HomeMy WebLinkAboutDRB110023 Plans1' -5' 15' -9"
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4" -71/8" 18,-T' 11'- 513/16"
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Upper Level Area
3125 SF
13' - 5 5/8" 18" - 71/2" 13' - 9"
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15' -9"
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SiTE COVERAGE: The ratio of the total
building area of a site to the total area of a
site, expressed as a percentage. For the
purposes of calculating site coverage,
"building area of a site" shall mean that
portion of a site occupied by any building,
carport, porte- cochere, arcade, and
covered or roofed walkway constructed at,
below, or above grade as measured from
the exterior face of the sheathing of the
perimeter walls or supporting columns.
For the purposes of this definition, a
balcony or deck projecting from a higher
elevation may extend over a lower balcony,
deck or walkway, and in such case the
higher balcony or deck shall not be deemed
a roof or covering for the lower balcony,
deck or walkway. In addition to the above,
building area shall also include any portion
of a roof overhang, eaves, or covered stair,
covered deck, covered porch, covered
terrace or covered patio that extends more
than four feet (4') from the exterior face of
the perimeter building walls or supporting
columns.
NOTE: NO ROOF OVERHANGS EXCEED
4' ANYWHERE ON PROPOSED
STRUTURE.
Total Lot Area
Allowable site coverage is 20% of lot
Proposed Site Coverage for Lot 1
Garage Site Coverage from Main Level
Total Site Coverage for Lot 1
Remaining Site Coverage
UNDERSIDE OF STRUCTURAL
15,680 SF
3,136 SF
3,125 SF
10 SF
3,135 SF
1 SF
1
MEMBERS
11-1 I ICI 111 11-1 I III -11-1 I Iii I �I I I -_ i I Iii I ICI ',
III1 11= I I ICI 11=! I�_I 1 ICI I i=C I CSI I �I I I- III. =1 11=1 '
LOWER LEVEL FINISHED —
FLOOR
A B C D E tF G HS
18'-19/16" 13' -5518" 4' -9" 9-2 "
UNDERSIDE OF STRUCTURAL
-2" 11-
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4' - 8112"
13" - 9"
26 - 0 314"
25' -10"
-41/4!'
•l'i
UNDERSIDE OF STRUCTURAL
MEMBERS
11- I I 1 -1 I I I I Imo{ f 1=1 I I-= I 11=1 11= 1=1 i I =1 I =1 11=1 I� 11-1 i I =1 i _ICI I Imo_►
I i ®I I I� I I 1{ ICI I lul 11==1 I I-=1 I I� 1=1 I I ®I 1=1 I I =1 I= I Iy1 11=1 I ICI I �I
LOWER LEVEL FINISHED -I I I__ I I I_ I I I I II 111 I I�I I ICI I I
L_11fE 1 I I� III1 I I- I I ICI I ICI I-- 11-1 I I
FLOO
W X Y Z AA BB CC DD
19-81/1 6 20' - 31/2" T -11 1/4" 8' - 9" 11' - 6 5/16" T - 915!15"
Basements: On the lowest level of a structure, the total percentage of exterior wall surfaces unexposed and below existing or
finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lowest level deducted from the
GRFA calculations. The percentage deduction calculations shall be rounded to nearest whole percent. The lowest level`s exterior
wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of
the floor /ceiling assembly above. For the purposes of these calculations, retaining walls and site walls shall not be considered
part of the lowest level's exterior walls.
LOWER LEVEL AREA CALCULATION
1/811 %811 = 1' -0I,
EE
181-19/16,
FF
41'-01/4"
TOTAL WALL AREA: 3981.14 SF
COVERED WALL AREA: 3267.39 SF
3267.39 SF / 3981.14 SF =.8207
82% OF THE WALL IS COVERED. THEREFORE 18% OF BASEMENT SQUARE
FOOTAGE COUNTS TOWARDS GRFA.
TOTAL LOWER LEVEL IS 3089 SF X. 18= 556.02 SF OF GRFA @ LOWER LEVEL
.IiI_II.
.IiII�IIII�
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
hansp,berglundarchitects.com
www. . berglundarchitects.com
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REVISION
No. Date Description
1 01/28/11
ADDED EXHAUST CHIMNEY FOR FOR EXT.
BBO, MOVED EXT. WALL AT FIREPLACE
CHIMNEY 4" TO THE NORTH, MOVED WALLS
AT ENTRY 1 "TO THE WEST, REVISED SITE
COVERAGE CALCULATIONS PER WALL
REVISIONS AND ADDTIONAL CHIMNEY
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01
A 0 aA
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E- FINISHED GRADE @
_ I its ! Z
u \ 361-01
1_ x
_ EXT. CAN MTD. IN
CEILING ABOVE_' - 6 I
O.W. @ 36 -9
Lu
RF 3 LIGHT WELL 2 0 „ osE eiB - � EXT. CAN MTD. IN CEILING ABOVE
A5.6 ' . ___ _.. E __, BBQ Masi r Bedroom .. _ FINISHED GRADE CUSTOM RUMFORD �1 A4.4 Q`J , „ MASONRY FIRE __ -__ _ _ _. _ _- 110 HED ADE @ 35 0
__, s
PLACE
”
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I � Great om f A9.17
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,
- T.o. STONE ` -
\ 101 Rre Are 110 __ ._ _� _S. _._. _ �._. _s _ _ _ 112 t�
j''- - - _ 1 v0
_
Am \ 38' 8 112” T.O.W. 38' - 0 1s y _ _ _ ti o 109 1 <1 A42 R ° U - B.O.W. @ 34' - _ _ w_. �. ���_ _ ®X — ..
- -r E
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W WOOD
- - WOOD TILE . Hall 8 t ` _ i� TILE W ' _ HOSE BIB I
"._9._
Lu
PIVOT CLOSURE CLOSE SLOW ! -I
F 1i - 4'" UNDER COUNTER WINE COOLE ._ __ _
s M_ __. r j - -- ____ I__
103 „ °' } � .,,� ..._ .._._ _._ 05- � � .�....,r_� __ �__ � __ j 5.2
F UP I I aster at rbom
\ t = , `�; DBLOVEN { o _ — _.�____
1 N ��i� rRso B - I 111
Ent
b J- - - -
I
2 1 I I i I I ] 106 ! i i - _.._ _ _., } FINISHED GRADE
_ �� EI -tor -r --_
' 48" REF._ _,._ � _,
x A9.16 i j i 107 -- v, o o ®_ _ i I - -
y 102 1` f 1 ` I ; I j i ! ! i i �-I 1_e _ HOOKS W/ CUBBIES ABOVE _ ._I _' ___- 361-0" J;
A 6 � --WOOD THRESHOLD,'_ -_? ,__ _ _ �. cwi� ur
_ _
,- x
_ _
108
-a"
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--- � W �_ � i _�_� � � 13 . _ CL
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ti
t 0 DRAWER �- SEE STAIR SHEET A7.1 & 5/A8.3 FOR DETAILS! m I i ' I ` �
- { i_ _
R , A9.14 ,,,
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_L
� ._ _ _f ° . 2 - i T.O. FINISH 8' - 9 "k s sm G :r A5.4
n� �_ � I I O D
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29"
LIMESTONE THRESHOLDS_. A
___ _____ __T.o PLY 3a s Master Clbse I ,
Dining Ro
RECYCLING. . I - -
III , - __--I__ _ __ - ..__- _ _ _�__.. -_. BOOT DRYER -
1 ! I ! I !__. Fo e _ _ _ - _ _ _ - —
TRASH COMPACT. - § i 0 4 __ O
jLL _11
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._ �. � CCU - �--I - tit �-- � � � � — % V '., . — �/ I _ — DWI
L2 IN
A9.17 105 I __ (I \ I I 4 S
u ' --.-, w iC 1
RACK
S -� REVISION
/ 11 123 123 123 t °
9
t _ _
HoT � coLO WATER Has 618
No. Date Description
_ FINISHED GRADE @ 1 sm \ V'
_ FINISHE
T.O. @ 33' - 0" f` , ' HOSE BIB _ B As B 8' 11 112 "` l its
o E G� Z I v 1 01/28111
B.O. @ 29 0
a I
N
TO T.O. SLAB I�
Z T .S
T.O. CONC. AL @ - , , _ _ T.O. CONC. WALL @ - i- —� / ADDED EXHAUST CHIMNEY FOR FOR
l , \ TYPE A LIGHT MOUNTED IN CEILING A VE -+� 1 38 - 8 3/4 EXT. BBQ, MOVED EXT. WALL AT
-_ _...
FINISHED GRADE 39' - 6" ; 39' _ g" T.O. STONE @:. _ 1 / .' % FIREPLACE CHIMNEY 4" TO THE NORTH,
_ P f I LIGHTING CONTROL PANELS \
X � „ .,., `, MOVED WALLS AT ENTRY 1" TO THE
3$' - 9" - f T 3 S WEST, ADDED PATH LIGHT AT BOTTOM
8 -8
i25
FINISHED GRADE @ ( 1 I / !. I I . T.O. SLAB @ .O.W. @ 39' -g' OF STAIRS AT WEST PATIO
\' _ill 38'-7112' __._ �- �S 3 , ,r 5' 10"
I
} 1zs FINISHED GRADE _38'- 8 3/4 , S D.W. W @
sio 38' - 3" S DN
I 127
\ �� /-^ ALIGN STUDS W/ JOIST BELOW , ( \ T.O. DRAIN @
V AA T.O. CONC. WALL @ ! _ _
`- -:- PER MECH DUCT ROUTING 38 6 112"
__.a.
„ . X i , t,""._ _....
\ , U 39 - 6 \ / T.O. STAIR @ 36'- 2
\ I FINISHED GRADE Q. FINISHED GRADE @ 1 ._ ..� _ _ _ __ _
" STRUCTRAL CONCRETE SLAB UNDER CUT STONE p ELECTRIC METER LQCATI N I
38 - 5 1/4" 122 I _.
\ T.O.W. @ 38 0 3T - 9" i FINISHED GRADE @ I
\ B.O.W. @ 34' - 0" 38' - 3„ O
_ _ v
Sim I I r _. _, , � � � � � r \ I
V 1 ' a �' I GarBg ELECTRIC PANELS cv Cr.7
\ !
FINISHED GRADE @ '� FINISHED GRADE @.
\
It 4
GENERAL NOTES: 37" - 3 "' i — ---t: ,- J T.O.W. 36' _9"
\ 1) EXTERIOR LIGHTING: / / -, _ (<`? LIGHT WELL 28- 0
_ -
1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 15 LIGHTS ARE ALLOWED. 15 EXTERIOR T,O. ONE
.�. T.O. STONE @
LIGHTS 1I ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, A4. E @ (r "
T.O. T o STONE
LOCATION AND NUMBER OF FIXTURES. ~' A4.3 _. 38` - 3 "� 38'-3" } (� 36 - 2
PROGRESS PRICING SET
\(2) TYPE B LIGHTS PROVIDED @THIS LEVEL g S 1
(4) TYPE E LIGHTS PROVIDED @THIS LEVE I I "'
:, 121 i 1 A
\ \ v
5.5
f I ! ,� v T.O. STONE @
(3)�TYP E Z L�GH� PRUVIQEDHCS LEVY �
T.O. SLAB @ { _ 3' -10" Date 01/18/11
.._ �..--"' ' FINISHED GRADE @ '�.�� � , \ � \ \�`�, ,-
/ s„ - - i _ Drawn by AG
1 9 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18'" ABOVE GRADE AT THIS LEVEL °- -- 380 - 0'"
ce cc �f I -__ s cnecl<ea by H
• 2j SEE SITE PLAN FOR ROUTING OF DOWNSPOUTS UNDERGROUND TO DAYLIGHT FOUNTAIN — — — — — - — — _ --
' \ _ -' -_.— - S_ SV _ T.O. W. 2" -�2"
ca
I "' T.O. DRIVE @ - _ .O. DRIVE @ 4 b�
1 1
38# _ 8"
.� il0 CY
s 4
i .
' i 1 LIGHT WELL � `i8' - 0"
l�
DN B.O. STAIR DRAIN
A4.1 A4.5
AIN LEVEL
1 AIN Lf FL R PLAN _ .._ -- -- -- -' _" _" _ _ ." -- -- -- -- Cc- DRAIN T.O. DRIVE @ !
IR @36' 2" �
l FLOOR
/4" -- 38' - 0" T.O. STAIR @ 38" - 8 "' - T.O.W. @ 39" -2"
X , , X - - - _ � � _ - B.o.W. @ 36 2" PLAN
0-
_�
' _,_ / <. ~- O.W. @ 42' -2" co
i DRAIN B.O.W. @ 3$, - 7„ C4
f
o' 2' 4' 8' 16' FINISHED GRADE @ _ - ... �.. A3.2 C
37' - B ", _. -. ADDRESS MARKER LOCATION - —
GAS METER LOCATION h
V7
IN,
%V
45.1 A,
A5.8 A5.9 %in V
5.1 5 C 5.1 7 M� 1 A4.5
3 7 10) 11
5
18' T' 1V - 513116 T - 91-- -9. 1 31161 f
1-4! - 7 1/& 0
1 )PROGRESS PRICING SET
5.5
Date 01/18/11
Drawn by AG
Checked by HB
Scale 1 /411 = 1' -0"
7'MPER
LEVEL
FLOOR a-
to
7
00
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P.
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ROOF HEIGHT =32-M7/M°
0*4-ROOF =82O0�81/4" 1 8237'-0"
i ROOF HEIGHT b-- 32'- 8 1/4- |
uj .
ROOF RIDGE HB(�HT @ SHEATHING =O26Q' 81A | � '
| FINISHED GRADE BELOW RIDGE =8287�I' 1
It
EXISTING GRADE BELOW RIDGE 8238'-0"
)f f t ROOF HEIGHT =31 -0118
I IL
A t 'f, F RIDGE HEIGHT @ SHEATHING 8269
69' 8'1/4f�"_ FINISHED GRADE BELOW RIDGE 8237
by '31
-Li— 1L ROOF HEIGHT
if
FINISHED GRADE BELOW EAVE 8229-3 3/8"
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REVISION
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1 8" 11 No. Date Description
ADDED EXHAUST CHIMNEY FOR FOR EXT.
.1A If
A Ill I BM MOVED CIMNEY ABOVE BR#5 AND BR
it r
~ / �
\
� HEIGHT
OF THIS CHIMNEY, MOVED EXT. WALL AT
\
\
\
\ � |
/
FIREPLACE CHIMNEY 4!'TO THE NORTH,
L T MOVED WALLS AT ENTRY 1" TO THE WEST
If A
\ AA /
�
\ /
CNIf
j CD
T.O. SHEATHING RIDGE ~~
\ ( > R | _r6m 0'1/8"
~~
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of
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PROGRESS PRICING SET
if
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Date
Drawn by
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it IL I . AG
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-- i U �- >�'--�'( //_.\ ` ^~� Scale 1/4"' -011 |
~
\ [ I | N U | L | ^/ �- | N 11"
��-n1L! �.� L�| L|_ � L_J |_- �~� L-J NL-_J LU| i 11 if
"'A
:!�
C14
ol 81 BRONZE SATIN FINISH. LINE OF AT RIDGE ABOVE
2# 4' 16'sURFACE MOUNT MONO POINT BRON
PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT.
EAST ELEVATION-
RIVEIRA BEIGE LlMt,5lQNE BASE tali H t3hVhLhU [UP BQ-LED-E23-BZP EXTERIOR STEP LIGHT
MOUNTED 16- OR LESS ABOVE FINISHEU
J-BOX @ SIDE WALL FOR GUTTER HEAT TAPE
I GRADE
PE BK LIGHTING -KITE STAR 11- B-NSII-MK-�#-0Lt'-10 360 0-3W I I I t
4:'1 HlUKUL)LUKALYJbUl-t- STONE SLATS IN FRT6�T RE, K(M3.1 0Ak,;KLl I AL)LJKtZiZ5 fVIAKrtK t-
STONE
-TOP CAP— LINE OF EXISTING GRADE AT RIDGE ABOVE
J-BOX SIDE WALL OR GUTTER HEAT TAPE
OX
SIDS WALL 01 _j
12X20 WOO BEAM W/ COPPER FIRE DEPARTMENT CONNECTION
WATER FLASHING CiP I
—FEATURE T
A A I
77
IF]
i
ol 81 BRONZE SATIN FINISH. LINE OF AT RIDGE ABOVE
2# 4' 16'sURFACE MOUNT MONO POINT BRON
PERMANENTLY FIXED/INSTALLED AS A DOWNLIGHT.
GENERAL NOTES:
1) EXTERIOR LIGHTING IS NOTED AS:
Z- BK LIGHTING-NITE STAR 11- B-NSII-
MR-9-BLP-10-360 SL SURFACE MOUNT
MONO POINT BRONZE SATIN FINISH.
PERMANENTLY FIXED/INSTALLED AS
A DOWNLIGHT.
E- LIGHTOLIER- LYTECASTER- 1045
EXTERIOR CAN LIGHT MOUNTED IN
CEILING
8- BK LIGHTING- BRICK STAR- B-BQ-
LED-E23-BZP EXTERIOR STEP LIGHT
MOUNTED 18" OR LESS ABOVE
FINISHED GRADE
X- FX LUMINAIRE- GN-20 PATHLIGHT
MOUNTED 18" OR LESS ABOVE
FINISHED GRADE
CC- FX LUMINAIRE- LB-35
UNDERWATER LIGHT IN WATER
FEATURES
2) SEE I/A4.1 FOR ALL EXTERIOR
MATERIAL CALL OUTS AND
DETAILING
3) SEE EXTERIOR MATERIAL AND
COLOR INFORMATION SHEET FOR
MORE INFORMATION ON COLORS
4) SNOW FENCES AT COPPER
SHINGLED ROOF TO BE INSTALLED
PER MANUFACTURES
RECOMMENDATIONS
NORTH ELEVATION
;-� SOUTH ELEVATION
tJ 114"= _1' -0"
A5.5,7
NOTE: HEIGHT LIMIT MEASURED TO 22* - 81/2"
TOP OF STRUCTURE, DOES NOT
INCLUDE T' FOAM INSULATION PANEL
OR FINISHED ROOFING
LINE OF 33' ABOVE EXISTING
GRADE @ RIDGE
T.O. SHEATHING @ 68- - 0 118"
FA
awl
----- ------ -----
41/4"
T.O. SHEATHING @.65'- 8 112 "
■
54)
8! 91
-F
-Vq i I, - T.
6-0314 12� F89� 6
■
■
I/
--'\( I �
ME I
NOTE: HEIGHT LIMIT MEASURED TO
TOP OF STRUCTURE, DOES NOT
INCLUDE r FOAM INSULATION PANEL
OR FINISHED ROOFING
LINE OF n ABOVE EXISTING
GRADE @ RIDGE
T.O. SHEATHING @.68- - 6 1/4"
OR FINISHED ROOFING
LINE OF 33' ABOVE EXISTING 41'- 1/4-
GRADE @ RIDGE-
=7
O.S 0 1/8"
�,7
T.O. SHEATHING @ 69'-0 1/9' CD ITHING @ 69'
AIN LEVEL
-LO OR PLAN T.O.
• FINISH
9
WATER FEATURE
EQUIPMENT VAULT
33' -Q 1/2"
LOWER LEVEL
FtOOR-PLAN -T-.O—
CONIC.
US Mail Onlv: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax. 926 4364
hansp,berglundarchitects.com
www. berglundarchitects.com
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Will
REVISION
No. Date Description
1 01/28/11
ADDED EXHAUST CHIMNEY FOR FOR
EXT. BBQ, MOVED CHIMNEY ABOVE
BR#5 AND BR #6 TO THE WESTAND
DROPPED THE HEIGHT OF THIS
CHIMNEY, REVISED EXT. RAILING,
RAISED SILL OF SPA WINDOWS AT
WEST ELEVATION, SHOW ALL
MECHANICAL VENTING
Date 01/18/11
Drawn by AG
Checked by H13
Scale 1/4"' = 11-011
m
F
-�A!M
l��I
I/
--'\( I �
ME I
NOTE: HEIGHT LIMIT MEASURED TO
TOP OF STRUCTURE, DOES NOT
INCLUDE r FOAM INSULATION PANEL
OR FINISHED ROOFING
LINE OF n ABOVE EXISTING
GRADE @ RIDGE
T.O. SHEATHING @.68- - 6 1/4"
OR FINISHED ROOFING
LINE OF 33' ABOVE EXISTING 41'- 1/4-
GRADE @ RIDGE-
=7
O.S 0 1/8"
�,7
T.O. SHEATHING @ 69'-0 1/9' CD ITHING @ 69'
AIN LEVEL
-LO OR PLAN T.O.
• FINISH
9
WATER FEATURE
EQUIPMENT VAULT
33' -Q 1/2"
LOWER LEVEL
FtOOR-PLAN -T-.O—
CONIC.
US Mail Onlv: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax. 926 4364
hansp,berglundarchitects.com
www. berglundarchitects.com
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liiIimm -0-4
Will
REVISION
No. Date Description
1 01/28/11
ADDED EXHAUST CHIMNEY FOR FOR
EXT. BBQ, MOVED CHIMNEY ABOVE
BR#5 AND BR #6 TO THE WESTAND
DROPPED THE HEIGHT OF THIS
CHIMNEY, REVISED EXT. RAILING,
RAISED SILL OF SPA WINDOWS AT
WEST ELEVATION, SHOW ALL
MECHANICAL VENTING
Date 01/18/11
Drawn by AG
Checked by H13
Scale 1/4"' = 11-011
m
F
-�A!M
COPPI
E
nF nE
L EL
.0.
�H
j
A 3
5.9
('4' or-'-% VV'-- I
\'� 1/4" = 1 11011
PARTIAL NORTH WALL ELEVATION @
�BREAKFAST AREA
, /411 = 1 1-011
LEVEL
N i
T.O.
-INISH
C81- 911
PARTIAL NORTH WALL ELEVATION @
ENTRY
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
hansO,berqlundarchitects.com
www. berglundarchitects.com
W
U
z
W
REVISION
No. Date Description
1 01/28/11
ADDED EXHAUST CHIMNEY FOR FOR EXT.
BBQ, RAISED SILL OF SPA WINDOWS AT
WEST ELEVATION, SHOW ALL MECHANICAL
VENTING
;LH ;
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>1
F
PARTIAL NORTH WALL ELEVATION @
�BREAKFAST AREA
, /411 = 1 1-011
LEVEL
N i
T.O.
-INISH
C81- 911
PARTIAL NORTH WALL ELEVATION @
ENTRY
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
hansO,berqlundarchitects.com
www. berglundarchitects.com
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REVISION
No. Date Description
1 01/28/11
ADDED EXHAUST CHIMNEY FOR FOR EXT.
BBQ, RAISED SILL OF SPA WINDOWS AT
WEST ELEVATION, SHOW ALL MECHANICAL
VENTING
Date 01/18/11
Drawn by AG/BKW
Checked by H13
Scale 1/4" = I I-9f
Aq
GL
A4.4 oo
op OMKI
;LH ;
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V-
--Z'
<1
>1
Date 01/18/11
Drawn by AG/BKW
Checked by H13
Scale 1/4" = I I-9f
Aq
GL
A4.4 oo
op OMKI
jWANIj]Q$]'j'
fi 1.0fAl I I I Z
It- 5"
Cl)
ip
V�
311b
2112"
R
CUSTOM STEEL TOP RAIL CENTERED AND WELDED TO
PICKET BELOW
PAINTED TO MATCH WINDOW COLOR 112"W X
1/2" L X 3112" H STEEL PICKETS SEE
ELEVATIONS FOR PLACEMENT
PAINTED TO MATCH WINDOW COLOR 2"W X la'T
STEEL TOP STRAP
PAINTED TO MATCH WINDOW COLOR 1/2'X 1/2'W X
1/2"T STEEL PICKET
PAINTED TO MATCH WINDOW COLOR 1"W X 318" T
CURVED PICKETS
— PAINTED MATCH TO MATCH WINDOW COLOR Z'W X 112"T
1 - 8 STRAP
PAINTED TO WINDOW COLOR 1"L X 1" W X 7
IIZ'HSSCOLUMN
-8WL X 3"W X 10T STEEL BASE PLATE LAG BOLTED
INTO 3X6 W/ (4) 31W LAG-BOLTS
TURN WATERPROOFING UP STEEL STANCHION AND
P
I
A
L
0
X
H
T
3
E
3
D
T
C
T
W
0 MAT
0
S OLUM'
" X 11Z
x5
TURN WATERPR
PROVIDE 1/4' SEALANT JOINT BETWEEN STONE AND
STEEL STANCHION
STONE ASSEMBLY- APPROX 2' OF
r
OVER 1/2" OF GROUT OVER I 112'
CONC. SLAB WITH RADIANT TUBING
P G
, I
DRAINAGE SLOPES AT W PER
CUT
V-0' CUT HSS COLUMN
------- -- — - - - - - -
z
X
2X6 T&G DECKING
CONTINUOUS FLASHING
COPPER STRAP @ 24" D.C.
COPPER SUPPORT @ 24" O.C.
ALIGN WITH STRAPS
11 718" DECK JOIST RE:STRUCT.
PROVIDE BLOCKING AS REQUIRED TO
FASTEN STEEL HANDRAIL STANCHION
14" LVL WRAPPED WITH COPPER
4" COPPER GUTTER
W.P. STONE DECK AND RAILING DETAIL
WEST DECK
1 1/2" = 11 -011
2 la'
CUSTOM STEEL TOP RAIL CENTERED AND WELDED TO
PICKET BELOW
C4 2"
PAINTED TO MATCH WINDOW COLOR 112" W X
112'L X 31/2" H STEEL PICKETS SEE
ELEVATIONS FOR PLACEMENT
PAINTED TO MATCH WINDOW COLOR 2' W X 1/2" T
STEEL TOP STRAP
PAINTED TO MATCH WINDOW COLOR 112'X 1/2" W X
1/2" T STEEL PICKET
7 3/4" 3X6 T&G DECKING
CONTINUOUS FLASHING
4X6 WOOD TRIM
COPPER STRAP @ 24- O.C.
COPPER SUPPORT@ 24" O.C.
ALIGN WITH STRAPS
8X16 JOIST RE:STRUCT.
COPPER GUTTER
71/2"
W.P. STONE DECK AND RAILING DETAIL
@ EAST SIDE OF PORTE COCHERE
1 1/211 = 11-011
2 1/2"
to
21/2"
CUSTOM STEEL TOP RAIL CENTERED AND WELDED TO
PICKET BELOW
Z.
PAINTED TO MATCH WINDOW COLOR Ir2o W X
Ir-Y'L X 31/2" H STEEL PICKETS SEE
ELEVATIONS FOR PLACEMENT
PAINTED TO MATCH WINDOW COLOR Z'W X la"T
STEEL TOP STRAP
PAINTED TO MATCH WINDOW COLOR 1/2'X 112" W X
1t2" T STEEL PICKET
PAINTED TO MATCH WINDOW COLOR 1" W X 3!13"T
CURVED PICKETS
PAINTED TO MATCH WINDOW COLOR Z'W X 112° T
V- 8 7/8" STEEL BOTTOM STRAP
PAINTED TO MATCH WINDOW COLOR 1"L X 1" W X 7
ItZ' HSS COLUMN
2" 8!'L X V'W X I/T T STEEL BASE PLATE LAG BOLTED
INTO 3X6 DECKING W1 (4) 3/W LAG-BOLTS
TURN WATERPROOFING UP STEEL STANCHION AND
PROVIDE 1/4" SEALANT JOINT BETWEEN STONE AND
STEEL STANCHION
117/8" DECK JOIST RE:STRUCT
LVL Rim JOISTS PER STRUCTURAL
DRAWINGS
CONT, STEEL ANGLE LAG- BOLT ED
INTO RIM JOIST
RE: STRUCT.
4 "' COPPER GUTTER
TYPICAL STONE VENEER ASSEMBLY
STEEL BEAM
VARIES RE.- STRUCT,
W.P. STONE DECK AND RAILING DETAIL
@ W
E S T DECK W1T H STONE
11I2V-
PAINTED TO MATCH WINDOW COLOR 1" W X 3/&'T
CURVED PICKETS
CUSTOM STEEL TOP RAIL CENTERED AND WELDED TO
W.P. MEMBRANE ADHERES TO COPPER
FLASHING WHICH EXTENDS OVER EDGE
WITH A DRIP EDGE AS SHOWN
I?
PAINTED TO MATCH WINDOW COLOR Z'W X 1/2" T
cv
F V - 8 7/8" STEEL BOTTOM STRAP
V PAINTED TO MATCH WINDOW COLOR 1"L X 1" W X 7
112" HSS COLUMN
Z. 8" L X WW X 1/2'T STEEL BASE PLATE LAG BOLTED
INTO 3X6 DECKING W1 (4) 318!' LAG-BOLTS
TURN WATERPROOFING UP STEEL STANCHION AND
PROVIDE 114" SEALANT JOINT BETWEEN STONE AND
PAINTED TO MATCH WINDOW COLOR 10W X
STEEL STANCHION
4" STONE ASSEMBLY- APPROX 2' OF
STONE OVER I a'OF GROUT OVER 11/2'
112' LX3112" H STEEL PICKETS SEE
CONC. SLAB WITH RADIANT TUBING
DRAINAGE BOARD SLOPES AT 11W PER SLOPE
V-0" CUT AROUND HSS COLUMN
ELEVATIONS FOR PLACEMENT
_N
CUSTOM STEEL TOP RAIL CENTERED AND WELDEDTO
7 3/4" 3X6 T&G DECKING
CONTINUOUS FLASHING
4X6 WOOD TRIM
COPPER STRAP @ 24- O.C.
COPPER SUPPORT@ 24" O.C.
ALIGN WITH STRAPS
8X16 JOIST RE:STRUCT.
COPPER GUTTER
71/2"
W.P. STONE DECK AND RAILING DETAIL
@ EAST SIDE OF PORTE COCHERE
1 1/211 = 11-011
2 1/2"
to
21/2"
CUSTOM STEEL TOP RAIL CENTERED AND WELDED TO
PICKET BELOW
Z.
PAINTED TO MATCH WINDOW COLOR Ir2o W X
Ir-Y'L X 31/2" H STEEL PICKETS SEE
ELEVATIONS FOR PLACEMENT
PAINTED TO MATCH WINDOW COLOR Z'W X la"T
STEEL TOP STRAP
PAINTED TO MATCH WINDOW COLOR 1/2'X 112" W X
1t2" T STEEL PICKET
PAINTED TO MATCH WINDOW COLOR 1" W X 3!13"T
CURVED PICKETS
PAINTED TO MATCH WINDOW COLOR Z'W X 112° T
V- 8 7/8" STEEL BOTTOM STRAP
PAINTED TO MATCH WINDOW COLOR 1"L X 1" W X 7
ItZ' HSS COLUMN
2" 8!'L X V'W X I/T T STEEL BASE PLATE LAG BOLTED
INTO 3X6 DECKING W1 (4) 3/W LAG-BOLTS
TURN WATERPROOFING UP STEEL STANCHION AND
PROVIDE 1/4" SEALANT JOINT BETWEEN STONE AND
STEEL STANCHION
117/8" DECK JOIST RE:STRUCT
LVL Rim JOISTS PER STRUCTURAL
DRAWINGS
CONT, STEEL ANGLE LAG- BOLT ED
INTO RIM JOIST
RE: STRUCT.
4 "' COPPER GUTTER
TYPICAL STONE VENEER ASSEMBLY
STEEL BEAM
VARIES RE.- STRUCT,
W.P. STONE DECK AND RAILING DETAIL
@ W
E S T DECK W1T H STONE
11I2V-
3- 61/2"
e-
91/2"
e-
W.P. STONE DECK A D RAILING DETAIL
�,_ aPQRTE COCHERE
\,!:j 1 1/2" = 1' -O"
CANTELIVERED W.P. STONE DECK AND
1 RAILING DETAIL
INTERIOR
CANTLEVER X 2
RE: STRUCT.
INTERIOR
— W.P. MEMBRANE CONT. MIN. 1' -6" UP
WALLS AND CONT. UNDER DOORSILL
COPPER FLASHING CONT. UNDER DOOR SILL
W/ I` LEG CONT. OUT OVER STONE
— DOOR RE: SCHED.
— LVL BLOCKING RE:- STRUCT.
— FINISHED FLOOR
RE: PLANS AND SPEC
— GYPCRETE W/ IN-FLOOR RADIANT HEAT
RE. PLANS AND SPEC
7_77-77
T.O. PLYWOOD
RE: SECTIONS / PLANS
314"T&G PLYWOOD RE: STRUCT.
14" LVL FLOOR JOIST RIPPED DOWN WITH
SLOPE AND CANTILEVERED @ DECK
RE: STRUCT.
INSULATION
RE- SPEC
14" OPE WEB JOISTS BEYOND @ 24- D.C. RE STRUCT.
JOIST HANGER
RE. STRUCT.
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
hans0berplundarchitects.com
www. berglundarchitects.com
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REVISION
No. Date Description
A
11 A
Cf)
A6.6 0
Q
Cf)
CUSTOM STEEL TOP RAIL CENTERED AND WELDED TO
PICKET BELOW
21/2"
PAINTED TO MATCH WINDOW COLOR 10W X
1/Z1
112' LX3112" H STEEL PICKETS SEE
ELEVATIONS FOR PLACEMENT
_N
CUSTOM STEEL TOP RAIL CENTERED AND WELDEDTO
PAINTED TO MATCH WINDOW COLOR Z'W X 112" T
TT—
PICKET BELOW
STEEL TOP STRAP
iV
2"
PAINTED TO MATCH WINDOW COLOR 1/2'X I/Z'W X
PAINTED TO MATCH WINDOW COLOR ln"W X
1/2"T STEEL PICKET
1/2' L X 31/2" H STEEL PICKETS SEE
ELEVATIONS FOR PLACEMENT
6
PAINTED TO MATCH WINDOW COLOR 2"W X 1/2" T
STEEL TO P STAP
PAINTED TO MATCH WINDOW COLOR 1"W X " T
M
PNTED T O MARTCH WINDOW COLOR IIZ'X 1/2"W X
CURVED PICKETS
112" T STEEL PICKET
W.P. MEMBRANE ADHERES TO COPPER
ZD
FLASHING WHICH EXTENDS OVER EDGE
WITH A DRIP EDGE AS SHOWN
PAINTED TO MATCH WINDOW COLOR 1"W X 318'T
I?
— PAINTED TO MATCH WINDOW COLOR Z'W X 112" T
CURVED PICKETS
1- 8 7/8" STEEL BOTTOM STRAP
PAINTED TO MATCH WINDOW COLOR 1"L X T' W X 7
1t2" HSS COLUMN
I?
2- 8" L X 3"W X 11T T STEEL BASE PLATE LAG BOLTED
PAINTED TO MATCH WINDOW COLOR Z'W X 112"T
INTO 3X6 DECKING W/ (4) 31W LAG-BOLTS
V - 8 7/8" STEEL BOTTOM STRAP
TURN WATERPROOFING UP STEEL STANCHION AND
PAINTED TO MATCH WINDOW COLOR I'L X I" W X 7
PROVIDE 114" SEALANT JOINT BETWEEN STONE AND
IIZ' HSS COLUMN
STEEL STANCHION
4 "' STONE ASSEMBLY- APPROX Z' OF
W X WW X ltZ'T STEEL BASE PLATE LAG BOLTED
STONE OVER 1/2" OF GROUT OVER 11/2*
INTO 3X6 DECKING W/ (4) WaP LAG-BOLTS
N
CONC. SLAB WITH RADIANT TUBING
CL
TURN WATERPROOFING UP STEEL STANCHION AND
4
V, DRAINAGE BOARD SLOPES AT Iff'PER
W
N
PROVIDE 114" SEALANT JOINT BETWEEN STONE AND
' CUT AROUND HSS COLUMN 14
N
STEEL STANCHION
4" STONE ASSEMBLY- APPROX Z* OF
STONE OVER IIZ'OF GROUT OVER 1117'
2 "l
CONC. SLAB WITH RADIANT TUBING
DRAINAGE BOARD SLOPES AT 118"' PER
AY44 gig
C14
V-0" CUT AROUND HSS COLUMN
CURVED LVL SUB FASCIA WRAPPED IN COPPER
LL
0
0
=0 z
—
— IX T&G DECKING
(a)
L
3X6 T&G PECKING
77 J771 T/T 7 T/ 7 77 7 A7 777 777 47-,7717 7 Z=7,1777 J
717 77 77-N, 7 J4
(0
CONTINUOUS FLASHING
4X6 WOOD TRIM
CANTILEVERED LVL W/ RIPPED SLOPED TOP
C14
COPPER STRAP @ 24" O.C.
COPPER SUPPORT @ 24' O.C.
C?
ALIGN WITH STRAPS
8X16 JOIST RE:STRUCT.
COPPER GUTTER
(0
3- 61/2"
e-
91/2"
e-
W.P. STONE DECK A D RAILING DETAIL
�,_ aPQRTE COCHERE
\,!:j 1 1/2" = 1' -O"
CANTELIVERED W.P. STONE DECK AND
1 RAILING DETAIL
INTERIOR
CANTLEVER X 2
RE: STRUCT.
INTERIOR
— W.P. MEMBRANE CONT. MIN. 1' -6" UP
WALLS AND CONT. UNDER DOORSILL
COPPER FLASHING CONT. UNDER DOOR SILL
W/ I` LEG CONT. OUT OVER STONE
— DOOR RE: SCHED.
— LVL BLOCKING RE:- STRUCT.
— FINISHED FLOOR
RE: PLANS AND SPEC
— GYPCRETE W/ IN-FLOOR RADIANT HEAT
RE. PLANS AND SPEC
7_77-77
T.O. PLYWOOD
RE: SECTIONS / PLANS
314"T&G PLYWOOD RE: STRUCT.
14" LVL FLOOR JOIST RIPPED DOWN WITH
SLOPE AND CANTILEVERED @ DECK
RE: STRUCT.
INSULATION
RE- SPEC
14" OPE WEB JOISTS BEYOND @ 24- D.C. RE STRUCT.
JOIST HANGER
RE. STRUCT.
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
hans0berplundarchitects.com
www. berglundarchitects.com
Uj
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Uj
0
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LLJ
Im&Aft
%W
0% Irm
14%0
0
Z
.j
.j
LL
W
_1 N
S1,
'D pm
REVISION
No. Date Description
A
11 A
Cf)
A6.6 0
Q
Cf)