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12'- 5"
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BUILDING PERMIT SET
; i
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1, FOR ROUTING
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PLUMBING
Scale 114" = I,-0"
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2I)
V)
BUILDING PERMIT SET
0
Issue Date 1-27-12
ed
Drawn by BKW
Checked by H B
Scale 114" = I,-0"
M
I
E6-southwest
6
2 3
A5.1
A
A5.1 5.2
5'- 7 5/8" 21' - 2 1/2" 13'- 1 1 1 112" 14'- 6 3/4"
10
E7-south
I
GENERAL NOTES:
1) EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING
AND LIGHTING SCHEDULE
2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE
INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH
SCHEDULE.
3) ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS AT
SYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE
AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS
4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O.
5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH,
6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO
BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR.
7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE
PAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESS
STEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS.
8) ALL MECHANICAL VENT TO BE COPPER U.N.O.
9 10 11 12 13 14
2 1 2
5.3 A5.3 .4 A5.4 A5.5
2 1
134'- 7/8" 1 5.1
14'- 5 3/4" 18'- 3 1/8" T- 1 1/4"
12'- 10 1/2"
MATERIALS
1. STANDING SEAM ROOF RE: SPEC
2. SYNTHETIC SHAKE ROOF RE: SPEC
3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL I/A6.1
4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1
5. TYPICAL 6XI0 WOOD RAFTERS. RE: STRUCT
6. I0X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1
7. 6X8 WOOD RAFTERS. RE: STRUCT
8. TYPICAL 2X8 FASCIA
9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1
10. COPPER PANEL SIDING W/ LITE PATINA
11. STONE VENEER
12. RECLAIMED WOOD SIDING W/ SHIPLAP JOINT BETWEEN BOARDS
13. 3X3 WOOD WINDOW TRIM
14. 1 OX1 0 WOOD COLUMN W/ STEEL BOTTOM AND TOP CAP. RE: STRUCT
15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT - SEE DETAIL
6/A8.1
16. STEEL BEAM. RE: STRUCT
17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/ COPPER FLASHING CAP. RE:
STRUCT
18. TYPICAL 6X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND
STEEL BEAM. RE: STRUCT.
19. DOUBLE C-CHANNEL STRUT. SEE DETAIL 8/A6.5
20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE
SHEET A6.2
21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER
22. COPPER PANEL SIDING W/ DARK PATINA
23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO
DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND
PROVIDE POWER FOR HEAT TAPE.
24. STEP LIGHT PER LIGHTING DESIGN
25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL
@ ALL DOWNSPOUT LOCATIONS
26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW
COLOR
27. 4" THICK STONE CHIMNEY CAP
� I
13' -4"
17
4
5.5
US Mail Only: P. 0. Box 2378
Physical I Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632=2378
(970) 926 4301, Fax, 926 4364
hansp.ber,qlundarchitects.com
www. berglundarchitects.com
TF,
•
REVISION
Revision
Revision Date Description
11/08/12 REVISION #9
•
ADDENDUM 1 11-28-11
ADDENDUM 4 1-25-12
BUILDING PERMIT SET
Issue Date 1-27-12
Drawn by BKW
Checked by HB
Scale 1/411 = 11-01,
A
01 2' 4' 8' 16' 1 A4.1
2 E$- southeast
0' 2' 4' $i
1
6
1
5.7
14'- 6 3/8"
(
2'- 0"
16'
- 7 118"
Q N M L K J I
2 1 1
A5.7 A5.8 65' - 0 5/8"
20'- 10 1/2"
I ( I I I I 1
4'- 4 1/4" 4'- 0 3/8" 3'- 0" 4'- 10 112" 1' - 6 1/8" T- 13/8" ( 4'- 6"
2' -6"
2' -6"
I IUI
4 "BATHRQOM
E2- northeast
2
H G 5.1 F E
1
A .6 A5.1
17'- 3'" 1
12'-9" 5.1
MATERIALS
1. STANDING SEAM ROOF RE: SPEC
2. SYNTHETIC SHAKE ROOF RE: SPEC
3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1
4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1
5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT
6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1
7. 6X8 WOOD RAFTERS. RE: STRUCT
8. TYPICAL 2X8 FASCIA
9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1
10. COPPER PANEL SIDING W/ LITE PATINA
11. STONE VENEER
12. RECLAIMED WOOD SIDING W/ SHIPLAP JOINT BETWEEN BOARDS
13. 3X3 WOOD WINDOW TRIM
14. 10X10 WOOD COLUMN W/ STEEL BOTTOM AND TOP CAP. RE: STRUCT
15. TYPICAL STEEL C- CHANNEL WINDOW HEADER. RE: STRUCT - SEE DETAIL
6/A8.1
16. STEEL BEAM. RE: STRUCT
17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/ COPPER FLASHING CAP. RE:
STRUCT
18. TYPICAL 6X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND
STEEL BEAM. RE: STRUCT.
19. DOUBLE C- CHANNEL STRUT. SEE DETAIL 8/A6.5
20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE
SHEET A6.2
21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER
22. COPPER PANEL SIDING W/ DARK PATINA
23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO
DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND
PROVIDE POWER FOR HEAT TAPE.
24, STEP LIGHT PER LIGHTING DESIGN
25. J -BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL
@ ALL DOWNSPOUT LOCATIONS
26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW
COLOR
27. 4" THICK STONE CHIMNEY CAP
s � �
UPPER
FLOOR PLAN
- i - r = 1i i I I 21
12 cn cc j I
1s
10
z
.:_- .- .- .:_...' ,. 117 117 j3-- it
._. •r. ,,....._ A81
DIRECT VENT FIREPLACE VENT 11 r MIN. CLEARANCE UNDER UNVENTED `: : - " 3. ., COPPER = ,, ,R f �... : ...._ Sf it --' _. `i SOFFIT PER MANUFACTURE SPEC. VIF % ": ":�}; 117 PANE (DING ' '! t =:: ii r: r - ., ____ A$.1 ._•: .eS � % ,_li ' °_ _. •' r. Ef
,
:: -:
FLOATING ART WALL _.. _ -r . ,�
r `1,.,.... - -_J :,,-.. ..,.. t :✓" ,lr.•_. : . i ., _ --- -- -- .- _ 1�\ r,.Jl� .. ?y `�, fi
t� MAIN LEVEL
' ,Z \.. ...1t :i'. `_ �:L.... '. i... ✓i' -t -l3
r
s a
...�- ,..._e. y
CONTINUOUS VERTICAL LVL STUDS . • ..,.,._._ � i , ..
FLOOR FLAN
, f •+,a : M wE,. .._..._,. : .a__. _. -.. :_._._. .. ._-- •_........t. ,. ,�. mc-, �1,
RE. STRUCT
:r ,f Ir" '.� ., tr if I �. ...�, ;• �t t .. ,r' j; .. ;t _, as,,.y�, '1 ;, 'y. : .r
ii ij
,. _..___- CO _ tD ...__ .. .._. :. ....a- ;.....;: 3' ii 3'Jt._,.^z. ?`2',:;,: '::�£��,: FINISHED t -- .,.._..... •�..� -+, 117 117 117 .. .. � _. �_ _, r ; ..::�. , ' Ir it ,�
1SH d FLOOR
__ , : „ - _. i - r`'i ifs & <`:.> xf:
..~mot
,
41 2 42 41 i -���` '
. ........
�. r •^+.:E° ., .. :r ri ',r -� .: � :r r � .- ,.._:�''�.. i I I %'� . ,.. 34 0
r'
•
�i
`E
.r
.... t t
t+ f
t, n 1.,,.....Ja ._ ✓. .- _- �_- ...... ✓e
i ..: 1
1 WIDE x 1 TALL ME CH •• r.. .. ., ,. - --,. � : -:;r 1 _.-,• -
8 8 C :. ., ;: .. :, , :: •�`�:�:: -r -- r !,._ _ f =- . , iY : _:C Y I �1 -
( }.
EXHAUST. PROVIDE STONE _ ...
if
.. .. .. .. z .. .. :r Et :i'. ..,ti n
LOUVER INFRONT OF ALUMINUM :. t, ... . ,� - -...� s_ .. A$ ,. T ,' , -`
h.... � r :r to � :: E{ }r i`r
it
_.. ,
f
„
LOUVER RE. MECH
PROVIDE
2 WIDE x 12 TALL ME CH t
t
t'
it
,.�' EXU S T. T N
LOUVER INFRONT OF ALUMINUM -j
- -
/1
, , ,...__..._..., _.....�__.- __......,.,_:. LOWER RE. MECH:: .. :, :, :: ;: .. :.:
1,:
,
„ i
. ._..._._ ,.._..._ .. .... dot
;? ,- ,t �e.� : -r .GAS METER LOCATION - MAI TAIN
_... _ ,r
3' CLEARANCE FROM WINDO --
' f'
.j
- __,.,- _.;_....,;• ., :: =t .• _.,' iii
- E i-_- -E E i E E t `--
t
77-ffr _ i }.-�-_ LS€'ACE
I LINE QF EXISTING GRADE @RIDGE ABQVE -�- n _ 27' _ ...E E -< < -� E- ( -rl fi �... _- i I - -
- � I ITRUE ELEVATION' ! ! �� ! f - ��- j -� RUE ELEVATION" OBLIOUE ELEVATION @STAIR ELEMENT ° ° I (�� ( { T� �_ - i� �` i (_ i I�_ -
! I i -TRUE ELEVATION ABOVE STAIR ELEMENT° ! k -� 1 -1 -� I 1 - -� �- I (3- 1--- 11 �-
�I I II I l�l l( -i 11 -i I I (1 1 Ii J! I I I) I I 1 1 1I I i�l I I I i�l { I I I I -I I l IIII (I III I l l III III i I } i i} i li E t t i l i i III -III l i i�l I I 11 1 11 I�I 1 1 -I 1 1 III I f i I C I�I I I I I I�I l I�I I I�I {( -i I I -{ I! -III 1 1 31 I it i I�I I II i( 11 1 -!
I E I 1 i E I I C I I I I I I
I
EAST ELEVATION
1/41' = 1' -011
US Mail Only: P. 0. Box 2378
Physical/ Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632 -2378
(970) 926 4301, Fax: 926 4364
hansCci_)berglundarchitects.com
www. . berglundarchitects.com
n
•
•
REVISION
Revision
Revision Date Description
11/08/12 REVISION #9
i
Issue Date
GENERAL NOTES:
Drawn by
1) EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING
Checked by
AND LIGHTING SCHEDULE
Scale
2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE
INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH
SCHEDULE.
3) ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS AT
SYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE
AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS
4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O.
5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH.
6) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO
BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR.
7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE
PAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESS
STEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS.
8) ALL MECHANICAL VENT TO BE COPPER U.N.O.
5.1
I I {
4'-10" 2' -2"
5' -4518" 1
MATERIALS
1. STANDING SEAM ROOF RE: SPEC
2. SYNTHETIC SHAKE ROOF RE: SPEC
3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1
4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1
5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT
6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1
7. 6X8 WOOD RAFTERS. RE: STRUCT
8. TYPICAL 2X8 FASCIA
9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1
10. COPPER PANEL SIDING W/ LITE PATINA
11. STONE VENEER
12. RECLAIMED WOOD SIDING W/ SHIPLAP JOINT BETWEEN BOARDS
13. 3X3 WOOD WINDOW TRIM
14. 10X10 WOOD COLUMN W/ STEEL BOTTOM AND TOP CAP. RE: STRUCT
15. TYPICAL STEEL C- CHANNEL WINDOW HEADER. RE: STRUCT - SEE DETAIL
6/A8.1
16. STEEL BEAM. RE: STRUCT
17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/ COPPER FLASHING CAP. RE:
STRUCT
18. TYPICAL 6X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND
STEEL BEAM. RE: STRUCT.
19. DOUBLE C- CHANNEL STRUT. SEE DETAIL 8/A6.5
20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE
SHEET A6.2
21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER
22. COPPER PANEL SIDING W/ DARK PATINA
23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO
DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND
PROVIDE POWER FOR HEAT TAPE.
24, STEP LIGHT PER LIGHTING DESIGN
25. J -BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL
@ ALL DOWNSPOUT LOCATIONS
26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW
COLOR
27. 4" THICK STONE CHIMNEY CAP
s � �
UPPER
FLOOR PLAN
- i - r = 1i i I I 21
12 cn cc j I
1s
10
z
.:_- .- .- .:_...' ,. 117 117 j3-- it
._. •r. ,,....._ A81
DIRECT VENT FIREPLACE VENT 11 r MIN. CLEARANCE UNDER UNVENTED `: : - " 3. ., COPPER = ,, ,R f �... : ...._ Sf it --' _. `i SOFFIT PER MANUFACTURE SPEC. VIF % ": ":�}; 117 PANE (DING ' '! t =:: ii r: r - ., ____ A$.1 ._•: .eS � % ,_li ' °_ _. •' r. Ef
,
:: -:
FLOATING ART WALL _.. _ -r . ,�
r `1,.,.... - -_J :,,-.. ..,.. t :✓" ,lr.•_. : . i ., _ --- -- -- .- _ 1�\ r,.Jl� .. ?y `�, fi
t� MAIN LEVEL
' ,Z \.. ...1t :i'. `_ �:L.... '. i... ✓i' -t -l3
r
s a
...�- ,..._e. y
CONTINUOUS VERTICAL LVL STUDS . • ..,.,._._ � i , ..
FLOOR FLAN
, f •+,a : M wE,. .._..._,. : .a__. _. -.. :_._._. .. ._-- •_........t. ,. ,�. mc-, �1,
RE. STRUCT
:r ,f Ir" '.� ., tr if I �. ...�, ;• �t t .. ,r' j; .. ;t _, as,,.y�, '1 ;, 'y. : .r
ii ij
,. _..___- CO _ tD ...__ .. .._. :. ....a- ;.....;: 3' ii 3'Jt._,.^z. ?`2',:;,: '::�£��,: FINISHED t -- .,.._..... •�..� -+, 117 117 117 .. .. � _. �_ _, r ; ..::�. , ' Ir it ,�
1SH d FLOOR
__ , : „ - _. i - r`'i ifs & <`:.> xf:
..~mot
,
41 2 42 41 i -���` '
. ........
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r'
•
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.... t t
t+ f
t, n 1.,,.....Ja ._ ✓. .- _- �_- ...... ✓e
i ..: 1
1 WIDE x 1 TALL ME CH •• r.. .. ., ,. - --,. � : -:;r 1 _.-,• -
8 8 C :. ., ;: .. :, , :: •�`�:�:: -r -- r !,._ _ f =- . , iY : _:C Y I �1 -
( }.
EXHAUST. PROVIDE STONE _ ...
if
.. .. .. .. z .. .. :r Et :i'. ..,ti n
LOUVER INFRONT OF ALUMINUM :. t, ... . ,� - -...� s_ .. A$ ,. T ,' , -`
h.... � r :r to � :: E{ }r i`r
it
_.. ,
f
„
LOUVER RE. MECH
PROVIDE
2 WIDE x 12 TALL ME CH t
t
t'
it
,.�' EXU S T. T N
LOUVER INFRONT OF ALUMINUM -j
- -
/1
, , ,...__..._..., _.....�__.- __......,.,_:. LOWER RE. MECH:: .. :, :, :: ;: .. :.:
1,:
,
„ i
. ._..._._ ,.._..._ .. .... dot
;? ,- ,t �e.� : -r .GAS METER LOCATION - MAI TAIN
_... _ ,r
3' CLEARANCE FROM WINDO --
' f'
.j
- __,.,- _.;_....,;• ., :: =t .• _.,' iii
- E i-_- -E E i E E t `--
t
77-ffr _ i }.-�-_ LS€'ACE
I LINE QF EXISTING GRADE @RIDGE ABQVE -�- n _ 27' _ ...E E -< < -� E- ( -rl fi �... _- i I - -
- � I ITRUE ELEVATION' ! ! �� ! f - ��- j -� RUE ELEVATION" OBLIOUE ELEVATION @STAIR ELEMENT ° ° I (�� ( { T� �_ - i� �` i (_ i I�_ -
! I i -TRUE ELEVATION ABOVE STAIR ELEMENT° ! k -� 1 -1 -� I 1 - -� �- I (3- 1--- 11 �-
�I I II I l�l l( -i 11 -i I I (1 1 Ii J! I I I) I I 1 1 1I I i�l I I I i�l { I I I I -I I l IIII (I III I l l III III i I } i i} i li E t t i l i i III -III l i i�l I I 11 1 11 I�I 1 1 -I 1 1 III I f i I C I�I I I I I I�I l I�I I I�I {( -i I I -{ I! -III 1 1 31 I it i I�I I II i( 11 1 -!
I E I 1 i E I I C I I I I I I
I
EAST ELEVATION
1/41' = 1' -011
US Mail Only: P. 0. Box 2378
Physical/ Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632 -2378
(970) 926 4301, Fax: 926 4364
hansCci_)berglundarchitects.com
www. . berglundarchitects.com
n
•
•
REVISION
Revision
Revision Date Description
11/08/12 REVISION #9
i
Issue Date
1 -27 -12
Drawn by
BKW
Checked by
HB
Scale
1 /4" = 1' -0"
MATERIALS
1. STANDING SEAM ROOF RE: SPEC
2. SYNTHETIC SHAKE ROOF RE: SPEC
3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1
4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1
5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT
6. I0X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1
7. 6X8 WOOD RAFTERS. RE: STRUCT
8. TYPICAL 2X8 FASCIA
9. 2XI0 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1
10. COPPER PANEL SIDING W/ LITE PATINA
11. STONE VENEER
12. RECLAIMED WOOD SIDING W/ SHIPLAP JOINT BETWEEN BOARDS
13. 3X3 WOOD WINDOW TRIM
14. 10X10 WOOD COLUMN W/ STEEL BOTTOM AND TOP CAP. RE: STRUCT
15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT - SEE DETAIL
6/A8.1
16. STEEL BEAM. RE: STRUCT
17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/ COPPER FLASHING CAP. RE:
STRUCT
18. TYPICAL 6X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND
STEEL BEAM. RE: STRUCT.
19. DOUBLE C-CHANNEL STRUT. SEE DETAIL 81A6.5
20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE
SHEET A6.2
21. RUBBLE STONE CAP W110 PERCENT MIN. SLOPE AT TOP TO SHED WATER
22. COPPER PANEL SIDING W/ DARK PATINA
23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO
DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND
PROVIDE POWER FOR HEAT TAPE.
24. STEP LIGHT PER LIGHTING DESIGN 2X8 WOOD RAFTERS -
25. J_BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL 7
@ ALL DOWNSPOUT LOCATIONS A6Z
26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW
PANEL
COLOR
2" INSULATION PANEL
27. 4" THICK STONE CHIMNEY CAP OVER 2X6 T&G SOFFIT
oil
DOUBLE G RUT
T.O PLATE@45!-1 • WOOD FRAMED WALLS, FLOORS, AND, ROOFS
AND COLUMNS SHOWN WHITE WITH SOLID
BLACK LINES
112-HR FIRE RATED WALL, FLOOR, OR ROOF ASSEMBL
SHOWN SHADED
WALL SUPPORTING FIRE RATED ASSEMBLY SHOWN A
DIAGONAL CROSSHATCH
WALL W/ 518" TYPE X EACH SIDE AS PART OF
CONTINUITY OF FIRE RATED ASSEMBLY
IER, STONE VENEER SHOWN WITH DIAGONAL HATCH
120 7 1
RIGID INSULATION SHOWN WITH CROSS HATCH
F 717, 1 1 11
11:77777747 711 CONCRETE WALL SHOWN WITH HATCH
MAIN LEVEL
LED LIGHTING PER FLOOR PLAN WALL, FLOOR, AND ROOF LEGEND
LIGHTING DESIGN FINISHED FLOOR 1/411 1 1-011
Nk
2
CRAWLSPACE
LO
I?
_ ___�
177 4 CRAWLSPACE
318
21� -
_7F_
I I :::i-,
I 1 d I I
LOWER LEVEL
I --:: PLAN
24'-
8 3/8"
III: 1�l I I
A � Section 1
t 1/41' = 11 -01,
1 2
A5.8 A5.7
L m N
I I I
1
A5.7
2' -6"
2 1 ROOF RAFTERS TYPICAL
7_
I
1 2 1 2
A5.6 A5.6 A5.8 A5.7 A5.7
1 2
5.1
B C D E F G H J K L m N Q P
17'- T"
11'- 4112'" 14' -6318"
o'lle 'e le le
q In
8 5/8" 85181. 2'- 6"
_T 'i 66
IPPER LETEL
FLOOR PLAN
FINISHED FLOOR
a MAIN LEVEL
FLOOR PLAN
....................
FINISHED FLOOR
341 0"
32'!4374' 32' -4W4*
r2
UrV-%VVL0r'MUE i � � I ► I-I1I I ®I � I�I I� I I� ° 1 1 I � �0_
U')
CRAWLSPACE
IlF ICI 11 -111 Ifl II_ 8- 31 _PLAN
Section 12
1/41' = if-Off
2
5.1
A B C
I I I
4 �._��.__ --1L -- ` I 2
:Y6Z MAIN LEVEL
..............
FLOOR PLAN
.. . ..... . FINISHED FLOOR
34- 0" MINI
15%
2
\'L6
4 1 1 1 1 CRAWLSPACE
-41 CRAWLSPACE
:I 11= -1 I'1 -�=- _.. °- III 'III -- III =I I -1 11-1 I I -1 111 I 1 -1 i 1I I -- I -1 11- 11- 11.-1 11- 1 11-1' 11�•;..� . 1 � VER LEVEL
EI I FEI I _PLAN
24' - 8 3/8"
I I 1-1- -1 - I,
Section 13
2X12 WOOD RAF
V- 111/4"
=� I ICI 11 =111 =� 11�= =1 Ili�1 11- -4. -a I � 1 I
-1 T -.1 77-1 7, 7
UPPER LEVEL
r•14X1C:0 1/1_17r�uc:Kl
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
45 - O�
STEEL BEAM
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
3 4M��
US Mail Only: P. O. Box 2378
Physical/ Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, . Fax: 926 4364
hans(o),berqlundarchitects.com
www. berqlundarchitects.com
"i
REVISION
Revision
Revision Date Description
11/08/12 REVISION #9
•
0,7
lv�YAIIL
"-_-SIGN E
,
A P P ROVAUL
HB
Scale
A,
Li
<
. .............
1'- 10 112"
A
BEDROOM 3:
:1
W.
3 3
?
C)
W rh
W
00
........... ...
...........
.......... I F
IPPER LETEL
FLOOR PLAN
FINISHED FLOOR
a MAIN LEVEL
FLOOR PLAN
....................
FINISHED FLOOR
341 0"
32'!4374' 32' -4W4*
r2
UrV-%VVL0r'MUE i � � I ► I-I1I I ®I � I�I I� I I� ° 1 1 I � �0_
U')
CRAWLSPACE
IlF ICI 11 -111 Ifl II_ 8- 31 _PLAN
Section 12
1/41' = if-Off
2
5.1
A B C
I I I
4 �._��.__ --1L -- ` I 2
:Y6Z MAIN LEVEL
..............
FLOOR PLAN
.. . ..... . FINISHED FLOOR
34- 0" MINI
15%
2
\'L6
4 1 1 1 1 CRAWLSPACE
-41 CRAWLSPACE
:I 11= -1 I'1 -�=- _.. °- III 'III -- III =I I -1 11-1 I I -1 111 I 1 -1 i 1I I -- I -1 11- 11- 11.-1 11- 1 11-1' 11�•;..� . 1 � VER LEVEL
EI I FEI I _PLAN
24' - 8 3/8"
I I 1-1- -1 - I,
Section 13
2X12 WOOD RAF
V- 111/4"
=� I ICI 11 =111 =� 11�= =1 Ili�1 11- -4. -a I � 1 I
-1 T -.1 77-1 7, 7
UPPER LEVEL
r•14X1C:0 1/1_17r�uc:Kl
UPPER LEVEL
FLOOR PLAN
FINISHED FLOOR
45 - O�
STEEL BEAM
MAIN LEVEL
FLOOR PLAN
FINISHED FLOOR
3 4M��
US Mail Only: P. O. Box 2378
Physical/ Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, . Fax: 926 4364
hans(o),berqlundarchitects.com
www. berqlundarchitects.com
"i
REVISION
Revision
Revision Date Description
11/08/12 REVISION #9
•
0,7
lv�YAIIL
"-_-SIGN E
,
A P P ROVAUL
HB
Scale
Issue Date
1-27-12
Drawn by
BKW
Checked by
HB
Scale
r__
7
LO
cQ
0
T.0 PLATE 0 13'!3
e 91- 1 1/81,
NmEmgaa�
MroNg"HINITOM
UPPER LEVEL
FLOOR PLAN
i •
OR
4 � �_ �P'�
Q,
STEEL WRAPPED W/ 5/8" TYPE xt6"WB FLOOR PLAN
L/
MAIN LEVEL
• -4
FINISHED FLOOR
..........
............
J - 34 1-011
7�
��'�vl I I�I .. � .: �!AlIkS STORAGE
—CRAWLSPACE
_ 4._ �..- � I �� a, II.I. I I I =1 11 =11 I� 11 =1 I C= I I ICI 11 =i I =1 16= I I i=1 I �a III= 1..�w -�f F�- ._.����..�
LL
I FI
7' 3/811
-I C 1 =1'I 1=1 i 11 -�� � �a: , ' �, : �� I I I III —I I I_I 11 ^1 i I�I I I —I I I_I 11 =1 i 1= I f-1 I I— I I ^I I I_I 11 ^1 11 ^I 1 =I i 1 =1 11 =1 I I I LOWER LEVEL
PLAN a a _'.:- ..:..:.. , �:� . 4,a. �. , a � �-� I��N - �- �- 1�1 -�-� -: ---� I- ��-� -I = �-� I-�- -�-� f-- �- 1�- �-�-�- � �- ��- �- 1- 1-�-�� -�- --- �-�- -� �-I �-- � Bill
— --- ��- �- � -=-- -� I�I� � _.:___ I-�-: =1-�- .. - n . a . _ : , _. e, _.. a.: e:. •. , : _ .: - 4 : a '_ - , 83/8 tt
l i AI I I ^I 1 I.1 I ICI 11= III =� I I�I I If !�I fl 111 I I —I I ^I it
r; Section 29
1,4,
♦
DRYER VENT BEHIND EVE..
♦
'If I T I
> T. EA DER @ 18'-10 1/4" . ....
-T
............
h,
T.0 HEADER @ 18'- 10 1/4"_- _J
L_ 1L - -------
W
tot- K ITC OVER HEN
T7777�
I 12"X12" OUTSIDE AIK
7 MECHANICAL VENT W/ 4" AND.-
.. ..... .
------ FINISHED FLOOR
......... ---
4
16" FLUES TER ... ....
MINATE W1
INSECT SCREEN BEHIND7!7-.-.....
7t77T7 7' 11
STONE SLATS. RE: I"
I( y
777
MECH. A
.4 t! f
ND SIM, DETAIL 2/1
UPPER LEVEL
if ii
SLOPED STRUCTURAL
L------ ------
STEEL BEAM WRAPPED FLOOR PLAN
W/ WOOD TO APPEAR
J
A6 . ...... .
:-A
AS 1OX14 WOO BEAM FINISHED FLOOR
�rt-'-,:-- t
4 FLOOR
if
k
-----------
CABLE IGH ING
r129
RE: LIGHT GPLi N 16" 115116"
=J1
Z-
ART
k,
j",
r
LIVING OOM'
VERIFY SCONCE;': -r�
=t:-;,-'PRIOR HEIGHT W1 ARCHITECT.-.-,.,
a Ii
- ii tf
0
T
S L
Jr
IN TA LAfION_',
it
ft
MAIN LEVEL
t it
FLOOR PLAN
FINISHED F
4 -4 LOO R
kLY-
-30X4 MECHANICAL HEAT REGISTER
Wt:,tt AND MECH
114' —RE: PLANS
NN :° , pa- '�--° STEEL BEAMS - f . - : I I I I I III I I III � III I I I I .III III III I I III � I I III III III III .III I I I
THEATER PROJECTOR DOOR
RE: STRUCT.
A z.
-CRAWLSPACE
-17 T ---7-T-
If
=:T -LOWER LEVEL
PLAN
24 ; 8 3/8"
1—:111— d I ICI I I— I I—_1 I I—_I I I Hi -111
III 1111�E I F1
A7
I E I C I C I I I I I I
Section 24
� 114" = I,-o,,
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans(&.berglundarchitects.com
www b6rglundarchitects.com
•
a4w-Reffix.
0
—j
lft
04
( rj
IRF Lo W
zBrill.
00
0
Uj U
0 r1k
Revision
Revision Date Description
6121/12 REVISION #6
NEW FRONT DOOR DESIGN TO BE STEEL PIVOT
DOOR WITH STEEL FIXED PANELS ON BOTH
SIDES. REMOVED THE WEILAND WINDOWS AT
THE FRONT ENTRY AND REPLACED W1 FIXED
PANEL GLASS. REVISED ALL DETAIL @ THE
FRONT ENTRY TO SHOW THE CHANGED FRONT
DOOR. MOVED GRID LINE E AND CONC. WALL @
THE FRONT DOOR 2 1/2" NORTH.
11/08/12 REVISION #9
REMOVED WINDOW 204 @ BEDROOM 2
tz,
APPROY4AL,
Issue Date
1-27-12
Drawn by
BKW
Checked by
H
Scale
11411 = 1' -0"
m
will 14
%ON fi'
0
r..
tV