MUP 2005-598I
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FNAJCB
City of La Quinta
Community Development Department
78-495 Calle Tampico
__La Quinta, California 92253
p °F ° i 60 '7-7125 FAX: 760 77 -
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CITY OF LA QUINT¢ APPLICATION FO ]WH U
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OFFICE USE ONLY
Case No. 24 S s Q a
Date Recvd. t* / ' ,�Z S • US
Fee:-* 15
Related Apps.:
Logged in by: 7. r1i '
PERMIT APPROVAL
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 Sa"'`r' �Gw.. �v
(Print) 1% / i q ' U (0 S
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MAILING ADDRESS Phone No. Say —B (c{
CITY, STATE, ZIP: �c���r� v e�, Fax No. ;)-G,;L — I
PROPERTY OWNER (If different): Jc�,\,j 'k \ y v sA-
(Print)
MAILING ADDRESS:
CITY, STATE, ZIP:
PROJECT LOCATION: V 41 Q1- t 13 v, � k--"— -�r�"-1
Phone No.
Fax No.
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
S,.�vi1� �c,��, �� �(`e �Q�•c Vti �� G v Z� CCk- S S
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.):
AI Minor Use Permit
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•
❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
`,sets of pl ns on 8'/2" x 11" sheet or folded down to 8'/z" x 1 I".
❑ 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
(Pl ase Print)
SIGNATURE OF APPLICANT \ DATE
NAME OF PROPERTY OWNER
(Please Print)
SIGNATURE OF PROPERTY O R(S)
IF NOT SAME AS APPLICANT: DATE
(Signature provides consent for applicant use site for proposed activity):
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.
A 18\Minor Use Permit
0 Ta, 4 4 4"
P.O. Box 1504
78-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
February 3, 2005
Sauter Family Trust
2 Von Dehn Road
Rancho Mirage, CA 92270
SUBJECT: Approval for Minor Use Permit 2005-598
Dear Applicant:
(760) 777-7000
FAX (760) 777-7101
Your request for Minor Use Permit 2005-598 to allow the construction for a
new custom guest casita at Via Bonita Trail 80-550 Via Pessaro is hereby
approved. Enclosed is the approved original Deed Restriction for this Minor
Use Permit. It must be signed by the Sauter Family Trust in front of a
Notary Public. The original approved documents are then to be recorded
with the County Recorder with a recorded copy given to us for our files.
Until the recorded copy is received, your Minor Use Permit is not complete.
After we review our copy, we will provide our clearance to the Building
Department to issue the building permit.
Should you have any questions, please call me at (760) 777-7070.
Very truly yours,
TIM NGU E
Assistant Planner
Attachment
c: Building and Safety Department
p:\mup LA 2005-598.doc
RECORDING REQUESTED BY:
Sauter family Trust
3 Von Dehn Road
Rancho Mirage, CA 92270
WHEN RECORDED PLEASE MAIL TO:
Sauter Family Trust
3 Von Dehn Road
Rancho Mirage, CA 92270
OOC /17/20
20050A 022 0339
03 .00
Page 1 of 4
Recorded in official Reeords
County of Riverside
Larry W. Ward
Assessor, County Clerk & Recorder
VIII III VIII IIII IIII
IIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIII
—U II PAGE I SIZE I DA - I PCOR I NOCOR I SMF I MISC.
1 A I R I II I I COPY I LONG I REFUND I NCHG I EXAM
COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT a0
LOT 18 on VIA BONITA TRAIL, LA QUINTA; CALIFORNIA
This Covenant 'and Agreement are made and executed this 2"d day of
V
February, 2005 by Sauter Family Trust, as the recorded owner(s) of the property VG
described herein. The City of La Quinta, a Municipal Corporation, is hereby made a
party to this Agreement for the purposes set forth ,below.
The undersigned hereby certifies that he/she is the property owner of- the
following described real property. in the City of La Quinta, County of Riverside,
State of California:
LOT 18, BK. 772 PG., 28, TR 21176, in the City of La Quinta, County of
Riverside, State of California
In consideration of the City of La Quinta issuing a building permit for certain
improvements, which will be constructed on said property, the undersigned does
hereby covenant and agree to, and with said City, to. restrict the use of said
property as follows:
1. The guest house may not be rented nor sold independent of the main single
family residence (Minor Use Permit No. 2005-598►;
2. No kitchen or .cooking facilities shall be constructed in the guest house per
the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.1 10 (Guest
Houses) of the La Quinta Municipal Code;
3. All on-site facilities are intended for the sole occupancy of the property
owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and,
4. The guest house shall be used primarily as a sleeping facility, and shall be
maintained in accordance with all zoning and other codes as set forth in the
0
be maintained in accordance with all zoning and other codes as set
forth in the La Quinta Municipal Code, as may be amended from time
to time.
This covenant and agreement shall run with the land and shall be binding
upon future owners, their successors, heirs, or assigns, and ourselves, and shall
continue in effect while said accessory building remains on the real property or
unless otherwise released by the authority of the City of La Quinta. All leases of
said dwelling and/or property shall be subject to this restriction. This agreement
shall be entitled to the remedy of injunctive relief in addition of any remedy in law
or equity.
This covenant and agreement and the provisions hereof are irrevocable,
except by the written consent of all parties to the agreement, including the City of
La Quinta, a municipal corporation. The City shall have the right to enforce each
and every provision hereof and the parties agree that the agreement shall not be
rescinded, revoked, modified, or otherwise amended or changed, without the
expressed written consent of the City first being obtained.
In the event that the owners, their heirs, assigns or successors in interest,
shall fail to perform any obligation hereunder, they hereby agree to pay all costs
and expenses incurred by the City of La Quinta in securing performance of such
obligation, including attorney's fees.
M
X
0
Signature(s
Printed Name of all owner(s)
Dated:
D'ouglo— . Evans Date
Community Development Director
City of La Quinta
ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X
11" FORMAT, FOR.EACH SIGNATURE.
r
State of California
County of Riverside
On �)-/'0 I - o0 S before me, Phyllis Manley, Notary Public,
personally appeared Douglas R. Evans, personally known to . me to be the person
whose name is subscribed to the within instrument and acknowledged to me that he
executed the same in his authorized capacity, and that by his signature on the
instrument the person or the entity upon behalf of which the person acted, executed
the instrument.
WITNESS my hand and official seal.
(Seal) .
LowPFM;us MANLEY
CornmIlon 8 137M
Notary PubEc - CallfWVa.
Rlverslde county -
Cmym j= Q0 16, 2W6
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
p �_A
County of aL� d�Gd e ss.
On 0-5 , before me,me
Date Name and Title of Officer (e.g., IJane Doe, Notary Pub )
personally appeared S n ��
Name(s) of Signer(s)
ELAINE LEVEY
Commission rll.1354246
Notary Public - California_
Los Angeles County
14k".Comm. Expires Apr 29.2006
❑ personally known to me .
Xproved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
- a_ - 6 --el
Place Notary Seal Above Signature of Not ublic
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
❑ Individual
Corporate Officer — Title(s): _
Partner — ❑ Limited ❑ General
Attorney in Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing:
Number of Pages:
RIGHT THUMBPRINT
OF SIGNER
01997 National Notary Association - 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder. Call Toll -Free 1-800.876.6827
J
GENERAL NOTES
I .
ALL "OF EQUAL " SUBSTITUTIONS SHALL BE SUBMITTED TO AND
APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO INSTALLATION.
2.
ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD RATING
LAVATORIES
NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450.
3.
HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION
8 F.U.'S
OF HOT MOPPING * SHALL BE FILLED W/ WATER FOR INSPECTION.
4.
HYDRO MASSAGE BATHTUBS *THEIR ASSOCIATED ELECTRICAL
6 =
COMPONENTS SHALL BE PROTECTED BY A GROUND FAULT CIRCUIT
SHOWER (MULTI. -HEAD)
INTERRUPTER.
5.
ALL FIXED APPLIANCES SHALL BE SECURELY ANCHORED IN PLACE.
G.
WATER HEATERS SHALL BE 5ECURELY'5 RAPPED IN PLACE (FOR
I
LATERAL SUPPORT) AND BE EQUIPPED WITH TEMPERATURE AND
2 =
PRESSURE RELIEF VALVES.
7.
ALL HOSE BIBBS SHALL HAVE A BACK-FLOW / ANTI -SIPHON VALVE / NON -
2
REMOVABLE.
8.
CONDENSATE SHALL BE COLLECTED � DISCHARGED TO AN APPROVED
2
PLUMBING FIXTURE OR APPROVED DISPOSAL AREA.
9.
FIREPLACE SHALL BE "SUPERIOR" MODEL #KR -38 W/ INSULATED GLASS
BAR SINK
DOORS * OUTSIDE COMBUSTION AIR. WARNOCK � HERSHEY FILE #MH8988
@
APPROVAL NO, NEKQA 2 1 9.
= 1
PROVIDE 2000 GAL. TANK (8'x 16')
10.
WATER CLOSETS SHALL BE "ULTRA LOW FLUSH" TYPE W/ I ,6 GALLONS
MAXIMUM PER FLUSH PER U.P.C. SEC. 402.2.
1 1.
CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
A-1
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE PER
PROVIDE 2.500 GAL. TANK ((5'x 16')
U.P.C. SEC. 410.7.
12.
ALL AIR DUCT EXHAUST OUTLETS SHALL BE 3' AWAY FROM THE
OPENINGS INTO THE BUILDINGS PER LI,P.C. SEC. 609. 10,
13.
PROVIDE WATER RESISTANT GYPSUM BOARD UNDER TUB * SHOWER
ENCLOSURE MATERIALS TO A HEIGHT OF 70" MIN. ABOVE THE DRAIN
INLET U.B.C. 807. I.S.
14.
PROVIDE PRESSURE RELIEF VALVE W1 DRAIN TO OUTSIDE @ WATER,
HEATERS U.P.C. 608.
15.
PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE
PRE55URE EXCEEDS 80 PSI U.P.C. 608.2,
CALIFORNIA ENERGY COMMISION (TITLE 24) REWTS,
I . ALL SHOWER HEADS, LAVATORY FAUCETS AND SINK FAUCETS USED FOR OTHER THAN SAFETY
REASONS SHALL BE EQUIPPED WITH FLOW CONTROL DEVICES TO LIMIT FLOW TO A MAXIMUM
OF THREE (3) GALLONS PER MINUTE. IN ADDITION, NO SHOWER HEAD, LAVATORY FAUCET
OR SINK FAUCET USED FOR OTHER THAN SAFETY REASONS SHALL BE INSTALLED UNLE55
SAMPLES HAVE BEEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES DESCRIBED
IN SECTION 1603 OF THE APPLIANCE EFFICIENCY REGULATIONS AND THE MANUFACTURER
HAS CERTIFIED TO THE COMMISSION THAT THE WATER FLOW RATE DOES NOT EXCEED THE
ABOVE VALUES,
2. ALL SWINGING DOORS AND WINDOWS OPENING TO THE EXTERIOR OR TO UNCONDITIONED
AREAS SUCH AS GARAGES, SHALL BE FULLY WEATHER-STRIPPED, GASKETED OR OTHERWISE
TREATED TO LIMIT INFILTRATION. ALL MANUFACTURED WINDOWS AND SLIDING GLA55 DOORS
SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDS
INSTITUTE A.S.T.M. 283-73 WITH A PRESSURE DIFFERENTIAL OF ).57 LBS. PER SQUARE FOOT
AND SHALL BE CERTIFIED AND LABELED.
3. UPON COMPLETION OF THE INSTALLATION OF INSULATION, A CARD CERTIFYING THAT THE
INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THESE
REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND BY THE BUILDER.
THIS INSULATION COMPLIANCE CARD SHALL BE POSTED AT A CONSPICUOUS LOCATION WITHIN
THE DWELLING.
PLUMBING FIXTURE UNITS (SEPTIC TANK SIZING)
SEPTIC TANK # I
w
BATH # I , BATH #2, LAUNDRY,
KITCHEN, BAR, BUTLERS PANTRY,
POWDER ROOM, OFFICE TOILET, M. BEDROOM
LAVATORIES
4
@
2 =
8 F.U.'S
WATER CLOSETS
5
@
6 =
30
SHOWER (MULTI. -HEAD)
I
@
3 =
3
BATHTUB
I
@
2 =
2
KIT. SINK
3
2
2 =
q
D15H WASHER
2
@
2 =
4
BAR SINK
I
@
1
= 1
PROVIDE 2000 GAL. TANK (8'x 16')
k-
54 F.U.'S REQ'5 2250 GAL. TANK
sheet no.
A-1
PROVIDE 2.500 GAL. TANK ((5'x 16')
SEPTIC TANK #2
w
BATH # I , BATH #2, LAUNDRY,
GUEST,
PATIO -BAR
LAVATORIES
4 @
2
= 8 F. U.5
WATER CLOSETS
3 @
6
= 18
SHOWER (I -HEAD)
3 @
2
= 6
BATHTUB
I @
2
= 2
BAR SINK
I @
I
= I
LAUNDRY 51NK
I @
2
= 2
CLOTHES WASHER
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3
= 3
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40 F. U.5 REQ'S 2000 GAL. TANK
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PROVIDE 2000 GAL. TANK (8'x 16')
SHEET INDEX
A-1 SITE PLAN, GENERAL NOTES, INDEX
A-2 FLOOR PLAN
A-3 GUESTHOUSE FLOOR, H.V.A.C, ELECTRICAL PLANS
A-4 DOOR, WINDOW, FINISH SCHEDULES, TITLE 24
A-5 EXTERIOR ELEVATIONS
A-6 ROOF AND REFLECTED CEILING PLANS
A-7 SECTIONS
A-8 SECTIONS
A-9 SECTIONS
A-10 ELECTRICAL PLAN
A-11 H.V.A.0 PLAN
A-12 LANDSCAP(NG PLAN
A -t3 uA,1,4DSCAPING PLAN
SN -1 STRUCTURAL NOTES
S-1 FOUNDATION PLAN
S-2 FRAMING PLAN
S-3 GUESTHOUSE FRAMING AND FOUNDATION PLANS
SD -1 DETAILS
SD -2 DETAILS
SD -3 DETAILS
SD -4 DETAILS
50TH AVENUE
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PROJECT SITE
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LOT 18 POLO ESTATES
LA QUINTA, CA.
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A.P.N. 772-280-018
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52NO AVENUE
VICINITY MAP
NO SCALE
NORTH
C.L. VISTA BONITA
SITE PLAN 1" = 20'-0"
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ASSESSOR'S PARCEL NO: 772-280-018 ' Z
AREA CALCULATIONS
GROSS
LOT AREA 2.25 ACRES ( 98,241 S.F.)
RESIDENCE 5,842.0 SQ. FT.
GUEST HOUSE 646.0 SO. FT.
TOTAL LIVING 6,488.0 SQ. FT,
4 CAR GARAGE 1,190.0 SQ. FT.
TOTAL 7,678.0 SQ. FT.
COVERED PATIO
I PORTE COCHERE, ETC. 3,635.0 SQ. FT,
TOTAL AREA UNDER ROOF 11,313.0 SQ. FT.
NET
1.99 ACRES ( 86,684.5 S.F.)
REFERENCE CODES
THIS PROJECT SHALL COMPLY W/ THE 2001 EDITION OF THE
CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS
THE 1997 UBC, 2000 UMC, 2000 UPC AND THE 1999 NEC.
NOTE _
1. SThjCTURAL_'OBSERVATION REQUIRED AS PER U.B.0
SECTION 1702.
2. CITY OF LA QUINTA ENCROACHMENT PERMIT REQUIRED
PRIOR TO ANY WORK BEING DONE IN THE PUBLIC RIGHT-OF-WAY
3. ALL STEEL SHALL BE FABRICATED IN AN I.C.B.O OR
CITY APPROVED SHOP
4. SURFACE WATER SHALL DRAIN AWAY FROM BUILDING
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2'-2" 9'-4" 14'-6" 7'-8" 17'-3"11 6'-7" 1'-7 11
"
1'-7" 11'-4" i 1'-7"
GUEST HOUSE FLOOR PLAN 1/4" = 1'-0"
"�' " "SASH ENCLOSURE
D MAN GATE W/
:KING
ENTRY GATES 1/2" = 1'-0"
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WATER HEATER DRAT
A.O. SMITH FP5-50-c'
WATER HEATER - SEE
NOTE #5 THIS SHEET
(2) A.C. COND. UNITS ON 4" CONC.
PAD (T.O. CONC. 3" ABOVE ADJ.
GRADE) W/ ELECT. DISCONNECT
WITHIN 3' OF UNIT ��m
ELECT. DI5C
:OND. UNITS ON 4" COI`
,ONC. 3" ABOVE ADJ.
ELECT. DISCONNECT
DF UNIT —�
Kl11,14p4
ELECT. DISC.
G.F.I W.
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NOTE!
I . FORCED AIR UNITS SHALL BE INSTALLED WITH
A MINUMUM OF 3" CLEAR ON 51DE5 AND BACK
2. ALL AIR DUCTS SHALL HAVE R 4.2 INSULATION
3. ALL AIR DUCTS PENETRATING SEPERATION WALLS
OR CEILING BETWEEN GARAGE * LIVING AREA
SHALL BE 2G GA. G.I. MIN.
4. DRYER VENT (EXTEND THRU ROOF) SHALL HAVE
A TOTAL COMBINED LENGTH (INCLUDING TWO
90° ELBOWS) NOT TO EXCEED 14'. DRYER
VENT SHALL BE SMOOTH METAL (UMC 504.3)
�- SHALL HAVE A BACK -DRAFT DAMPER (UMC 504. 1)
5. WATER HEATERS SHALL HAVE AUTO -PILOT IGNITION
W1 TEMP. t PRESSURE RELIEF VALVES. TOP 1/3
BOTTOM 1/3 OF TANK SHALL BE STRAPPED AS
REQUIRED FOR LATERAL SUPPORT.
GUEST HOUSE HN.A.C. PLAN 1/4" = 1'-0"
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RV.A.0 EQUIPMENT
GUEST HOUSE
SPLIT A.C. SYSTEM BDP CO. 563AN036-A W/ SETBACK THERMOSTAT
12.0 SEER 80% AFUE
AIRFLOW (CFM) HEATING 410
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RESIDENCE
TO RESIDENCE
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GUEST HOUSE ELECTRICAL PLAN 1/4" = 1'-0"
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T.O. DBL. PLATE
SMOOTH FINISH
CEMENT PLASTER
T.O. CONC. FLOOR SLAB
12
31
CLAY TILE ROOFING
EXPOSED 4x6 TAILS
LEDGESTONE VENEER
PRE -FAB DECORATIVE
CHIMNEY CAP
LEDGESTONE VENEER
CEMENT PLASTER AND LATMING GENERAL NOTES
LATHING, EXTERIOR HORIZONTAL, OR SLOPING SURFACES
I.
ALL HORIZONTAL OR SLOPING SURFACES TO BE PLASTERED SHALL BE COVERED WITH METAL LATH, 3.4 LBS. PER
50. YD. ERECT WITH LONG DIMENSIONS OF SHEET ACROSS SUPPORTS, CARRY DOWN G" ONTO WALLS; LAP AT
LEAST ONE MESH AT SIDES AND ENDS; WIRE EDGES TOGETHER G" ON CENTER BETWEEN SUPPORTS; SECURE
12 WITH GALVANIZED BARBED ROOFING NAILS, 1 1/4" LOND' MADE OF I I GA. STEEL WIRE HAVING A 7/1 G DIA. HEAD
— 13 EXPOSED 4 x 6 TAILS AND SPACED NOT MORE THAN G; APART TO WOOD BEARING. FIT NAILS WITH 3/4" DIA, GALV. STEEL WASHERS.
METAL LATH SHALL AL50 BE FASTENED TO HORIZONTAL WOOD AT EACH INTERSECTION OF STRIPPING AND JOIST.
_ – – T.O. DBL. PLATE ALL AT EACH INTERSECTION OF STRIPPING AND J015T, ALL A5 PER 5PEC!FICATION5 3C OR 5C OF THE "METAL LATH
SPECIFICATIONS FOR METAL LATHING AND FURRING".
iQ LATHING, EXTERIOR, VERTICAL SURFACES
SMOOTH FINISH CEM. r
PLASTER
LEDGESTONE VENEER ALL EXTERIOR FRAME SURFACES TO BE PLASTERED SHALL HAVE WIRE OF NOT LESS THAN NO. 18 W$M GAUGE
STRETCHED TAUT HORIZONTALLY AT INTERVALS NOT EXCEEDING 51X INCHES, ON CENTERS VERTICALLY AND
SECURELY FASTENED IN PLACE. OVER WIRE INSTALL 15 LB. ASPHALT SATURATED FELT, APPLIED WEATHER BOARD
FASHION, LAPFiNG HORIZONTAL JOINTS 3" AND VERTICAL JOINTS 13'. FELT SHALL BE SECURED WITH LARGE HEAD
ROOFING NAILS. OVER THE FELT TIGHTLY STRETCH I " ME511, 18 GA. GAL. NETTING SECURED AT G" CENTERS, ON
STUD VERTICALLY AND I G" O.C. VERTICALLY. NAILS SHALL BE GALVANIZED 3/8" THICK WAD I " PENETRATION INTO
T.O. CONC. FLOOR SLAB WOOD. LAP WIRE 2" AT ENDS AND EDGES, EXTEND G" DOWN OVER CONCRETE AND G" AROUND CORNERS, VERTICAL
JOINTS SHALL BE STAGGERED.
WEST ELEVATION 3/1611 = 1'-0"
PRE -FAB DECORATIVE
�l uu w,ry r AM
EAST ELEVATION 3/16" = 1'-0"
ooC CAM ncrnQArivc
PLASTERING
SHALL BE PORTLAND CEMENT PLASTER APPLIED IN THREE COATS WITH TOTAL THICKNESS OF 7/8". NO LIME WILL BE
ALLOWED. SCRATCH COAT SHALL BE MIXED IN PROPORTIONS OF ONE PART CEMENT TO 3 1/2 PARTS DRY SAND.
SCRATCH IN TWO DIRECTIONS AND KEEP DAMP FOR TWO DAYS THEN ALLOW TO DRYTHOROUGHLY. BROWN COAT
SHALL BE MIXED IN PROPORTIONS OF ONE PART CEMENT TO 4 1/2 PARTS DRY SAND. SURFACE SHALL BE DAMPENED
BEFORE APPLICATION. ROUGHEN SURFACE LIGHTLY TO INSURE BOND, KEEP DAMP FOR TWO DAYS AND ALLOW TO
DRY FIN15H COAT SHALL HAVE A MINIMUM THICKNESS OF I V. KEEP FINISH COAT DAMP FOR TWO DAYS. FINISH COAT
SHALL BE A SAND FLOAT FINISH WITH SPONGE RUBBER FLOAT TO AN EVEN SURFACE,
WEEP SCREEDS
I.
SHALL BE 28 GA. G.I. MIN. INSTALLED @ FOUNDATION PLATE LINE AT A MINIMUM OF 4" ABOVE
ADJACENT FLAT WORK (TYP.)
NOTE! ALL EXTERIOR DOOR t WINDOW OPENINGS SHALL HAVE "SISAL" HEAD AND JAMP FLASHING (TYP.)
T.O. DBL. PLATE
T.O. CONC. FL. SL
NORTH ELEVATION
6" = 1'-0"
c;ni ITH FI FVATION
3/16" = 1'-0.1
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T.O. DBL. PLATE
SMOOTH FINISH
CEMENT PLASTER
T.O. CONC. FLOOR SLAB
12
31
CLAY TILE ROOFING
EXPOSED 4x6 TAILS
LEDGESTONE VENEER
r
PRE -FAB DECORATIVE
CHIMNEY CAP
LEDGESTONE VENEER
12
X13
EXPOSED 4 x 6 TAILS
T.O. DBL. PLATE
SMOOTH FINISH CEM.
PLASTER
LEDGESTONE VENEER
T.O. CONC. FLOOR SLAB
WEST ELEVATION 3/1611 = 1`-0"
PRE -FAB DECORATIVE
`+l ml Kll %/^AM
EAST ELEVATION 3/1611 = 1`-0"
DDC CAM MMM/ IDATI%/C
CEMENT PLASTER AND LATtMG GENERAL NOTES
LATHING, EXTERIOR HORIZONTAL, OR SLOPING SURFACES
ALL HORIZONTAL OR SLOPING SURFACES TO BE PLASTERED SHALL BE COVERED WITH METAL LATH, 3.4 LBS. PER
50. YD. ERECT WITH LONG DIMENSIONS OF SHEET ACROSS SUPPORTS, CARRY DOWN G" ONTO WALL5; LAP AT
LEAST ONE MESH AT SIDES AND ENDS; WIRE EDGES TOGETHER G" ON CENTER BETWEEN SUPPORTS; SECURE
WITH GALVANIZED BARBED ROOFING NAILS, 1 114" LOND' MADE OF I I GA. STEEL WIRE HAVING A 7/1 G DIA. HEAD
AND SPACED NOT MORE THAN G; APART TO WOOD BEARING. FIT NAILS WITH 3/4" DIA. GALV. STEEL WASHERS.
METAL LATH SHALL ALSO BE FASTENED TO HORIZONTAL WOOD AT EACH INTERSECTION OF STRIPPING AND JOIST.
ALL AT EACH INTERSECTION OF STRIPPING AND JOIST, ALL AS PER SPECIFICATIONS 3C OR 5C OF THE "METAL LATH
SPECIFICATIONS FOR METAL LATHING AND FURRING".
LATHING, EXTERIOR, VERTICAL SURFACES
I.
ALL EXTERIOR FRAME 5URFACE5 TO BE PLASTERED SHALL HAVE WIRE OF NOT LESS THAN NO. 18 W*M GAUGE
STRETCHED TAUT HORIZONTALLY AT INTERVALS NOT EXCEEDING SIX INCHES, ON CENTERS VERTICALLY AND
SECURELY FASTENED IN PLACE. OVER WIRE INSTALL 15 LB. ASPHALT SATURATED FELT, APPLIED WEATHER BOARD
FASHION, LAPPING HORIZONTAL JOINTS 3" AND VERTICAL JOINTS 13". FELT 5HALL BE SECURED WITH LARGE HEAD
ROOFING NAILS, OVER THE FELT TIGHTLY STRETCH I" MESH, 18 GA. GAL. NETTING SECURED AT G" CENTERS, ON
STUD VERTICALLY AND I G" O.C. VERTICALLY. NAILS SHALL BE GALVANIZED 3/8" THICK WAD I " PENEI"RATION INTO
WOOD. LAP WIRE 2" AT ENDS AND EDGES, EXTEND G" DOWN OVER CONCRETE AND G" AROUND CORNERS, VERTICAL
JOINTS SHALL BE STAGGERED.
PLA5TERI NG
I.
SHALL BE PORTLAND CEMENT PLASTER APPLIED IN THREE COATS WITH TOTAL THICKNE55 OF 7/8". NO LIME WILL BE
ALLOWED. SCRATCH COAT SHALL BE MIXED IN PROPORTIONS OF ONE PART CEMENT TO 3 1/2 PARTS DRY SAND.
SCRATCH IN TWO DIRECTIONS AND KEEP DAMP FOR TWO DAYS THEN ALLOW TO DRYTHOROUGHLY. BROWN COAT
SHALL BE MIXED IN PROPORTION5 OF ONE PART CEMENT TO 4 1/2 PARTS DRY SAND. SURFACE SHALL BE DAMPENED
BEFORE APPLICATION. ROUGHEN SURFACE LIGHTLY TO INSURE BOND, KEEP DAMP FOR TWO DAYS AND ALLOW TO
DRY FINISH COAT SHALL HAVE A MINIMUM THICKNESS OF 1/8". KEEP FINISH COAT DAMP FOR TWO DAYS. FINISH COAT
SHALL BE A SAND FLOAT FIN15H WITH SPONGE RUBBER FLOAT TO AN EVEN 5URFACE.
WEEP 5CREED5
I.
SHALL BE 28 GA. G.I. MIN. INSTALLED @ FOUNDATION PLATE LINE AT A MINIMUM OF 4" ABOVE
ADJACENT FIAT WORK (TYP.)
NOTE! ALL EXTERIOR DOOR $ WINDOW OPENINGS SHALL HAVE "SISAL" HEAD AND JAMP FLASHING (TYP.)
06111»s_Allilz
T.O. CONC. FL. SL
NORTH ELEVATION 3/16" = 11-011
.-w --- .-1.- .— 1 k . . . ., _...__.... .._._.. --' _ . . . -.-._. `... y
SOUTH ELEVATION
3J16" = 1'-0"
GLASS BLOCK
PARTIAL EAST ELEVATION \— LEDGESTONE VENEER 3/16" =1'-O"
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sheet no.
A-5
of sheets
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