MUP 2004-582ti
FWANCE
City of La Quinta
Community Development Department
Calle Tampico
a, California 92253
J� F 6 7125 FAX: (760) 777-1233
E
OFFICE ONLY
4"10
Case No.1-00
Date Recvd. / 2 b 7- —
Fee: 1 76y�
Related Apps.:
Logged in by:
PLICATION FOR MINOR USE PERMIT APPROVAL
A✓
MINOR USE PERMIT applications are reviewed and approved by the Community Development Director
pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring
the permit do not have an adverse impact on surrounding properties, residents, or businesses.
APPLICANT_
(Print)
MAILING ADDRESPhone No. W0. 3,4 . 3Z0,k
CITY, STATE, ZIP: TluM —Fax No. '240. 34-6. (oz6-3
PROPERTY OWNER (If different):
(Print)
MAILING ADDRESS:
CITY, STATE, ZIP:
Phone No.
Fax No.
PROJECT LOCATION: % P.. (c'L i CFAr rM LV L,4- zA %Z 2s�?
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
(attach sheets if needed)
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 00.7-
4-01-
024-01' ty
A18\Minor Use Permit
A 0
,SUBMISSION REO T EMENT
❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
Five (5) sets of plans on 8`/Z" x 1 l" sheet or folded down to 8`/z" x 11".
❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be
charged full fee, with remaining related applications discounted 50% for each. This discount does not apply
to Environmental Information form.
NAME OF APPLICANT
Lleake Print)
SIGNATURE OF APPLICANT/
NAME OF PROPERTY OWNER /' - ,
(Please Print)
DATE /,,7 / o
SIGNATURE OF PROPERTY OWNER ���
IF NOT SAME AS APPLICANT: 4 DATE LO
(Signature provides consent or aplito u e site o;W�oo pd iv�1G
DATE
(Separate written authority by owner to submit application may be provided)
NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE
GROUNDS FOR DENYING APPLICATION.
A18\Minor Use Permit
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLS TAMPICO (760) 777-7000
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
February 15, 2005
Jody Jones
Andrew Pierce Corporation
44-835 Deep Canyon
Palm Desert, CA 92266
FILE COPY
SUBJECT: Approval of Minor UsE� Permit 2004-582
Dear Applicant:
The Community Development Department hereby approves your
application request to install a temporary construction trailer at 78-621
Deacon Drive East, as shown on the attached exhibit during the
construction of the facility, subject to the following conditions:
1. Once the trailer is installed, it can remain on-site for a six-month
period. However, an ex1tension of the six-month period may be
applied for, with no additional fee, in writing to the Community
Development Department: before expiration. The Community
Development Director may, after reviewing the facts, extend the
use of the trailer for another six-month period.
2. Use of the trailer shall be limited to the hours of construction as
listed in the La Quinta Municipal Code (Chapter 6.08, Nuisances).
A copy of this time schedule can be obtained from the Building and
Safety Department.
3. A building permit is required for the temporary trailer and temporary
electric power. Please apply to the Building and Safety Department
for a permit (760-777-70'12). Written permission from the property
owner is required before a building permit can be issued.
4. The trailer shall be placed a minimum 10 -feet from the street unless
otherwise approved by the Building and Safety Director.
5. A building address shall be installed on the trailer to help identify
the temporary business location (e.g., minimum 2 -inch high letters
in a constrasting color).
6. Provide one 2A 10BC fire extinguisher inside the construction trailer
and sign over the exit door which states. 'Door to Remain Open
During Business Hours.'
7. The trailer, if elevated off the ground, shall be skirted with metal or
wood siding material. The , skirting material shall be painted fo
match the exterior color of the construction trailer. The exterior
surfaces of the trailer shall be painted (or may be stuccoed) and in
overall good condition.
8. No temporary signs are permitted unless separately approved by
this Department.
9. No exterior lighting for the trailer is .allowed unless approved by the
Building and Safety Department. All security light fixtures shall be
hooded to prevent light glare from being cast onto adjacent
residential properties.
10. Mounted close to the front door on the outside of the building shall
be a written notice informing emergency personnel of your 24-hour
emergency phone number in case of problems arise that need your
prompt attention (i.e., minimum one -inch high letters).
11. The trailer and fence shall be removed from the site prior to the
issuance of Certificates of Occupancy.
12. Provide restrooms facilities to accommodate on-site construction
workers.
13. Dust control measures shall be employed if construction parking is
allowed adjacent to the trailer.
14. The City may elect to add conditions to this application request to
mitigate any problems that may arise and are not address herein.
If you have any questions, please contact me at (760) 777-7065.
Very truly yours,
TIM NGUY
Principal Planner
c: Building and Safety Department
Public Works Director
Code Compliance Department
Sheriff's Department
C
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d
'I
PLAN NOTES
,
1-B IT,'
3'-10" 15'-0" 20'-2" I -O"+ IN ICCATES FLOOR PLAN NOTES - SEE NUMBERS
5 3'-4Y 5 16-3" 5 ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED
AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS ARCHITECTS
VERIFIED WITH INSTALLATION REQUIREMENTS.
I ! 1. 21" X 32" DOUBLE KITCHEN SINK WITH GARBAGE DISPOSAL.
2 BUILNTHTMANUFACTURER'S(VERIFY SPECIFICATION). CIFICATION). A BEM DESIGN STOO
Q 3. PROVIDE 42" CLEAR REFRIGERATOR SPACE WITH ROUGH PLUMBING
= FOR ICE MAKER. RECESS IN WALL.
v CS 4. BUILT-IN 48" COOKTOP WITH HOOD, LIGHT "%I IM AVE, SUTE Q0
AND FAN. VENT TO OUTSIDE AIR. SANTA ANA H13GHTS, CA
NOT USED.
6. PROVIDE WASTE AND WATER FOR WASHING MACHINE 92707-5651
ry i4 IN RECESSED WALL BOX. 714/434-2506
7. PROVIDE DRYER VENT. VENT TO OUTSIDE AIR.
9 F 13 13 i 8. WATER HEATER - PROVIDE 18" HIGH MIN. WOOD FAX 434-4885
FRAMED AND DRYWALL COVERED PLATFORM WITH
P & T DISCHARGE LINE TO OUTSIDE.
PROVIDE SEISMIC STRAPS - SEE DETAIL,
N p_LL 9. F.A.U. - PROVIDE 18" HIGH PLYWOOD PLATFORM - PROVIDE COMBUSTION
AIR CONDENSATE LINE TO OUTSIDE OR AN APPROVED DRAIN
a FOR AIR CONDITIONING. (SEE PLUMBING AND HEATING LAYOUTS BY
�. OR , 25 m SUBCONTRACTORS.)
A/� ��°� 0. DUCT CHASE - PROVIDE NECESSARY DRAFT STOPS.
V 1 1` = 16 a 1. GARAGE WALL, CEILING, AND SUPPORTING POSTS OR
'-0' CL'G T -O. CL'G „ ! COLUMNS SHALL BE PROTECTED WITH 5/8" TYPE "X"
DRYWALL.
V-
2'-2" 3'-10 I/2" III' -O"6 1/2.11 1,_ 2. 6" PLUMBING WALL.
3. EXTERIOR 2X6 STUD WALL U.N.O.
y 4. 2X6 STUD BALLON FRAMED WALL.
r tlt 5. DEAD BOLT INACTIVE DOOR AT TOP (INTERIOR).
D 25 Q ® 6. DEAD BOLT INACTIVE DOOR AT TOP AND
.r n
H�,'V
BOTTOM (EXTERIOR).
7. 1 3/8" SOLID CORE DOOR WITH AUTOMATIC rol4 r_„ SELF-CLOSING DEVICE AND WEATHER STRIPPING
60" X 30" STEEL TUB WITH SHOWER COMBO.
CERAMIC TILE WAINSCOT 90" ABOVE DRAIN INLET
OVER 2 COATS PORTLAND CEMENT PLASTER AND
FELT AT ADJACENT WALLS. PROVIDE CURTAIN ROD.
CERAMIC TILE SHOWER PAN AND CURB WITH CERAMIC
TILE WAINSCOT 90" ABOVE DRAIN INLET OVER
2 COATS PORTLAND CEMENT PLASTER AND FELT AT
ADJACENT WALLS. SEE PLAN FOR PAN SIZE, PROVIDE
SAFETY GLASS ENCLOSURE AS SHOWN.
60" X 42" ACRYLIC OVAL TUB WITH TILE WAINSCOT
AT ADJACENT WALLS.
WOOD FRAMED CERAMIC TILE SEAT OR SHELF.
SEE FLOOR PLAN FOR HEIGHT.
CENTER OF WATER CLOSET TO BE A MINIMUM OF 15"
TO VERTICAL SURFACE OF SIDES. WATER CLOSET
SHALL BE "ULTRA LOW FLUSH" TYPE WITH 1.6 GALLONS MIN.
36" ISOKERN FIREPLACE. ROUGH OPENING DIM.
44"W X 73"H X 26 1/2" DEEP. SET ON 12" RAISED
CMU PLATFORM. PROVIDE ISOKERN SMALL CROWN
CAP & SPARK ARRESTOR / RAIN CAP.
DRYWALL SHELF OVER 1/2" PLYWOOD - SEE FLOOR PLAN
FOR HEIGHT.
TEMPERED GLASS
PROVIDE ALL NECESSARY BLOCKING FOR TOILET PAPER
HOLDER AND TOWEL BARS.
HATCHED AREA INDICATES DRYWALL SOFFIT AT 8'-0"
HATCHED AREA INDICATES DRYWALL SOFFIT AT 7-0"
HATCHED AREA INDICATES DRYWALL SOFFIT AT 6'-8"
DRYWALL HALF -ROUND ARCH TOP AT T-0"
DRYWALL HALF -ROUND ARCH TOP AT 7'-6"
46" ISOKERN FIREPLACE W/ 6" BOX EXTENDERS. ROUGH OPENING
DIM. 54"W X 73"H X 32 1/2" DEEP. I.C.B.O. #ER -5017.
42" ISOKERN FIREPLACE. ROUGH OPENING DIM.
50"W X 80"H X 26 1/2" DEEP. I.C.B.O. #ER -5017.
HATCHED AREA INDICATES DRYWALL SOFFIT AT 9'-0"
DRYWALL HALF -ROUND ARCH TOP AT W-0"
UTILITY SINK.
SPLAYED DRYWALL SOFFIT WITH EQUAL REVEALS (4) SIDES.
UNDER CABINET REFRIGERATOR.
BAR SINK.
HATCHED AREA INDICATES DRYWALL SOFFIT WITH EQUAL REVEALS
AT HEAD, JAMBS, AND SILL WHERE APPLIES.
1X6 EXPOSED TAG. SHEATHING.
6X6 EXPOSED WOOD BEAMS.
8X12 EXPOSED WOOD BEAMS.
HATCHED AREA INDICATES DRYWALL SOFFIT AT 10'-0"
HATCHED AREA INDICATES DRYWALL SOFFIT AT 8'-6"
HATCHED AREA INDICATES DRYWALL SOFFIT AT 6'-6"
14" X 14" RECESSED SOAP DISH.
HATCHED AREA INDICATES DRYWALL SOFFIT AT 9'-4"
46" ISOKERN FIREPLACE. ROUGH OPENING DIM.
54"W X 73"H X 32 1/2" DEEP. I.C.B.O. #ER -5017,
4X8 EXPOSED SHAPED RAFTER TAILS.
8X12 EXPOSED WOOD BEAMS W/ SHAPED WOOD CORBELS - SEE SECTIONS.
6X8 EXPOSED WOOD BEAMS.
HATCHED AREA INDICATES ELLIPTICAL DRYWALL SOFFIT INSCRIBED IN
17'-6" X 6'-0" RECTANGLE TOP OF SOFFIT AT 8'-01.
DRYWALL HALF -ROUND ARCH TOP AT 8'-6"
PROVIDE COMBUSTION AIR KIT FOR EACH INTERIOR FIREPLACE. ROUTE
VENT VERTICALLY THRU CHASE AND TERMINATE ABOVE ROOF LINE.
COMBUSTION AIR OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT
SCREEN OF 1/4" MESH. -
PROVIDE HEARTH WITH 12" EXTENSION PAST BOX ON EACH SIDE
AND 20" DEPTH AT FRONT. SEE PLAN FOR MATERIAL.
V
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a
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CAL NOTES: f 1 °
Y VANITY - ( I ' p LL HORIZONTAL CEILING DRYWALL APPLIED TO TRUSSES `� m
o
-A
SHALL BE 5/8" GYPSUM BOARD. W
- ice( � � � „ ,_161-01/211 I _ « I � ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED T0, AND APPROVED n
0 5 I-10 3=0 5 6 1 ✓ 3-q i/2' 1/2 2-4 1/2 4 1 1/2 7-5 2 0 2 II 3-O 1�2 BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM.
VA Q ALL AIR DUCTS PENETRATING OCCUPANCY SEPARATION WALL OR CEILING)
5 QQ //� BETWEEN GARAGE AND UVING AREA SHALL BE 26 GAUGEMINIMUM �y m
MASTER r II GO _� -I (/ i � (CBC 302.4, EX.AS 3) � 5
❑ � n 75 ( ALL FOAM PLASTIC INSULATION SHALL HAVE AFLAME -SPREAD RATING OF E
26 « 'ry 13 d, NOT MORE 75 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 450. °
5 LL: BATH H � 2 - 2' -Su -11 � I. � � (CBC 2602.3) c
1' G COMBUSTIBLE MATERIALS SHALL NOT BE PLACED LESS THAN 8" FROM THE
b'-0' CL'G tV •t FIREPLACE OPENING. (CBC 3102.7.8)
5 .t 26 t0 a iiifff EXCEPT FOR FIREPLACES THAT OPEN TO THE EXTERIOR OF THE BUILDING, 8
THE HEARTH SLAB SHALL BE READILY DISTINGUISHABLE FROM THE r
' SURROUNDING OR ADJACENT FLOOR. (CBC 3102.7.12) ;
WHEN TWO OR MORE APPL'ANCES ARE CONNECTED TO ONE VENTING
s 22 2CSSMT. Q .G. 2awl.6508080 ROLL -LIP GR DR. Q SYSTEM, THE VENTING SYSTEM AREA SHALL NOT BE LESS THAN THE
" ry AREA, OF THE LARGEST VENT CONNECTOR PLUS 50 PERCENT OF THE E
_ _ _ _ _ _ _ _ _ _ _ _ _ _ AREAS OF THE ADDITIONAL VENT CONNECTORS. ((CMC 809.3))
20n 20 20 O 2 20 r H. PROVIDE CLEAR WORKING SPACE ALONG THE ENTIR€ FRONT OR FIREBOX S
FCSIAT. C SIDE OF THE FURNACE THAT IS NOT LESS THAN THIRTY (30) INCHES DEEP
T T T AND THE HEIGHT OF THE FURNACE, BUT NOT LESS THAN THIRTY (30)
13 13 F.G F.G.F.G.INCHES HIGH. (CMC 903.0)
16� I. PROVIDE THIRTY (30) INCH CLEARANCE ABOVE RANGE OR COOKTOP TO
D3 UNPROTECTED COMBUSTIBLE MATERIAL, OR TWENTY-FOUR (24) INCH `-
25 / CLEARANCE TO METAL VENTILATING HOOD. (CMC 917.1)
J. ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGER,
AND ONLY TO FEED MAIN OR SUB -PANELS. ALL OTHER CURRENT
CARRYING CONDUCTORS SHALL BE COPPER. (LQMC 8.03.030)
o
q E3 1G D E F
4 4 14
2' -II 1/2" 2'-4" 4'-O I/2" 5' -II I/2" 2' -II I/2" b' -I" b' -I" I'-2' 8'-O" 3' -II" 4' -II" 4'-0" 4'-O" b' -I" i ' UST OF-AB-8-TE-MATIONS:4_2
2'-O" 4'-5 I/2" I' 15'-2 1/2" 6'-4 1/2" b'-il" S.N. SINGLE HUNG
f / F.G.SLIDER OR SLIDING °
� r F.FIXED GLASS
3'-2 1/2" 33' -II I/2"
12'-2" " 32'-I" 1' 3'-5" 1y4�� OPT. OPTIONAL
ELEV. ELEVATION °
CL'G CEILING °
F.M.C. FLOOR MATERIAL CHANGE
FR.DR. FRENCH DOOR
W/ WITH €"u
WARD. WARDROBE
S &P SHELF & POLE
S.G.D. SLIDING GLASS DOOR s
l ` CSML CASEMENT v
/ J t
N
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FLOOR FLAN _ SCALE: 1/4" = 1'-0"
a
5
°
°
x
S
u
3
°
SQUARE FOOTA&r= 2°4-°&'°
_ OCT. 2004
FIRST FLOOR, 5200 50. FT ��ku ARC.
GA51TA, 502 50. FT
TOTAL HOUSE, 3502 W. FT
LO661A3 51150. FT. MAY 2005
ENTRY TOWER/ 66 So. FT I O
Re ^.'dl Ja1e Y
GOVERW PORCH, q3 50. FT
FOS
6AFRA6E5, 645 50. FT
PLOT, 09/12/2004 2:11 p.m.
g
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READ ELEVATIONJ1
SCALE: 1/4" = 1'-0"
i
Ltf '-] ELS V ATIUN SCALE: 1/4" = 1'-0"
F
J
1-0-WUNT ELF--VATIUN SCALE: 1/4" = 1'-0"
ELEVATION NOTES
INDICATES ELEVATION NOTES , SEE NUMBER BELOW:
1. G.I. CHIMNEY CAP W/ ICBG APPROVED SPARK ARRESTOR.
PROVIDED BY FIREPLACE MANUFACTURER.
2. STEEL TROWEL FINISH STUCCO 0/ METAL LATH O/BUILDING
PAPER. SEE PLASTER MATERIALS UST BELOW.
3. 14"X14" 0.1. SCREENED GARAGE VENT.
4. 14"X6" G.I. SCREENED LOUVERED VENT.
5. ENTRY DOOR PER BUILDER.
6. ROLL -UP SECTIONAL GARAGE DOOR. CARRIAGE DOOR DESIGN
W/ EXPOSED HARDWARE BY "SUMMIT DOOR" OR EQUAL.
VERIFY W/ BUILDER & SUBMIT SHOP DRAWINGS TO ARCHITECT.
7. PROVIDE "GRACE ICE & WATER SHIELD" AT ALL HORIZONTAL
SURFACES TO RECIEVE STUCCO. SLOPE MIN. 1/4" PER FOOT TO
DRAIN. LAP DOWN SIDES MIN. 12"
8. 4 X 8 EXPOSED WOOD RAFTERS.
9. HEAVY WOOD CUSTOM GATES PER BUILDER. SUBMIT SHOP DRAWINGS TO
OWNER & ARTCHITECT FOR APPROVAL.
10. PRECAST CONCRETE COLUMN
11. C.M.U. GARDEN WALL W/ STUCCO OVER & STONE CAP.
12. WOOD SHUTTER - SEE DETAIL
13. STUCCO FLAT SOFFIT.
14. PRECAST CONCRETE SHELF.
15. BRICK VENEER - SEE DETAILS 17/18 SHEET D1
16. WOOD MANTLE AND CORBELS
17. WROUGHT IRON RAILING.
18. PRECAST CONCRETE OPENING SURROUND.
19. DECORATIVE WROUGHT IRON.
20. 1 1/2" DIA. TWISTED DECORATIVE WROUGHT IRON
AS SHOWN AT +2" FROM WALL. VERIFY W/ ARCHITECT.
21. 6X6 TILE INSERT.
22. PRE -CAST CONCRETE TRIM SURROUND.
23. 24" DIA. PRECAST CONCRETE DECORATIVE WALL ELEMENT..
24. WALL HUNG LIGHT - DESIGN TO BE APPROVED BY ARCHITECT.
PRIOR TO INSULATION.
X25. _. STUCCO ARCH SOFFIT.
26. 4X4 TILE WINDOW SURROUND.
27. PRECAST CONCRETE WALL CAP.
28. WOOD CORBEL.
29. FAKE CHIMNEY USED TO COVER B -VENT FLUE.
NOTE: WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH
1' OR 2 INCHES ABOVE PAVED AREAS.
-� PLASTER MATERIALS:
SCRATCH COAT:
MAINTAIN THIS SAND/CEMENT RATIO:
2.5 TO 3.5 PARTS SAND: t PART OF CEMENT.
BROWN COAT:
MAINTAIN THIS SAND/CEMENT RATIO:
4 TO 5 PARTS SAND: 1 PART OF CEMENT.
SAND SPECIFICATION:
CLEAN, WASHED PLASTER SAND - AST897 OR MIN. S.E. OF 75.
CEMENT SPECIFICATION:
PORTLAND CEMENT TYPE II.
LATH AND STUCCO WEATHERPROOFING SYSTEM:
2.
0
4.
5.
6.
I
7,
8.
9.
10.
11.
12.
13.
7
J
PROVIDE SOLID BACKING AND "GRACE ICE & WATER SHIELD" AT ALL WALL
PENETRATIONS, INSIDE BUILDING CORNERS, POT SHELVES, ETC. INSPECT
TO VERIFY THESE REQUIREMENTS.
AT ALL OPEN STUD WALL CONDITIONS, INSTALL LINE WIRE BEHIND MOIST -STOP
WINDOW AND DOOR FLASHING PAPER, PROVIDING BACKINGFOR THE INTERFACE
OF 60 MIN. GRADE D PAPER AND MOIST -STOP, INSPECT TO VERIFY THESE
REQUIREMENTS.
AT ALL POTSHELVES OR HORIZONTAL BUILDING PROJECTIONS OVER FOUR (4")
FROM THE EXTERIOR BUILDING PLANE INSTALL IN THE FOLLOWING SEQUENCE.
A. ONE LAYER OF "GRACE ICE & WATER SHIELD" W/ CONT. BACKING.
B.,.ONE LAYER OF GRADE 0 60 MINUTE WATER RESISTIVE LATH PAPER.
INSTALL THE FOLLOWING METAL -FLASHINGS AND VENTS (IF APPLICABLE
BUILDING CONDITIONS EXSIST).
A. INSTALL CONTINUOUS VENT TO VENTILATE ALL ENCLOSED SOFFITS GREATER
THAN 36" IN LENGTH OR WIDTH.
B. INSTALL SPRAY RIB LATH AT THE UNDERSIDE OF SOFFITS WITH JOIST
SPACING OF 16" OR GREATER.
C. INSTALL HI -RIB AT SOFFITS WITH JOIST SPACING OF 19.2" OR GREATER.
D. INSTALL 3/4" FRY REGLET CHANNEL OR SUPERIOR REGLET CHANNEL SCREED
AT THE OUTSIDE EDGE OF ALL BUILDING CANTILEVERS.
INSTALL UNE WIRE AND PULL TAUGHT.
WRAP BUILDING EXTERIOR WITH 1 LAYER OF GRAGE D 60 MINUTE WATER
RESISTIVE LATH PAPER. STAGGER THE HORIZONTAL RUNS OF BUILDING PAPER
AT INSIDE AND OUTSIDE BUILDING CORNERS, OVERLAP PAPER RUNNING PAPER
TO THE NEXT STUD AND OUTSIDE BUILDING CORNERS. PROVIDE 8" HORIZONTAL
LAP AT ALL FIELD BREAKS. OVERLAP 3" MIN, OVERLAP FOR ALL HORIZONTAL
SEAMS, OVERLAP 6" MIN. FOR ALL VERTICAL SEAMS, WRAP ALL TIGHT BARGE
GABLE ENDS W/ 2 LAYERS GRADE D 60 MINUTE PAPER.
FASTEN ALL LATH PER NAILING SCHEDULE USING HAND DRIVEN 1 1/2" GALVANIZED
LATH FURRING NAILS - STUCCO NETTING WILL BE NON -FURRED WIRE MESH.
INSPECT ALL OPEN STUD WALLS FROM INSIDE TO LOCATE ALL BREAKS IN WATER
RESISTIVE PAPER PRIOR TO INSULATION. REPAIR ALL BREAKS IN PAPER USING
TOP 2000 CAULKING.
APPLY 3/8" SCRATCH COAT. ALLOW SCRATCH COAT TO CURE FOR 48 HOURS.
APPLY 3/8" BROWN COAT. ALLOW BROWN COAT TO CURE FOR 7 CONSECUTIVE DAYS.
WATER BROWN COAT EVERY OTHER DAY.
PROVIDE, INSTALL DOUBLE COAT, AND MESH ALL FOAM TRIM SHOWN ON PLANS.
TRIMS WALL THEN BE COLOR COATED ALONG WITH THE REST OF THE BUILDING
FOR A TOTAL OF 4 COAT APPLICATION. THE STYROFOAM IS APM EXPANDED
POLYSTYRENE 2 POUND DENSITY. THE BASE COATIS A POLYMER MODIFIED PORTLAND
CEMENT BASE COAT. THE MESH IS A GLASS FIBER REINFORCED MESH, ALKALI RESISTANT.
BULL NOSE CORNER - AID.
MASK ALL WINDOWS, SLIDING GLASS DOORS FRENCH DOOR FRAMES AND GLASS.
A BEIaU DESIGN STtA10
20371 RVINE AVE, SUTE 120
SANTA ANA HBGHTS, CA
92707-5651
714/434-2506
FAX 434-4885
PLOT: 09/12/2004 3:13 p.m.
WIGHT ELEVATION SCALE: 1/4" =1' f
-- i
4
J
,
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ELEVATION NOTES
INDICATES ELEVATION NOTES , SEE NUMBER BELOW:
1. G.I. CHIMNEY CAP W/ ICBO APPROVED SPARK ARRESTOR.
i� PROVIDED BY FIREPLACE MANUFACTURER.
2. STEEL TROWEL FINISH STUCCO 0/ METAL LATH O/BUILDING
PAPER. SEE PLASTER MATERIALS LIST BELOW.
3. 14"X14" G.I. SCREENED GARAGE VENT.
4. 14"X6" G.I. SCREENED LOUVERED VENT.
5. ENTRY DOOR PER BUILDER.
6. ROLL -UP SECTIONAL GARAGE DOOR. CARRIAGE DOOR DESIGN
W/ EXPOSED HARDWARE BY "SUMMIT DOOR" OR EQUAL.
VERIFY W/ BUILDER & SUBMIT SHOP DRAWINGS TO ARCHITECT.
7. PROVIDE "GRACE ICE & WATER SHIELD" AT ALL HORIZONTAL
SURFACES TO RECIEVE STUCCO. SLOPE MIN. 1/4" PER FOOT TO
DRAIN. LAP DOWN SIDES MIN. 12"
8. 4 X 8 EXPOSED WOOD RAFTERS.
9. HEAVY WOOD CUSTOM GATES PER BUILDER. SUBMIT SHOP DRAWINGS TO
OWNER & ARTCH17ECT FOR APPROVAL,
10. PRECAST CONCRETE COLUMN
11. C.M.U. GARDEN WALL W/ STUCCO OVER & STONE CAP.
12. WOOD SHUTTER - SEE DETAIL
13. STUCCO FLAT SOFFIT.
14. PRECAST CONCRETE SHELF.
15. BRICK VENEER - SEE DETAILS 17/18 SHEET 01
16. WOOD MANTLE AND CORBELS
17. WROUGHT IRON RAILING.
18. PRECAST CONCRETE OPENING SURROUND.
19. DECORATIVE WROUGHT IRON.
20. 1 1/2" DIA. TWISTED DECORATIVE WROUGHT IRON
AS SHOWN AT +2" FROM WALL. VERIFY W/ ARCHITECT.
21. 6X6 TILE INSERT.
22. PRE -CAST CONCRETE TRIM SURROUND.
23. 24" DIA. PRECAST CONCRETE DECORATIVE WALL ELEMENT..
24. WALL HUNG LIGHT - DESIGN TO BE APPROVED BY ARCHITECT.
PRIOR TO INSULATION.
25. STUCCO ARCH SOFFIT,
26. 4X4 TILE WINDOW SURROUND.
27. PRECAST CONCRETE WALL CAP.
28. WOOD CORBEL
29. FAKE CHIMNEY USED TO COVER B -VENT FLUE.
J
FRONT (COURTYARD) ELEVATION SCALE: 1/4" _ ,'-o" J
_r J
READ (COURTYARD) ELEVATION SCALE: 1/4" _ ,'-0"
J 1a
_f
NOTE: WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH
OR 21NCHES ABOVE PAVED AREAS.
PLASTER MATERIALS:
SCRATCH COAT.,
MAINTAIN THIS SAND/CEMENT RATIO:
2.5 TO 3.5 PARTS SAND: 1 PART OF CEMENT.
BROWN COAT:
MAINTAIN THIS SAND/CEMENT RATIO:
4 TO 5 PARTS SAND: 1 PART OF CEMENT.
SAND SPECIFICATION:
CLEAN, WASHED PLASTER SAND - AST897 OR MIN. S.E. OF 75,
CEMENT SPECIFICATION:
PORTLAND CEMENT TYPE II.
LATH AND STUCCO WEATHERPROOFING SYSTEM:
1, PROVIDE SOLID BACKING AND "GRACE ICE & WATER SHIELD" AT ALL WALL
PENETRATIONS, INSIDE BUILDING CORNERS, POT SHELVES, ETC. INSPECT
TO VERIFY THESE REQUIREMENTS.
2. AT ALL OPEN STUD WALL CONDITIONS, INSTALL LINE WIRE BEHIND MOIST -STOP
WINDOW AND DOOR FLASHING PAPER, PROVIDING BACKINGFOR THE INTERFACE
OF 60 MIN. GRADE D PAPER AND MOIST -STOP, INSPECT TO VERIFY THESE
REQUIREMENTS.
3. AT ALL POTSHELVES OR HORIZONTAL BUILDING PROJECTIONS OVER FOUR (4")
FROM THE EXTERIOR BUILDING PLANE INSTALL IN THE FOLLOWING SEQUENCE.
A. ONE LAYER OF "GRACE ICE & WATER SHIELD" W/ CONT. BACKING.
..8. _.ONE LAYER OF GRADE D 60 MINUTE WATER RESISTIVE LATH PAPER.
4. INSTALL THE FOLLOWING METAL _FLASHINGS AND VENTS (IF `APPLICABLE
BUILDING CONDITIONS EXSIST).
A. INSTALL CONTINUOUS VENT TO VENTILATE ALL ENCLOSED SOFFITS GREATER
THAN 36" IN LENGTH OR WIDTH.
B. INSTALL SPRAY RIB LATH AT THE UNDERSIDE OF SOFFITS WITH JOIST
SPACING OF 16" OR GREATER.
C. INSTALL HI -RIB AT SOFFITS WITH JOIST SPACING OF 19.2" OR GREATER.
D. INSTALL 3/4" FRY REGLET CHANNEL OR SUPERIOR REGLET CHANNEL SCREED
AT THE OUTSIDE EDGE OF ALL BUILDING CANTILEVERS.
5. INSTALL LINE HARE AND PULL TAUGHT.
6. WRAP BUILDING EXTERIOR WITH 1 LAYER OF GRAGE D 60 MINUTE WATER
RESISTIVE LATH PAPER. STAGGER THE HORIZONTAL RUNS OF BUILDING PAPER
AT INSIDE AND OUTSIDE BUILDING CORNERS, OVERLAP PAPER RUNNING PAPER
TO THE NEXT STUD AND OUTSIDE BUILDING CORNERS. PROVIDE 8" HORIZONTAL
LAP AT ALL FIELD BREAKS, OVERLAP 3" MIN. OVERLAP FOR ALL HORIZONTAL
SEAMS, OVERLAP 6" MIN. FOR ALL VERTICAL SEAMS, WRAP ALL TIGHT BARGE
GABLE ENDS W/ 2 LAYERS GRADE D 60 MINUTE PAPER.
7. FASTEN ALL LATH PER NAILING SCHEDULE USING HAND DRIVEN 1 1/2" GALVANIZED
LATH FURRING NAILS - STUCCO NETTING WILL BE NON -FURRED WIRE MESH.
8. INSPECT ALL OPEN STUD WALLS FROM INSIDE TO LOCATE ALL BREAKS IN WATER
RESISTIVE PAPER PRIOR TO INSULATION. REPAIR ALL BREAKS IN PAPER USING
TOP 2000 CAULKING.
9. APPLY 3/8" SCRATCH COAT, ALLOW SCRATCH COAT TO CURE FOR 48 HOURS.
10. APPLY 3/8" BROWN COAT. ALLOW BROWN COAT TO CURE FOR 7 CONSECUTIVE DAYS.
WATER BROWN COAT EVERY OTHER DAY.
11. PROVIDE, INSTALL DOUBLE COAT, AND MESH ALL FOAM TRIM SHOWN ON PLANS.
TRIMS WILL THEN BE COLOR COATED ALONG WITH THE REST OF THE BUILDING
FOR A TOTAL OF 4 COAT APPLICATION. THE STYROFOAM IS APM EXPANDED
POLYSTYRENE 2 POUND DENSITY. THE BASE COAT IS A POLYMER MODIFIED PORTLAND
CEMENT BASE COAT. THE MESH IS A GLASS FIBER REINFORCED MESH, ALKALI RESISTANT,
12. BULL NOSE CORNER - AID.
13. MASK ALL WINDOWS, SLIDING GLASS DOORS FRENCH DOOR FRAMES AND GLASS.
�c,�D A�Cfj
Q�l 931 11
c n He .ew I Date
-BBG
ARCHITECTS
A BEM DESIGN STIAIO
20371 IRVINE AVE., SLUE 120
SANTA ANA M1344 S, CA
92707-5651
714/434-2506
FAX 434-4885
12
ELEVATION
ADDENDA
PLOT; 09/12/2004 3:12 p.m.
s
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APPROVED FOR PERMITTING:
NOTE:
PLANNING AND ZONING COMPLIANCE:
DRIVEWAY APPROACH REQUIRES A SEPARATE
PERMIT & INSPECTION FROM CITY OF LA QUINTA TOM BUILDING AHARTAND DATE JERRY HERMAN DATE
ND SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR
111 CITY OF LA QUINTA CITY OF LA QUINTA
s PUBLIC WORKS DEPARTMENT
2
FAVE. 50
CD a
TOTAL LOT AREA=10,400 SF=0.239 AC.
CALLE TAMPICO I
I TOTAL BLDG AREA=S 084 SF=0.117 AC.
jAVE.2 BUILDING AREA LOT AREA=48.9%
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BENCHMARK:
RIV. CO. BENCHMARK 103-3-70, TOP
OF CONC. FILLED 1" LP. ±350'
WILY OF OLD AVE, 52 AND 30' E'LY
OF CL OF WASHINGTON AVE., 6' S'LY
OF POWER POLE #989270 ELEV.=40.11. r
Underground Service Alert BASIS OF BEARINGS: PREPARED UNDER THE SUPERVISION OF: QROFESS/ -Civil ANDREW PIERCE CORPORATION DESIGN: DRAFT:
�^1 A v � �T –Planning
THE BEARINGS HEREON ARE BASED -tom-- �2 /rF-cam% �� �� SH ESSI SHKL11i1rDEH Engineering ESSI ESSI
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UPON THE WEST LINE OF THE SW ESFANDIAR SHAHANDEH Engineering
Call: TOLL FREE 1/4 OF SEC. 7, T6S, R7E, SBM, RCE NO. 47834 EXP. DATE 12/31/2005 W No. 47834 z m CIVIL ENGINEER j CHECK: DATE:
Q APPROVED BY: .LOT 12 TRACT 28470-1 ESSI OCT 04
AS SHOWN ON A RECORD OF SURVEY, w in
1—U00 RS 67/76, RECORDS OF RIVERSIDE � Ems. t2J3t/OS �,� 7
COUNTY, STATE OF CALIFORNIA, PALM DESERT
227-2600 BEING NOO'06'08"E `� C1V1L�� PORTION OF SECTION 7, T.6S., R.7E., SBBde1t DWG No. SP826001
N0. DATE INIT. APPY DATE DATE: 9� OF CN �f 45-175 760) 3340 -moi >FAX: (7'60) 3340-1121 h Dewt �` s�� � p
TWO WORKING DAYS BEFORE YOU DIG REFERENCES REVISIONS RCE NO. EXP, DATE CITY OF LA QUINTA SHEET �F 1