HomeMy WebLinkAboutA3-1 Exterior Elevations-APPROVED 09-30-08ASPHALT SHINGLES
ALUM. FASCIA
ALUM. GUTTERS & DOWNSPOUTS
BRICK VENEER
CAST STONE BANDS
CAST STONE QUOINS
ALUMINUM VTAC LOUVER
SCONCE LIGHT
ALUM. ENTRY DOOR
BRICK VENEER
CAST STONE BASE
AT VTAC LOUVERS TYF
f
AT VTAC LOUVERS TYP. ( 1
Vnl I J 1 VIYL JVI\I\VVIYU
POOL BLDG OMITTED FOR CLARITY
4 SOUTH EL�r �T I ON SCALE: 3/3
CAST STONE ROSE
SEE DTLS ON SHT A4.8
WALL SIGN UNDER SEPARATE PERMIT PROCESS
'EYEBROW' DORMERS WITH METAL ROOF
AT PTAC LOUVERS IN
CAST STONE BASE, TYP.
ALUM. ENTRY DOOR I 1 AT PTAC LOUVERS IN
SCONCE LIGHT BRICK VENEER, TYP.
DOWNSPOUTS TO U.G. STORM SYSTEM
D 8 AT PTAC LOUVERS IN
8 CAST STONE BASE, TYP.
2
)�n ESTVATION E: 3/32" = 1' -0"
0ACT CTnnlr DOCC
LINEN CHUTE CHIMNEY
EIFS TO MATCH BRICK COLOR
AT 1 -STORY VESTIBULE
ENTRY DOORS
PEAK OF TRUSS
+43' -0 1/2"
TRUSS BEARING
-T+26;-6 1/4" -
-+TOP OF SUBFLOC
+21'-7 +21' -7 1/8 "-
TOP OF SUBFLOC
T +11' -5 1 /4"
TOP OF SLAB
LEVEL WINDOWS, TYP.
PEAK OF TRUSS 1
+43' -0 1
TRUSS BEARING 1
+29' -8 1 /4"
TOP OF SUBFLOOR 1
+21' -7 1 /8"
TOP OF SUBFLOOR
+11' -5 1 /4
— TOP OF SLAB 1
+0' -0�
MARK A. CARLSEN, ARCHITECT
_ Revisions\�����\�
OL
3
1/2" x 4" x 5/16" LLH
Q
� MIAFK 9 �_
'=
6" BEARING BOTH ENDS
T NT,
2
"= w� I �=
C.' ._..L.,J
WITH
6" BEARING BOTH ENDS
7"
x 4" x 3/8" LLV
OL
WITH
624 Cedar Hill Road NE
Albuquerque,
New Mexico 87122
Phone /Fax:
(505) 823 -4571
NOTES:
1. SEE SHEET A4.10 FOR DETAILS FOR CAST STONE KEYSTONES,
CAST STONE BASE, CAST STONE BANDS, & CAST STONE SILLS.
2. SEE COLOR BOARDS SUBMITTED TO THE CITY OF CARMEL DURING
THE SITE & PROJECT APPROVAL PROCESS FOR EXTERIOR
FINISHES AND COLORS.
3. SEE SHEET A1.1 FOR BRICK VENEER CONTROL JOINT
LOCATIONS FOR ENTIRE HEIGHT OF VENEER ON BLDG.
CA51 5IUNE SUKKUUNU, FIELU VEKIFY UKLNINU bUUKL UKULKIINU
ALUM. AUTO DOORS
,� NORTH ELEVATION
THIS CENTER SECTION OF BLDG WALL
FRAMED 62 INCHES HIGHER TO
ALLOW FOR FIT OF ELEVATOR SHAFT
UI\IVI\ YLIVLLI \, 111 .
3 EAST ELEVATION
SCALE. 3/32"
AT PTAC LOUVERS IN
CAST STONE BASE, TYP
ASPHALT SHINGLES
ALUM. FASCIA
CAST STONE SILLS
BRICK VENEER
CAST STONE BANDS
CAST STONE QUOINS
CAST STONE KEYSTONE
SOLDIER COURSE
ALUMINUM WINDOW
BRICK VENEER
CAST STONE BASE
As APPRQYBA gY WK
CA RMEL4CLri Y
FL.11dY C VMI:.SS10V
avowo"W*01.1.
METAL ROOF
STEEL STRUCTURE
CAST STONE CAP
BRICK VENEER
CAST STONE BASE
STEEL LINTEL SCHEDULE
OL
3
1/2" x 4" x 5/16" LLH
WITH
6" BEARING BOTH ENDS
OL
4"
x 4" x 5/16"
WITH
6" BEARING BOTH ENDS
7"
x 4" x 3/8" LLV
OL
WITH
12" BEARING BOTH ENDS
O
L 5"
x 4" x 3/8" LLV
WITH
6" BEARING BOTH ENDS
8"
x 4" x 7/16" LLV
OL
WITH
8" BEARING BOTH ENDS
6"
x 4" x 3/8" LLV
OL
WITH
6" BEARING BOTH ENDS
L 10" x 5" x 1/2" LLV
O
WITH
20" BEARING BOTH ENDS
L 4"
x 6" x 5/16" LLH
O
WITH
6" BEARING BOTH ENDS
L 3
1/2" x 5" x 5/16" LLH
O
WITH
6" BEARING BOTH ENDS
LLV
= LONG LEG VERTICAL
LLH
= LONG LEG HORIZONTAL
STAYBRIDGE SUITES
10675 North Pennsylvania Street
Carmel, Indiana 46032
EXTERIOR ELEVATIONS
DATE: SEPTEMBER 1, 2008
A3.1
2_c�,2_ -A mt vv cl) /3�1) L�
STEPS FOR INSTALLATION:
OCUT PROTECTION FLASHING TO
APPROXIMATE SIZE SHOWN AND
STAPLE INTO PLACE AT BOTTOM OF
ROUGH OPENING.
IMPORTANT:
HOUSE WRAP SHOULD ONLY BE
STAPLED ALONG THE TOP EDGE.
O CUT "BANDAGES" TO APPROXIMATE
SIZE SHOWN.
PEEL PROTECTIVE BACKER FROM
MEMBRANE AND INSTALL DIAGONALLY AT
SILL CORNERS AS SHOWN. SHEATHING OR
HOUSE WRAP SHOULD NOT BE VISIBLE
AT THE CORNERS OF THE ROUGH OPENING.
O3 CUT A PIECE OF PROTECTION FLASHING MEMBRANE
8" (20 CM) LONGER THAN THE ROUGH OPENING WIDTH
MAKE TWO SMALL CUTS 2" (5CM) LONG
THROUGH THE MEMBRANE AS SHOWN.
O4 FOLD MEMBRANE TO CONFORM WITH ROUGH
OPENING.
PEEL PROTECTIVE BACKER FROM MEMBRANE TO
EXPOSE ADHESIVE.
O5 INSTALL THE "SELF STICKING" MEMBRANE AT
THE ROUGH OPENING. MEMBRANE SHOULD LAP
OVER THE PREVIOUSLY INSTALLED "BANDAGES"
AND HOUSE WRAP.
O6 CUT PROTECTIVE FLASHING TO FIT ROUGH
OPENING JAMB.
FOLD
OL
�
Q
o
w
(
12
WITH
6" BEARING BOTH
ENDS
OL
4"
x 4" x 5/16"
FOLD
=
z_
ENDS
OPENING
L 7"
x 4" x 3/8" LLV
z
O
WITH
D
w
O
7
O
a_
WITH
of
O
AT VTAC LOUVERS TYP.
PEAK OF
+43' -0 1,
TRUSS BE,
T +29' -8 1,
TOP OF St
+21' -7 1/
AT PTAC LOUVERS IN
BRICK VENEER, TYP,
TOP OF SL
_T_O_P OF SL
T +0' -o " --
i
N
SECTION
OFOLD PROTECTIVE FLASHING INTO ROUGH OPENING.
BOTTOM LEG MUST OVERLAP FIRST LAYER
AS SHOWN. DO NOT STAPLE IMMEDIATELY BELOW
THE SILL /JAMB CORNERS.
O8 AFTER THE STRIPS OF PROTECTIVE FLASHING HAVE
BEEN INSTALLED AT THE SILL AND JAMBS AS SHOWN,
THE WINDOW CAN BE INSTALLED.
OFLASHING SHOULD BE FABRICATED IN THE
PROFILE SHOWN.
INSTALLATION OF METAL FLASHING:
10 LENGTH OF THE FLASHING IS DEPENDENT ON THE
TYPE OF WINDOW USED. SECTION A -A
ILLUSTRATES THE TYPE OF WINDOW. FLASHING
SHOULD BE INSTALLED AS ILLUSTRATED. FOR ANY
UNUSUAL CONDITION PLEASE CONTACT MANUFACTURERS
TECHNICAL SERVICES.
11 INSTALL ROLLS OF PROTECTION FLASHING HORIZONTALLY
IN A SHINGLE FASHION. EACH SUCCEEDING COURSE
SHOULD OVERLAP THE PREVIOUS COURSE BY
2" (5 CM) MINIMUM.
12 CONTINUE TO LAP EACH SUCCEEDING COURSE AS
ILLUSTRATED FOR POSITIVE DRAINAGE.
WHERE VERTICAL SPLICES OCCUR, LAP THE HOUSE
WRAP A MINIMUM OF 6" (15 CM).
VERTICAL SPLICES IN THE BUILDING PAPER SHOULD
NOT OCCUR WITHIN 2 FEET (61 CM) OF THE WINDOW
JAMBS.
NOTE THAT THE SUCCEEDING COURSES LAP OVER
THE REMAINDER OF THE HOUSE WRAP STRIPS AND
THE METAL FLASHING AT THE HEAD.
w
7 FLASHING DETAILS
SCALE: N.T.S.
WINDOW
ROUGH OPENING
(4 "x6" MIN.
BANDAGES
OL
10
U
cwn
(
12
WITH
6" BEARING BOTH
ENDS
OL
4"
x 4" x 5/16"
WINDOW
WITH
WINDOW
ENDS
O
L 7"
x 4" x 3/8" LLV
O
WITH
12" BEARING BOTH
ENDS
O
7
x 4" x 3/8" LLV
WITH
6" BEARING BOTH
ENDS
OL
8"
x 4" x 7/16" LLV
11'
8" BEARING BOTH
MIN.
-0'i
7 FLASHING DETAILS
SCALE: N.T.S.
WINDOW
ROUGH OPENING
(4 "x6" MIN.
BANDAGES
NOTE:
11
PROTECTION FLASHING MEMBRANE
SHALL BE " PROTECTO WRAP" AS
MANUFACTURED BY PROTECTO WRAP
CO. (800- 759 -9727) OR EQUIVALENT
APPROVED BY ARCHITECT.
CAST STONE KEYSTONE, 4 1/8" THICK
CAST STONE SURROUND = BRICK THICKNESS
8" 7' -6 1/2 g»
I
d
RADIUS
0 8' -9 1/4"
N
O
c)
I
O
I
POOL
CAST STONE KEYSTONE DETAIL
SCALE: 3/8' = 1' -0"
REAR VIEW
4 POOL BLDG ELEVATION
SCALE: 3/32"
COURTYARD ELEVATION
ELEVATION
SCALE: 3/32" = 1' -0"
CAST STONE ROSE
SEE DTLS ON SHT A4.8
ASPHALT SHINGLES
ALUM. GUTTERS & DOWNSPOUTS
ALUM. FASCIA
CAST STONE SILLS
BRICK VENEER
CAST STONE BANDS
CAST STONE QUOINS
CAST STONE KEYSTONE
SOLDIER COURSE
ALUMINUM WINDOW
BRICK VENEER
CAST STONE BASE
N
TYP.
vu ii Iv v.u. JIV�M SYSTEM
I VVL IIVUJL UU1114LUIIVIV
PEAK OF TRUSS
T +23'- 3.' - - --
_.TO_P OF SUBFLOOf
7+13' =4 °; - - - --
TOP OF SLAB
+0 -o
N
N
I
n ACT CTnAlr I/r VCTnAlr A 1 /0" TI IIn1/
1ICKNESS
GREATROOM CENTER /WIDE WINDOW
CAST STONE KEYSTONE DETAIL
SCALE: 3/8'
COURTYARD ELEVATION
z yn STLEnTION
E. 3/32 -
COURTYARD VIEW
5 POOL BLDG ELEVATION
SCALE: 3/32" = 1' -0"
KEYSTONE AT FIRST
LEVEL WINDOWS, TYP.
PEAK OF TRUSS
+43' -0 1 /
TRUSS BEARING
- -- +29' -8 1/4"T
TOP OF SUBFLOOR
----- +21' -7 1 /
AT PTAC LOUVERS IN
BRICK VENEER, TYP.
TOP OF SUBFLOOR
+11' -5 1 /
TOP OF SLAB
------ - +0' -0
AT PTAC LOUVERS IN
CAST STONE BASE, TYP.
S IN
E, TYP.
N
N
I
nncT cTn Ir vrv0rnn1[7 4 1/8" THICK
JND = BRICK THICKNESS
GREATROOM SIDE /NARROW WINDOW
CAST STONE KEYSTONE DETAIL
SCALE: 3/8' = 1' -0"
A1_UM. GUTTERS & DOWNSPOUTS
>PHALT SHINGLES
_UM. FASCIA
\ST STONE KEYSTONE
)LDIER COURSE
aST STONE QUOINS
.UMINUM WINDOW
SICK VENEER
SST STONE BASE
END VIEW
6 POOL BLDG ELEVATION
SCALE: 3/32" 1' 0"
LIMESTONE KEYSTONE SHAPE
BRICK SOLDIER COURSE
0
0
WINDOW OR DOOR OPENING
WINDOW & DOOR HEADS, SIM.
CAST STONE KEYSTONE DETAIL
SCALE: N.T.S.
MARK A. CARLSEN, ARCHITECT
Revisions
OF
2L iV :; R1K
Q 0 A N T r 1 �Y
CAIRLSEN
;r H
624 Cedar Hill Road NE
Albuquerque, New Mexico 87122
Phone /Fax: (505) 823 -4571
NOTES:
1. SEE SHEET A4.10 FOR DETAILS FOR CAST STONE KEYSTONES,
CAST STONE BASE, CAST STONE BANDS, & CAST STONE SILLS.
2. SEE COLOR BOARDS SUBMITTED TO THE CITY OF CARMEL DURING
THE SITE & PROJECT APPROVAL PROCESS FOR EXTERIOR
FINISHES AND COLORS.
3. SEE SHEET A1.1 FOR BRICK VENEER CONTROL JOINT
LOCATIONS FOR ENTIRE HEIGHT OF VENEER ON BLDG.
STEEL LINTEL SCHEDULE
OL
3
1/2" x 4" x 5/16"
LLH
12
WITH
6" BEARING BOTH
ENDS
OL
4"
x 4" x 5/16"
WINDOW
WITH
6" BEARING BOTH
ENDS
O
L 7"
x 4" x 3/8" LLV
O
WITH
12" BEARING BOTH
ENDS
O
7
x 4" x 3/8" LLV
WITH
6" BEARING BOTH
ENDS
OL
8"
x 4" x 7/16" LLV
WITH
8" BEARING BOTH
ENDS
O
L 6"
x 4" x 3/8" LLV
WITH
6" BEARING BOTH
ENDS
NOTE:
11
PROTECTION FLASHING MEMBRANE
SHALL BE " PROTECTO WRAP" AS
MANUFACTURED BY PROTECTO WRAP
CO. (800- 759 -9727) OR EQUIVALENT
APPROVED BY ARCHITECT.
CAST STONE KEYSTONE, 4 1/8" THICK
CAST STONE SURROUND = BRICK THICKNESS
8" 7' -6 1/2 g»
I
d
RADIUS
0 8' -9 1/4"
N
O
c)
I
O
I
POOL
CAST STONE KEYSTONE DETAIL
SCALE: 3/8' = 1' -0"
REAR VIEW
4 POOL BLDG ELEVATION
SCALE: 3/32"
COURTYARD ELEVATION
ELEVATION
SCALE: 3/32" = 1' -0"
CAST STONE ROSE
SEE DTLS ON SHT A4.8
ASPHALT SHINGLES
ALUM. GUTTERS & DOWNSPOUTS
ALUM. FASCIA
CAST STONE SILLS
BRICK VENEER
CAST STONE BANDS
CAST STONE QUOINS
CAST STONE KEYSTONE
SOLDIER COURSE
ALUMINUM WINDOW
BRICK VENEER
CAST STONE BASE
N
TYP.
vu ii Iv v.u. JIV�M SYSTEM
I VVL IIVUJL UU1114LUIIVIV
PEAK OF TRUSS
T +23'- 3.' - - --
_.TO_P OF SUBFLOOf
7+13' =4 °; - - - --
TOP OF SLAB
+0 -o
N
N
I
n ACT CTnAlr I/r VCTnAlr A 1 /0" TI IIn1/
1ICKNESS
GREATROOM CENTER /WIDE WINDOW
CAST STONE KEYSTONE DETAIL
SCALE: 3/8'
COURTYARD ELEVATION
z yn STLEnTION
E. 3/32 -
COURTYARD VIEW
5 POOL BLDG ELEVATION
SCALE: 3/32" = 1' -0"
KEYSTONE AT FIRST
LEVEL WINDOWS, TYP.
PEAK OF TRUSS
+43' -0 1 /
TRUSS BEARING
- -- +29' -8 1/4"T
TOP OF SUBFLOOR
----- +21' -7 1 /
AT PTAC LOUVERS IN
BRICK VENEER, TYP.
TOP OF SUBFLOOR
+11' -5 1 /
TOP OF SLAB
------ - +0' -0
AT PTAC LOUVERS IN
CAST STONE BASE, TYP.
S IN
E, TYP.
N
N
I
nncT cTn Ir vrv0rnn1[7 4 1/8" THICK
JND = BRICK THICKNESS
GREATROOM SIDE /NARROW WINDOW
CAST STONE KEYSTONE DETAIL
SCALE: 3/8' = 1' -0"
A1_UM. GUTTERS & DOWNSPOUTS
>PHALT SHINGLES
_UM. FASCIA
\ST STONE KEYSTONE
)LDIER COURSE
aST STONE QUOINS
.UMINUM WINDOW
SICK VENEER
SST STONE BASE
END VIEW
6 POOL BLDG ELEVATION
SCALE: 3/32" 1' 0"
LIMESTONE KEYSTONE SHAPE
BRICK SOLDIER COURSE
0
0
WINDOW OR DOOR OPENING
WINDOW & DOOR HEADS, SIM.
CAST STONE KEYSTONE DETAIL
SCALE: N.T.S.
MARK A. CARLSEN, ARCHITECT
Revisions
OF
2L iV :; R1K
Q 0 A N T r 1 �Y
CAIRLSEN
;r H
624 Cedar Hill Road NE
Albuquerque, New Mexico 87122
Phone /Fax: (505) 823 -4571
NOTES:
1. SEE SHEET A4.10 FOR DETAILS FOR CAST STONE KEYSTONES,
CAST STONE BASE, CAST STONE BANDS, & CAST STONE SILLS.
2. SEE COLOR BOARDS SUBMITTED TO THE CITY OF CARMEL DURING
THE SITE & PROJECT APPROVAL PROCESS FOR EXTERIOR
FINISHES AND COLORS.
3. SEE SHEET A1.1 FOR BRICK VENEER CONTROL JOINT
LOCATIONS FOR ENTIRE HEIGHT OF VENEER ON BLDG.
STEEL LINTEL SCHEDULE
OL
3
1/2" x 4" x 5/16"
LLH
WITH
6" BEARING BOTH
ENDS
OL
4"
x 4" x 5/16"
WITH
6" BEARING BOTH
ENDS
O
L 7"
x 4" x 3/8" LLV
WITH
12" BEARING BOTH
ENDS
O
L 5"
x 4" x 3/8" LLV
WITH
6" BEARING BOTH
ENDS
OL
8"
x 4" x 7/16" LLV
WITH
8" BEARING BOTH
ENDS
O
L 6"
x 4" x 3/8" LLV
WITH
6" BEARING BOTH
ENDS
OL
10"
x 5" x 1/2" LLV
WITH
20" BEARING BOTH
ENDS
OL
4"
x 6" x 5/16" LLH
WITH
6" BEARING BOTH
ENDS
OL
3
1/2" x 5" x 5/16"
LLH
WITH
6" BEARING BOTH
ENDS
LLV
= LONG LEG VERTICAL
LLH
= LONG LEG HORIZONTAL
STAYBRIDGE SUITES
10675 North Pennsylvania Street
Carmel, Indiana 46032
EXTERIOR ELEVATIONS
DATE: SEPTEMBER 1, 2008
A3.2