MA 2022-0005 Dammeier Residence at 52721 Meriwether Way (06.01.2022)
June 1, 2022
Andrew McClure
McClure Homes
78-080 Calle Amigo Ste 200/201
La Quinta, CA 92253
SUBJECT: MINOR ADJUSTMENT 2022–0005 52721 MERIWETHER WY
ROOF HEIGHT ADJUSTMENT
Dear Mr. McClure:
The Design and Development Department has reviewed your Minor Adjustment
application (MA 2022-0005), pursuant to Section 9.210.040 of the City of La Quinta
Zoning Code.
REQUEST:
Grant up to a 10% adjustment to increase the maximum height allowed for a new
single-family home located at 52721 Meriwether Wy. The maximum height is being
adjusted from 28’ to 28’ and 5” measured from finish grade, per the attached
exhibit. The proposed height increase is only a 1.5% change.
DECISION:
Approval is granted for the requested adjustment based on the following findings
and subject to the conditions of approval listed below:
1. Minor Adjustment 2022-0005 is consistent with the La Quinta General Plan, in
that the proposal does not alter the approved land use for the property or
affect land use on surrounding similar properties.
2. Minor Adjustment 2022-0005 is consistent with the intent of the La Quinta
Zoning Code in that the requested adjustment will be conditioned to comply
with all other development standards as required under said Zoning Code.
3. Processing and approval of Minor Adjustment 2022-0005 is in compliance with
the California Environmental Quality Act. The adjustment requested falls
under CEQA Guidelines Section 15305(a) as a “Minor Alterations to Land” -
Class 5 Categorical Exemption.
4. Approval of Minor Adjustment 2022-0005 is not detrimental to the public
health, safety and general welfare, nor injurious or incompatible with other
properties and land use in the vicinity. The adjustment has no impact on
health or safety issues and will not affect physical land use characteristics in
the vicinity. The adjustment will be compatible with the architectural styles
of the existing single-family homes.
CONDITIONS OF APPROVAL:
1. A building permit (BRES2021-0909) shall be obtained prior to construction.
The proposed construction shall comply with all other development standards
as required under the La Quinta Zoning Code.
Please be advised that the City only approves three Minor Adjustments per lot,
regardless of the percentage of the development standard adjusted. This approval
relates only to the minor adjustment referenced herein and does not imply any
entitlement or approval of a building permit for any structures shown on the plans
on file. This approval consists of only one Minor Adjustment, as previously
described. All other development standards of the La Quinta Zoning Code are
applicable and shall be adhered to in preparing plans for building plan check.
Thank you for your attention to these items, and if you have any questions, please
contact me directly at (760) 777-7086 and/or at sfernandez@laquintaca.gov .
Sincerely,
Sijifredo Fernandez
Associate Planner
Design and Development
5/06/2022
La Quinta BLDG Dept.
MINOR ADJUSTMENT #MA2022-0005
52721 MERIWETHER WAY LA QUINTA, CA 92253
DESCRIPTION OF MINOR ADJUSTMENT REQUEST
The sloping shed roof over the partial second story of this custom residential project has an
elevation of 28’-5” at its highest point and measured from finish grade (which is the same as pad
elevation in this case). This only occurs at one point along the West ridge line and from there
slopes down to an elevation of 24’-8.5”.
Per La Quinta Municipal Code 9.50 – Zone RL (as indicated in the plan check corrections) the
maximum building height for residential projects is 28’-0”. With a minor adjustment allowance of
up to 10% deviation from this code, the maximum building height would allow for an elevation of
30’-9.5”.
With an approved minor adjustment for this project, the proposed roof line would still be under
the maximum allowed by 2’-4.5”. We have designed this ridge line to extend out at its current
height to create the best possible sun shading and head height clearance for the users.
LOT 38
TRACT 33076-2
(MB 393/61-80)
(PAD = 996.7)
(FF = 997.20)
EXISTING RESIDENCE
LOT 41
TRACT 33076-2
(MB 393/61-80)
(PAD = 993.2)
(FF = 993.70)
UNDER CONSTRUCTION
(9 9 0 .1 5 C U L V )
(9 8 9 .0 3 I N V )
(9 8 9 .9 6 C U L V )
(9 8 8 .9 5 I N V )(CULVERT)MMDN
GAS\990991992993994995996996995008997997992
994(990)(990)(996)(99 6 )(994)(993)(992)(991)(990)(995)(994)(993)(991)(992)(993)(994)(995)(995)
(995)
(995)
(995)(995)(995)(995)(995)(995)
(994)
(9 9 4 )
(994)
(994)
(993)
(994)(9 9 4 )(9 9 4 )(994)
(995)
(994)(9 9 4 )(994)(993)(989)(991)(992)(993)(994)(996)(997)(998)(998)(996)(997)
(995)
(997)
(994)
(996)
(995)
(992)
(993)(994)(996)(995)(989)(990)(991)(992)(993)(994)(991)(992)(994)(996)(9 9 7 )(998)(995)(996)
(995)
(994)(997)(996)(995)(998)(997)(996)(995)(991)(992)(
9
9
1
)(992)(993)(994)(995)(996)(997)(998)(998)(997)(996)(994)
(996)
(995)(992)(994)(995)(996)(997)(9 9 8 )(992)(993)(994)
(995)
(996)(997)(996)
(996)
(9 9 6 )
(996)(996)(990)(995)(991)(990)(995)(993)(990)(990)9939929 9 2
9919909919929939949 9 4
995
994
996
995.2
52ND AVE.MONROE ST.MADISON ST.HIDEAW AYCOLUMBUS WAYAMUNDSON AVE.ROSS AVE.PEARY PL.
54TH AVE.HUMBOLDT BLVDPIKE PLFREMONT WY
BAFFIN AVEMERIWETHER WYRANCHO SANTANA
HIDDEN LINKS DR.DAY STAR DR.
THROUGHBRED
TRAIL
WHISPERING DR.CHARISMATIC WAY
RICOCHET WAY
ALEGRE ALEGRECONTENTO
PALAZODAY STAR DR.
SITEROSS AVE.G O LFCLUBSITE AREA:44,080 S.F.
20.9%LOT COVERAGE:
HABITABLE LEVEL 1 MAIN:
HABITABLE LEVEL 1 CASITA:
SUBTOTAL:
HABITABLE LEVEL 2:
TOTAL HABITATABLE:
6,459 S.F.
1,245 S.F.
7,704 S.F.
1,538 S.F.
9,242 S.F.
GARAGE / MECH: 1,546 S.F.
GROSS FLOOR AREA: 10,788 S.F.
17%LEVEL 2 COVERAGE:
COVERED PATIO AREA: 1,767.03 S.F.
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEP R O P O S E D S IN G L E F AM IL Y R E S ID E N C E
L O T 3 9 B & 4 0 B
A P N : 7 7 9 -4 1 0 -0 2 9 & 7 7 9 -4 1 0 -0 3 0
S I T E AR E A: 4 4 ,0 8 0 S F / 1 .0 1 1 AC R E S
M AI N L E V E L F .F . E L E V . = 9 9 5 .7 0 '
M A S T E R F .F . E L E V . = 9 9 7 .2 0 '
G AR AG E E L E V . = 9 9 5 .7 0 '
E X IS T IN G P AD E L E V . = 9 9 5 .2 0 '
M O T O R C O U R T
E N T R Y W AL K
C O V 'D
L AN AI
T .O .S . = 9 9 5 .7 0 '
S W I M M I N G P O O L
P O O L C O P I N G = 9 9 5 .5 5 '
W .S .E . = 9 9 5 .0 5 '
L AW N
T .O .S . = 9 9 7 .2 0 '
D R I V E -T H R U
E L E V . = 9 9 4 .0
(V A R IE S )
O U T D O O R
K I T C H E N
E L E V . = 9 9 5 .7 0 '
SUNKEN PICKLEBALL / BASKETBALL SPORT COURTT.O.S. = 992.20' (VARIES)
ASSOCIATION FRONT SETBACK
75'-6" (VARIES)
C O V 'D E N T R Y
C O V 'D
P AT I O
E L E V . = 9 9 4 .2 0 '
MECH. YARD
MECH.
YARD/REFUSE
F I R E L O U N G E
T .O .S . = 9 9 6 .8 8 'R=L=116.83'714.00'78° 50' 33"233.58'
N
W
R=L=80.72'1146.00'69° 42' 09"274.15'
S
E21° 24' 41"156.22'SWDN
DN
AUTOMATED
GATE W/
KNOX BOX
AUTOMATED
GATE W/
KNOX BOX
D N
D N
AMPITHEATER SEATING
U P
MECHANICAL SETBACK
MERGER SETBACK15' - 0" ASSOC. LOTTRANSITION SETBACK
30' - 0"
AREA SETBACK
10' - 0" NATURAL
5' - 0"5' - 0"C AS I T A
F .F . E L E V . = 9 9 5 .7 0 '
4 C AR G AR AG E
M AS T E R B E D R O O M
F .F . E L E V . = 9 9 7 .2 0 '
M AI N L E V E L
F .F . E L E V . = 9 9 5 .7 0 '
W I N E /B AR
F .F . E L E V . = 9 9 3 .2 0 '(E) TELECOM.
(E)
TELECOM.
(E)
TV.(E) ELEC.
BOX
(E) WTR. VLV (E) FIRE HYDRANT
(E) WATER
METER
(E) WATER
METER
TRASH AREA
MUST BE ACCESIBLE
TRHOUGH AN
UNLOCKED GATE
POOL EQUIP.
M AS T E R
P AT I O
CUSTOM ROCK WATER
FALL
S M O K E R
U N D E R
C O U N TE R
R E F .
B B Q .
S IN KSPA
G AM E R O O M
F .F . E L E V . = 9 9 4 .2 0 '
U P.
D N
UP.
B AJ A S H E L F
38 ' - 11 1 /2 "
6' - 0 "
C O R -T E N S T L .
LO W W A L L
2' - 7 3/4"
6' - 9 3 /4 "4' - 3"6' - 9 3/4"0' - 4 "
19 ' - 1 1/2"
C O R -TE N S T L.
L O W W AL L
9' - 8 1/2"
23 ' - 6 "20' - 7 1/2"1001.20' T.O.W.
SETBACK FOR ALL
MECH. EQUIP.
INSTALLATION
EXISTING PROPERTY LINE
WALL ON ADJACENT
PROPERTY TO REMAIN
EXISTING PROPERTY LINE
WALL ON ADJACENT
PROPERTY TO REMAIN
4' - 0 "
17 ' - 6"4' - 0 3/4"
COR-TEN
STL. LOW
WALL
51' - 0 3/4"
29' - 11 3/4"
57' - 8 1/4"21' - 10"14' - 6 1/4"20' - 5"38 ' - 4 1/4"
63' - 4"
996.00' T.O.W.
997.20' T.O.W.
32 ' - 5 1/2"
7' - 0 "
W A T E R FE A TU R E
995.45' T.O.W.
1001.20' T.O.W.
998.70' T.O.W.
ELEV. = 995.70'
A C U N I T T Y P.
P O O L
E Q UIP.
TRASH AREA MUST BE
ACCESIBLE TRHOUGH AN
UNLOCKED GATE
1 2 3 4
1
2
3
1
1 2 3
1
2
3
4
5
DN
6
1
2
3
4
1234
P .A.
1
2
3
4
1234
P .A.
SETBACK FOR ALL MECH. EQUIP. INSTALLATION
995.70' T.O.W.
COR-TEN STL. LOW WALL
LAWNF.F. ELEV. = 995.70'
W A T E R
F EA T U RE
GR A VEL
PATH
P .A .
LAWN
LAWN
P .A.
P .A.ROOF ABOVEROOF ABOVER O OF A B O V EROOF ABOVER O O F A B O V E
998.00' T.O.W.
23 ' - 0 "
26 ' - 3 "20' - 6 1/2"C O V 'D P AT I O
SLO P E 1/4" P E R FT .P LA N T E R
F IR EP IT
4" HIGH
AUTOMATICALLY
ILLUMINATED BLDG.
ADDRESS NUMBERS
L ED ST R IP L I G H T
UN D E R S T AIR S , TY P .
INFINITY POOL TROUGH
POOL VESSEL
G05
5'-6" HIGH CMU WALL
W/STUCCO FINISH, AROUND MECH./TRASH
ENCLOSURE
8' - 8 3/4"UP12
PLANTER TYP.
5'-6" HIGH CM U
W ALL W /ST UCC O
FIN IS H
LOW CMU
WALL WITH
STONE FINISH
996.00' T.O.W.
POOL
COPING
G01
6' - 1 1/4"8' - 0 "4' - 0 "4' - 1 1/4"GAS METER
PARKING 9'x10'
FIREPIT 12' - 2 3/4"8' - 6 "
AC UNIT TYP.
1001.20' T.O.W.
F.F. ELEV. = 995.70'
41' - 5"12' - 6"18 ' - 0 "9' - 0"9' - 0"9' - 0"9' - 0"P A RKIN G
9 'x10'
P A RKIN G
9 'x10'
P A RKIN G
9 'x10'
5
G07
36' - 6 1/4"
999.14 T.O.W.
999.13 T.O.W.
999.16 T.O.W.
999.13 T.O.W.
999.16 T.O.W.
999.13 T.O.W.
999.13 T.O.W.
999.25 T.O.W.
999.24 T.O.W.
999.20 T.O.W.
997.16 T.O.W.
997.20 T.O.W.
999.52 T.O.W.
999.52 T.O.W.
999.54 T.O.W.
1001.56 T.O.W.
1002.19 T.O.W.
1002.14 T.O.W.
1002.43 T.O.W.
1002.11 T.O.W.
1002.11 T.O.W.
1002.02 T.O.W.
1002.06 T.O.W.
1002.06 T.O.W.
G03
37' - 0"
1000.70' T.O.W.
998.70' T.O.W.
998.70' T.O.W.
1001.20' T.O.W.H.O.A. SETBACK7' - 6"MERGER SETBACK15' - 0" ASSOC. LOTH.O.A. SETBACK7' - 6"G U E S T
P AR K I N G
G04
G AR D E N
P .A.
S P A
R E F L E C T I O N P O O L
P .A.
P .A.
OUTDOOR CABINETRY
MERIWETHER WAY997.20' T.O.W.
1001.56' T.O.W.
28' - 3 3/4" EXISTING PROPERTY LINE WALL TO BE EXTENDED
7' - 4 3/4"
125' - 11"
29' - 4 1/4"
PAR K ING
9'x1 0 '
G06
7' - 11 1/2"13 ' - 6 1/4"12' - 2 1/4"8' - 11 1/2"32' - 4"2' - 0"
2' - 0"
3' - 2"3' - 1 1/2"3' - 2"3' - 1 1/2"3' - 2"
7' - 1 1 "
18 ' - 0 "4' - 6"6' - 0 "6' - 0 "12 ' - 2 3/4"
1' - 6 "
1' - 6 "
1' - 6 "5' - 6"3' - 3 1/2"4' - 2 "14 ' - 1 1/4"8' - 7 1/4"1' - 0 1/4"7' - 7 3/4"11' - 0"5' - 10"8' - 0"5' - 5 1/2"9' - 0"4' - 6"18' - 6"1' - 6"1' - 0 "5' - 6 "16' - 4"14' - 1"26' - 6"3' - 4 1/2"7' - 9 1 /2 "
8' - 1 1 1/4"2' - 2 1 /2 "19' - 1"2' - 6"6' - 7 1/4"7' - 0"6' - 10 3/4"6' - 4 "
15 ' - 6 "
11 ' - 0"
5' - 5 1 /2 "5' - 0 "10' - 0"1
1
1
LOW CMU
WALL WITH
STONE FINISH
998.70' T.O.W.
998.70' T.O.W.3' - 2"19' - 11 1/2"11' - 7 3/4"13' - 4"G02
CU-3 CU-9
CU-2 CUI
CU-4
CU-5
CU-6
CU-7
CU-8B
CU-8A
POOL EQUIPMENT ELECTRICAL PANEL
POOL EQUIPMENT
ELECTRICAL PANEL COURT SETBACK10' - 0"995.70' T.O.W.
LOW C MU W ALL
W /ST O NE FINISH
3
UP
1234
1
S LOPE 1/4" PER F T.
S LOPE 1/4" PER F T.
996.00' T.O.W.
S LOPE 1/4" PER F T.0.5% SLOPE0.5% SLOPE33' - 7"5' - 5 1/4"1 1 ' - 8 1 /4 "3' - 0"SIDEYARD PATHWAY TO PROVIDE 36" CLEAR UNLOCKED, AND UNOBSTRUCTED FIRE ACCES1
S LOPE 1/4" PER F T.
997.70' T.O.W.
997.70' T.O.W.
997.20' T.O.W.
S LO P E 1/4 " P E R F T .
SITE WALLS
PROPOSED BUILDING
123 EXISTING GROUND
CONTOUR AND LEVEL
NEW GROUND
CONTOUR AND LEVEL123
LINE OF ROOF ABOVE
INTERIOR WALLS
PROPOSED WATER
FEATURE
PROPOSED
LANDSCAPE/PLANTER
PROPOSED HARDSCAPE
PROPOSED
DRIVEWAY / MOTOR
COURT FLOOR
10'-0"
A.F.F.
INDICATES SPOT ELEVATION
INDICATES POOL VESSEL
WALL BY OTHERS (NOT
RETAINING)
INTERIOR WALLS
ABOVE FINISH FLOOR
T.O.S.TOP OF SURFACE
T.O.W.TOP OF WALL
#DOOR TYPE, SEE
SCHEDULE.
REVISIONS
ISSUE DATE
BLDG. SUBMITTAL 2
PREPARER:
Mark McClure
858-775-1032
markmc50@gmail.com
78-080 Calle Amigo, Ste 201
La Quinta, CA 92253
-12.30.21 BLDG. SUBMITTAL 1
No.Date Description
1 04.29.22 BLDG. SUBMITTAL 2
SITE PLAN
A1.0
04.29.2022DAMMEIER RESIDENCE52721 & 52763 Meriwether Way, La Quinta, CA 92253NORTH
VICINITY MAP
AREA TABULATION
SCALE 1" = 10'-0"1 SITE PLAN
LEGEND
NORTH
1
1
GENERAL NOTES:
1. ARROWS ON ROOF PLAN INDICATE MIN. SLOPE TO DRAIN (TYP.)
2. USE 26-GAUGE MINIMUM GALVANIZED ROOF FLASHING.
3. OVERFLOW DRAINS TO BE CONNECTED TO INDEPENDENT DRAINLINES
FROM THE ROOF DRAIN LINES.
4. PROVIDE RADIANT BARRIER BACKING ON ALL PLYWOOD ROOFSHEATHING
5. PROVIDE A CLASS I OR II VAPOR BARRIER ON THEWARM-IN-WINTER SIDE OF
THE CEILING
6. PROVIDE COOL ROOF PER CF-1R.
7. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-
RESISTANT METAL MESH WITH 1/16” MINIMUM TO ¼” MAXIMUM OPENINGS.
SECTION R806.1.
FLAT ROOFING (1/4" PER FT. min):
1. 'CLASS A' 3-PLY MODIFIED SBS BITUMEN (HOT-MOPPED)MEMBRANE
ROOFING.
2. BASE: GAF RUBEROID SBS DUAL SMOOTH MEMBRANE (ICCESR-1274)
3. CAP SHEET: GAF RUBEROID ENERGY CAP SBS 30 FR (ICC ESR-1274)OR
APPROVED EQUIVALENT.
4. BALLAST TO BE APPROVED BY ARCHITECT
VELUX SKYLIGHTS:
1. "CLASS A" SINGLE PLY TPO ROOF MEMBRANE ESR 1636.
2. SKYLIGHT ICC ESR3177 BY KINGSPAN LIGHT + AIR LLC
SOLAR PANELS:
1. PANELS FACE AZIMUTHTH 180 DEG..
2. 55 SERAPHIM SIII SERIES SEG-365-BMB-HV 365 WATTS SOLAR MODULES
A6.12
A6.2
A6.2
A6.1
1
2
1
1
1
22
44
55
77
88
A
A
C
C
D
D
E
E
F
F
H
H
L
L
N
N
2
A7.1
4
A7.2
7
A7.3
5
A7.2
6
A7.2
8
A7.3
3
A7.1
1
A7.1
3/4" / 1'-0" SLOPE
3/4" / 1'-0" SLOPE
OPEN
OPEN
99
K
K
G
G
J
J
66
1414
OPEN
MERGER SETBACK15' - 0" ASSOC. LOTTRANSITION SETBACK
30' - 0"
M
M
1313
I
I
1
A11.5
2
A11.5
3
A11.5
4
A11.5
5
A11.5
6
A11.5
7
A11.5
9
A11.5
8
A11.5
10
A11.5
11
A11.5
12
A11.5
13
A11.5
14
A11.5
15
A11.5
MATCH
LINE
MATCH
LINE
/1 A4.6
/1 A4.7
/1 A4.6
/1 A4.7
B
B
2
A7.4
1010
33
1212
1111
4
A11.6
4
A11.6
4
A11.6
9
A11.6
6
A11.6
ASSOCIATION FRONT SETBACK
65' - 0" (VARIES)H.O.A. SETBACK7' - 6"MERGER SETBACK15' - 0" ASSOC. LOTPROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINEMECHANICAL SETBACK
MECHANICAL SETBACK 5' - 0"AREA SETBACK
10' - 0" NATURAL
5' - 0"H.O.A. SETBACK7' - 6"9
A11.6
9
A11.6
9
A11.6
1
1
3/4" / 1'-0" SLOPE
3/4" / 1'-0" SLOPE
9
A7.3
3/4" / 1'-0" SLOPE
3/4" / 1'-0" SLOPE
1
1
1
1
28' - 5" MAX. BLDG. HEIGHT SPOT
(MEASURED TO PAD)
1
REVISIONS
ISSUE DATE
BLDG. SUBMITTAL 2
PREPARER:
Mark McClure
858-775-1032
markmc50@gmail.com
78-080 Calle Amigo, Ste 201
La Quinta, CA 92253
-12.30.21 BLDG. SUBMITTAL 1
No.Date Description
1 04.29.22 BLDG. SUBMITTAL 2
ROOF PLAN HIGH
A4.2
04.29.2022DAMMEIER RESIDENCE52721 & 52763 Meriwether Way, La Quinta, CA 92253NORTH
ROOF PLAN NOTES FLAT ROOF VENT DETAIL
SCALE 1/8" = 1'-0"1 Roof Plan - High
1
LEVEL 1 -F.F.
0' -0"
LEVEL 2 -F.F.
14' -6"
BUILDING PAD
-0' -6"
LEVEL 1 -PLATE
12' -1 1/2"
LEVEL 2 -PLATE
24' -7 1/2"
DHLN
MASTER LEVEL -
F.F.
1' -6"
2
A7.1
28' -6" (MEASURED
TO PAD)
MAX. BUILDING HEIGHT
4
A7.2
3
A7.1
1
A7.1
K G
122
121 016
J
+6" CURB
017018
119
M I B
01 07
08
06
10
15
16
05
05
10
1
124
019
308
06100703
123
0503
12
1
1
1
12' - 0"1' - 9 1/4"03
12' - 0"1' - 9 1/2"03
9' - 0"3' - 0"2' - 6"1' - 6"10' - 6"16 6' - 0"EQEQ
9"X36" WALL
MOUNTED
SCONCE
LIGHT, TYP.
02 02
LEVEL 1 -F.F.
0' -0"
LEVEL 2 -F.F.
14' -6"
LEVEL 1 -SLAB
-0' -1 1/2"
BUILDING PAD
-0' -6"
LEVEL 1 -PLATE
12' -1 1/2"
LEVEL 2 -PLATE
24' -7 1/2"
124578
Media Room -F.F.
-1' -6"
Media Room -Slab
-1' -7 1/2"
CASITA LOW
ROOF -PLATE
10' -7 1/2"
CASITA LOUNGE -
PLATE
15' -7 1/2"
28' -6" (MEASURED
TO PAD)
MAX. BUILDING HEIGHT
7
A7.3
5
A7.2
6
A7.2
8
A7.3
9
303 304 305 306 307
106 104 101
227 226 225 224
002 001
223
614
110 109
204
205
108
13 10 31211
05
05 06
08 04
05
102
SOLID PANELSOLID PANEL
103
08
03 09
222
020
9
A7.3
07 10 05 04 01
06
03
03 EXPOSED STRUCTURAL
STEEL, COLOR TBD 05
06
01
11
03 02
02 03
1' - 6"10' - 6"13 1/2"6"1' - 6"03
1" MTL. CAP AT
STONE WALL,
TYP.
03
0303
TYP.
1
A11.7
233
03
03
REVISIONS
ISSUE DATE
BLDG. SUBMITTAL 2
PREPARER:
Mark McClure
858-775-1032
markmc50@gmail.com
78-080 Calle Amigo, Ste 201
La Quinta, CA 92253
-12.30.21 BLDG. SUBMITTAL 1
No.Date Description
1 04.29.22 BLDG. SUBMITTAL 2
ELEVATIONS
A6.1
04.29.2022DAMMEIER RESIDENCE52721 & 52763 Meriwether Way, La Quinta, CA 92253SCALE 1/4" = 1'-0"1 North
SCALE 1/4" = 1'-0"2 East
1. ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT,
OR OTHER APPROVED WATER-RESISTIVE BARRIER, IS REQUIRED FOR THE EXTERIOR.
SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2” AND WHERE JOINTS OCCUR, THE MATERIAL SHALL
BE LAPPED NOT LESS THAN 6 INCHES. WHERE APPLIED OVER WOOD BASED SHEATHING, A
PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER IS REQUIRED.
(R703.2, R703.7.3 CRC)
2. WATER-RESISTIVE BARRIER TO BE TWO LAYERS OF SINGLE PLY "JUMBO TEX
WEATHER-RESISTIVE BARRIER; CLASSIC", ASPHALT-SATURATED KRAFT GRADE 'D'
BREATHER TYPE SHEATHING PAPER. ICC EVALUATION SERVICE REPORT 1027.
GENERAL NOTESKEY NOTES
Key Value Keynote Text
01 STANDING SEAM METAL ROOFING, 16" RIB SPACING, ICC ESR-3486 BY BERRIDGE
MANUF. CO., COLOR MATTE BLACK
02 EXTERIOR RATED ARCHITECTURAL GRADE GLB W/ 1/8" STL. PL. CAP AT ENDS
03 1/8" THICK CUSTOM FORMED ALUMINUM FASCIA, KYNAR PAINT, MATTE BLACK
04 CHIMNEY SHROUD BY AMERICAN CHIMNEY SHROUD UL# MH30042, KYNAR PAINT,
MATTE BLACK
05 EXPOSED STRUCTURAL STEEL, EXTERIOR PAINT FINISH, MATTE BLACK
06 EXPOSED COR-TEN, WEATHERED STEEL PANELS
07 STUCCO ASSEMBLY, HEAVY PEBBLEDASH AGGREGATE, DUNN-EDWARDS -
DEC795
08 CMU THIN VENEER, 8X16, RUNNING BOND
09 FREEFORM THIN VENEER STONE CLADDING BY ECO-OUTDOORS, WAMBERAL MIX
10 ALUMINUM WINDOW W/ DARK BRONZE FINISH (TEMP. GLASS)
11 ALUMINUM SLIDING GLASS DOOR W/ DARK BRONZE FINISH (TEMP. GLASS)
12 ALUMINUM PIVOT DOOR W/ DARK BRONZE FINISH (TEMP. GLASS)
13 ALUMINUM FRAME SECTIONAL GARAGE DOOR W/DARK BRONZE FRAME AND
GLASS LITES
14 ROOF DRAIN OVERFLOW
15 42"H GUARDRAIL W/ METAL POSTS AND CABLE GUARD, ICC ESR-3842 BY CR
LAURENCE
16 COR-TEN METAL CLAD DOORS TO MATCH ADJACENT WALL CLADDING
1
1
1
LEVEL 1 -F.F.
0' -0"
BUILDING PAD
-0' -6"
LEVEL 1 -PLATE
12' -1 1/2"
LEVEL 1 -PLATE
12' -1 1/2"
LEVEL 2 -PLATE
24' -7 1/2"
A C D E F H L N
MASTER LEVEL -
F.F.
1' -6"
2
A7.1
CASITA LOW
ROOF -PLATE
10' -7 1/2"
CASITA LOW
ROOF -PLATE
10' -7 1/2"
CASITA LOUNGE -
PLATE
15' -7 1/2"
28' -6" (MEASURED
TO PAD)
MAX. BUILDING HEIGHT
4
A7.2
3
A7.1
1
A7.1
KGJ
010
3/4" / 1'-0"
206207208
007 006
111
8' - 6"10' - 6"7' - 6 3/4"MI
008
B
112 009
1307
141203110708
01
1
1 1
114
1
03 03
06
30 1/2"21 3/4"EQEQEQEQEQEQ
9"X36" WALL
MOUNTED
SCONCE
LIGHT, TYP.
EQEQ
CONCEALED
STRIP LIGHT
CONCEALED
STRIP LIGHT
3/4" / 1'-0"
1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"
39"X36"
RECESSED
MOUNTED
SCONCE LIGHT
1" MTL. CAP AT
STONE WALL,
TYP.5' - 0"5' - 0"6' - 0"TYP.
1
A11.7
1
233
02 03
LEVEL 1 -F.F.
0' -0"
LEVEL 2 -F.F.
14' -6"
LEVEL 1 -SLAB
-0' -1 1/2"
BUILDING PAD
-0' -6"
LEVEL 1 -PLATE
12' -1 1/2"
LEVEL 2 -PLATE
24' -7 1/2"
1 2 4 5 7 8
MASTER LEVEL -
F.F.
1' -6"MASTER LEVEL -
SLAB
1' -4 1/2"
28' -6" (MEASURED
TO PAD)
MAX. BUILDING HEIGHT
7
A7.3
5
A7.2
6
A7.2
8
A7.3
9
118
120
6
015 013
14
027
118
1310
116012
3 1211
011
0408
11 06
08
1406
15
11 11
026
221 220 219 218
115
10' - 0"9
A7.3
213214215216
0303061403 0303 0713 08
1
6' - 0"EQ EQ
1" MTL. CAP AT
STONE WALL,
TYP.
9"X36" WALL
MOUNTED
SCONCE
LIGHT, TYP.
0202
6' - 0"EQ EQ
6' - 0"EQ EQ
02 03 03 03
TYP.
1
A11.7
03 03
REVISIONS
ISSUE DATE
BLDG. SUBMITTAL 2
PREPARER:
Mark McClure
858-775-1032
markmc50@gmail.com
78-080 Calle Amigo, Ste 201
La Quinta, CA 92253
-12.30.21 BLDG. SUBMITTAL 1
No.Date Description
1 04.29.22 BLDG. SUBMITTAL 2
ELEVATIONS
A6.2
04.29.2022DAMMEIER RESIDENCE52721 & 52763 Meriwether Way, La Quinta, CA 92253SCALE 1/4" = 1'-0"1 South
SCALE 1/4" = 1'-0"2 West
1. ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT,
OR OTHER APPROVED WATER-RESISTIVE BARRIER, IS REQUIRED FOR THE EXTERIOR.
SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER
THE LOWER LAYER NOT LESS THAN 2” AND WHERE JOINTS OCCUR, THE MATERIAL SHALL
BE LAPPED NOT LESS THAN 6 INCHES. WHERE APPLIED OVER WOOD BASED SHEATHING, A
PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER IS REQUIRED.
(R703.2, R703.7.3 CRC)
2. WATER-RESISTIVE BARRIER TO BE TWO LAYERS OF SINGLE PLY "JUMBO TEX
WEATHER-RESISTIVE BARRIER; CLASSIC", ASPHALT-SATURATED KRAFT GRADE 'D'
BREATHER TYPE SHEATHING PAPER. ICC EVALUATION SERVICE REPORT 1027.
GENERAL NOTESKEY NOTES
Key Value Keynote Text
01 STANDING SEAM METAL ROOFING, 16" RIB SPACING, ICC ESR-3486 BY BERRIDGE
MANUF. CO., COLOR MATTE BLACK
02 EXTERIOR RATED ARCHITECTURAL GRADE GLB W/ 1/8" STL. PL. CAP AT ENDS
03 1/8" THICK CUSTOM FORMED ALUMINUM FASCIA, KYNAR PAINT, MATTE BLACK
04 CHIMNEY SHROUD BY AMERICAN CHIMNEY SHROUD UL# MH30042, KYNAR PAINT,
MATTE BLACK
05 EXPOSED STRUCTURAL STEEL, EXTERIOR PAINT FINISH, MATTE BLACK
06 EXPOSED COR-TEN, WEATHERED STEEL PANELS
07 STUCCO ASSEMBLY, HEAVY PEBBLEDASH AGGREGATE, DUNN-EDWARDS -
DEC795
08 CMU THIN VENEER, 8X16, RUNNING BOND
09 FREEFORM THIN VENEER STONE CLADDING BY ECO-OUTDOORS, WAMBERAL MIX
10 ALUMINUM WINDOW W/ DARK BRONZE FINISH (TEMP. GLASS)
11 ALUMINUM SLIDING GLASS DOOR W/ DARK BRONZE FINISH (TEMP. GLASS)
12 ALUMINUM PIVOT DOOR W/ DARK BRONZE FINISH (TEMP. GLASS)
13 ALUMINUM FRAME SECTIONAL GARAGE DOOR W/DARK BRONZE FRAME AND
GLASS LITES
14 ROOF DRAIN OVERFLOW
15 42"H GUARDRAIL W/ METAL POSTS AND CABLE GUARD, ICC ESR-3842 BY CR
LAURENCE
16 COR-TEN METAL CLAD DOORS TO MATCH ADJACENT WALL CLADDING
1
1
1