
/
2
0
1
3
2
:
1
2
:
5
4
A
M
A7.8
STAIR
SHEET
AG / BKW
HB
RE
S
N
I
C
K
R
E
S
I
D
E
N
C
E
10-09-13
Va
i
l
V
i
l
l
a
g
e
S
u
b
d
i
v
i
s
i
o
n
,
F
i
l
i
n
g
N
o
.
7
,
B
l
o
c
k
5
,
L
o
t
2
10
2
7
P
t
a
r
m
i
g
a
n
R
o
a
d
,
V
a
i
l
,
C
O
8
1
6
5
7
BUILDING PERMIT SET
1 LOWER STAIR VIEW 2
2 main stair view
3 LOWER STAIR VIEW 3
4 main stair view 2
5 MAIN STAIR FROM LOWER LANDING
6 MAIN STAIR FROM UPPER FLOOR
No.Revision Date
Revision
Description