MUP 2006-781City of La Quinta
Community Development Department
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 FAX: (760) 777-1233
OFFICE USE ONLY
Case No. 0.6 % Y/
Date Re cv . 3 31-c-76
Fee: -7 S,
00
Related Apps.:
Logged in by: 64
/—/ For An Event of More Than 2,000 People, include Waste Reduction Info
APPLICATION FOR MINOR USE 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.
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APPLICANT D AUi 5 - AK O &
(Print) p f
MAILING ADDRESS �) - ' / ed vis' :B0 N t T/.V k ' Rhone No.
CITY, STATE, ZIP: /—A n r, f ^��r 5 Fax No.
PROPERTY OWNER (If different): JoSeo�joki 13 C4 A, t fC ).CC %�N � *,P-
(Print) J�
MAILING ADDRESS: so - (S 170.. 0 Lphone No. X60 %7 5 - �
CITY, STATE, ZIP: t� u , ,,�� (34 9 �.. �� Fax No.
PROJECT LOCATION:
PROPOSED USE AND/OR CONSTRUCTION (Including operational i
LEGr AL DESCRIPTION (LOT & TRACT OR A.P.N.):
AW 07 (G -() - 0o 5i p,,u_r
Zt) f 41 5? 3 :1j- n c-- .2 Zl')4 V
A 18\Minor Use Permit
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SUBMISSION REQUIREMENTS:
O Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
Five (5) sets of plans on 8'/z" x 1 I" sheet or folded down to 8'V2" 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 i L
(Please Pri )
SIGNATURE OF APPLICANT ATE;;o
NAME OF �ROPERTY OW41E11R, )d S kP- J61A n A (, ufl J?E. A NA h/vL/�—
(Please Print)
SIGNATURE OF PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT: DATE
(Signature provides consent for applicant to 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 1Minor Use Permit
May 3, 2006
E
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Ms. Cynthia Davis-Anderholt
80-780 Vista Bonita Trail
La Quinta, CA 92253
SUBJECT: MINOR USE PERMIT 2006-781
80-780 VISTA BONITA TRAIL
Dear Ms. Davis-Anderholt:
M
(760) 777-7000
FAX (760) 777-7101
Your request for approval of Minor Use Permit 2006-781,. allowing the construction of a
casita/guesthouse at 80-780 Vista Bonita Trail in La Quinta, is hereby approved. You
may now contact the Building. & Safety Department for your building permit.
Enclosed is the approved original Deed Restriction for this. Minor Use Permit. It must be
signed by the owner 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 the City for
our files.
The Community Development Department will sign the job card when the recorded copy
is received, which would provide our clearance to the Building & Safety Department to
issue the building final inspection. Until the recorded copy is received by the Community
Deve!opment Department, your Minor Use Permit is not complete, and a final inspection
will not be conducted by the Building & Safety Department.
Should you have any questions, please call me at (760) 777-7125.
truly yours,
JAYWtJU
Assistant Planner
Attachments
c. Building and Safety Department
"If this document contains any restriction based on race,
color, religion, sex; familial status, marital status,
disability, national origin, or ancestry, that restriction
violates state and federal fair housing laws and is void,
and may be removed pursuant to Section 12956.1 of the
Government Code. Lawful restrictions under state and
federal law on the age of occupants in senior housing or
housing for older persons shall not be construed as
restrictions based on familial status."
ACR 258P-AS4CL0 (Rev. 02/2003)
L�
RECORDING REQUESTED BY:
Ms. Cynthia Davis-Anderholt
WHEN RECORDED. PLEASE MAIL TO:
Ms. Cynthia Davis-Anderholt
80-780 Vista Bonita Trail
La Quinta, .CA 92253
DOS# 2006-0338974
05/ /2006 08:00A Fee:19.00
Page 1 of 5
Recorded in Official Records
County of Riverside
Larry W. Ward
Assessor, County Clerk &_Recorder
IIIIII IIIIIII VIII IIII IIIIII III IIIIIII III VIII IIII IIII � �
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LONG I
REFUND I
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EXAM
COVENANT .AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT
80-780 VISTA BONITA TRAIL, LA QUINTA, CALIFORNIA t✓
AT
This Covenant and Agreement are made and executed this 3rd day of May by
Mr. Joseph John & Cynthia Lee Anderholt ,as the recorded owner(s) of the property
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:
PAGE Al a LOT 8; TR 21176; APN: 769-420-008, in the City of La Quinta, "
r►?gP. ,Bk7� 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. 2006-781);
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 9.60.110. (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. Theguest house shall be used primarily. as a sleeping p g facili ty, and -shall 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 a in securing rmance of such obligation,
including attorney's fees.
By: 1.
Signature(s) Printed Name of all owner(s)
Dated:
DoLTgras P
1,kEVans Date
Commun y Development Director
City of La Quinta
0
State of California
County of Riverside
•
On d before me, France B. Barker, Notary Public, personally appeared Jo5epH Jo
Anderholt and Cindy Lee Anderholt, personally known to me to be the persons whose
names are subscribed to the within instrument and acknowledged to me that they executed the
same in their authorized capacities, and that by their. signatures on the instrument the persons or
the entity upon behalf of which the persons acted, executed the instrument,
WITNESS my hand and official seal. (Seal)
"-aaew Not Public
Le
RANCE B.BARKER
�' Comm. # 1487709reNOTARY PUBLIC -CALIFORNIAN .
Riverside County
My Comm. Expires MAY
4.2008
State of California
County of Riverside
On 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)
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GENERAL REQUIREMENTS
1. CONTRACTOR SHALL VISIT J0155ITE AND VERIFY ALL GRADE5, DIMEN51ONS AND CONDITIONS PRIOR TO COMMENCING WORK.
2. CONTRACTOR SHALL SE KE5PON5113LE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF ALL
51-113CONTRACTOK5 OR TRADES.
3. CONTRACTOR OR BUILDER SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN
THE CONTRACT DOCUMENTS.
4. ALL WORK PERFORMED SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM
BUILDING CODE, LOCAL BUILDING ORDINANCES AND OTHER APPLICABLE GOVERNING CODES HAVING JURISDICTION
OVER THE PROJECT (SEE PROJECT 5TATI5TIC5/CODE5 FOR MORE INFORMATION)
5. CONTRACTOR SHALL SE REOPON5113LE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR
OPERATION. ALL SCRAP, DEBR(5 AND OTHER EXCESS MATERIAL SHALL 13E REMOVED FROM THE BUILDING SITE.
6. THE OWNER RETAINS THE RIGHT TO MAKE CHANGES IN THE WORK AND THE CONTRACT AMOUNT WILL BE ADJUSTED
ACCORDINGLY. THE CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT WRITTEN APPROVAL FROM
THE OWNER.
7, ALL MATERIALS SHALL BE FURNISHED A5 5HOWN WITHIN THE CONTRACT DOCUMENT5. 5UB5TITUTIONS SHALL BE
SUBMITTED FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK,
CONCRETE
1. EXCAVATE FOR FOUNDATIONS TO THE DEPTH5 INDICATED ON THE DRAWINGS BELOW UNDISTURBED 501L OR
SUPERVISED COMPACTED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE 12" MIN. DEPTH UNLE55 OTHERWISE
NOTED.
2. CONCRETE MIX. TYPE V PER A5TM C-150 WITH A WATER/CEMENT RATIO NOT TO EXCEED 0.45 MAX. PER,94
LB. SACK OF PORTLAND CEMENT. CONCRETE SHALL ACHIEVE A COMPRESSION STRENGTH NO LESS THAN 2,500 P51
WITHIN 28 DAYS.
3. CONCRETE FLOOR SLA155 ON GRADE SHALL BE MIN. 4' NOMINAL THICKNESS, (UNLESS OTHEKW15E NOTED).
CONCRETE FLOOR SLABS WHICH ARE SCHEDULED TO RECEIVE FLOORING MATERIAL OR TO REMAIN EXPOSED
SHALL BE TROWELED TO A SMOOTH UNIFORM FINISH.
4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR DOLTS, HOLD DOWN ANCHORS AND OTHER INSERTS SHALL BE
SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING ANY CONCRETE.
5. ALL EXTERIOR SLA135 SHALL HAVE A MINIMUM SLOPE OF 17 AWAY FROM STRUCTURE. ALL EXTERIOR 5LAB5 SHALL
HAVE CONTROL JOINTS AT 10'-0" O.C. AND EXPANSION JOINTS AT 20'-0" O.C. AND HAVE A MEDIUM BROOM FINISH, UNLE55
OTHERWISE NOTED.
MASONRY
1. MASONRY UNITS FOR HOLLOW UNIT MASONRY CONSTRUCTION SHALL BE GRADE A UNITS CONFORMING TO A5TM C-90.
CONSTRUCTION OF CONCRETE MA50NKY UNITS SHALL CONFORM TO THE LATEST ADOPTED CODES AND ORDINANCES.
2. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF ONE PART PORTLAND CEMENT,1/2" MAX. AND 1/4" MIN.
PART LIME PUTTY OR HYDRATED LIME AND THREE PARTS CLEAN WASHED SAND. MORTAR SHALL BE TYPE 5
ACHIEVING AN ULTIMATE COMPRE551VE STRENGTH OF 1,800 P51 WITHIN 28 DAYS.
3. GROUT SHALL BE PROPORTIONED BY VOLUME AND SHALL HAVE SUFFICIENT WATER ADDED TO PRODUCE
CONS15TENCY FOR POURING WITHOUT SEGREGATION.
FINE GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT, TO WHICH MAY BE ADDED NO MORE THAN 1/10
PART HYDRATED LIME OR LIME PUTTY AND 2-1/4 TO 3 PARTS SAND.
4. COARSE GROUT SHALL 13E COMPOSED OF ONE PART PORTLAND CEMENT, TO WHICH MAY BE ADDED NO MORE THAN
1/10 PART HYDRATED LIME OR LIME PUTTY, 2 TO 3 PARTS SAND AND NO MORE THAN 2 PAKT 5 FEA GRAVEL.
COARSE GROUT MAY 13E USED IN CAVITIES 4" IN DIAMETER OR GREATER. GROUT LIFTS ARE LIMITED TO 48" MAX.
HEIGHT.
5. GROUT SHALL ATTAIN A MINIMUM COMPKE551VE STRENGTH OF 2,000 F51 WITHIN 26 DAYS,
6. GROUT SOLID ALL CELLS BELOW GRADE AND ALL CELLS CONTAINING REINFORCING STEEL. ALL ISOLATED BOLTS
EMBEDDED IN MASONRY SHALL BE GROUTED SOLID IN PLACE WITH A MINIMUM 2" COVERAGE.
7. PROVIDE 1/2" DIA. X 6" MIN. ANCHOR BOLT5 AT 24" O.C. VERTICALLY WHERE WOOD STUD WALLS ADJOIN CONCRETE
MASONRY UNIT WALLS.
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING WITH A5TM A-615, GRADE 40.
2. 5PLICE5 IN REINFORCING STEEL SHALL BE MIN. 30 BAR DIAMETERS IN CONCRETE AND MIN. 40 BAR DIAMETERS IN
CONCRETE MASONRY.
STRUCTURAL STEEL
1, STRUCTURAL STEEL SHALL CONFORM WITH ASTM A-36, PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B.
2. FABRICATION AND ERECTION OF STRUCTURAL STEEL COMPONENT5 SHALL CONFORM WITH THE LASTEST STANDARDS
OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AI5C)
3. REQUIRED WELDING SHALL BE PERFORMED USING SHIELDED METAL ARC OR SUBMERGED ARC PROCE55 WITH
APPROVED ELEC PODE5 CONFORMING TO A5TM A-233. WELDING SHALL BE PERFORMED BY AN L.A. CITY APPROVED
AND CERTIFIED STRUCTURAL' WELDER. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED
DEPUTY INSPECTOR AT THE 50LE EXPENSE OF THE CONTRACTOR PERFORMING SAID WORK,
EXTERIOR PLASTER
1. MOISTURE, AIR AND VAPOR BARRIER SHALL BE 15# FELT MOISTURE (GRADE D MIN.) BARRIER LAPPED TO DRAIN,
METAL LATH SHALL BE 2.5 LB/5.Y. GALV. 5ELF FURRING HEXAGONAL WOVEN WIRE METAL LATH. RIBLATH FOR CEILINGS
SHALL BE FLAT RIB MY' GALV. 3.4 LB./5.Y. ALL PLASTER 5CREED5 AND ACCESSORIES SHALL BE 26 GA. GALV. MIN.
PROVIDE (2) LAYERS VAPOR BARRIER OVER PLYWOOD SHEATHING WHERE PLASTER OCCURS OVER PLYWOOD SHEAR WALLS.
2. PLASTER BASE COAT AND BROWN COAT MATEKIAL5 SHALL CON515T OF TYPE I OR (1 CEMENT CONFORMING TO
ASTM C-150, WITH TYPE 5 LIME CONFORMING TO A5TM C-206, WITH AGGREGATE SAND CONFORMING TO A5TM C-897
AND CLEAN POTABLE WATER. BONDING AGENT SHALL CONFORM TO A5TM C-932, APPLICATION SHALL BE IN
ACCORDANCE WITH 2506 C.B.G.
3. PLASTER FINISH COAT MATERIALS SHALL BE PREMIXED TO MANUFACTURERS RECOMMENDATIONS, EXTERIOR, WATER
KE515TANT TYPE, EXTERIOR COLOR COAT AS MANUFACTURED BY LA HABRA STUCCO, COLOR A5 SELECTED BY
ARCHITECT FROM STANDARD LIST. WATER SHALL BE CLEAN AND POTABLE
4, VERIFY THAT 5URFACE5 AND 51TE CONDITIONS ARE READY TO RECEIVE WORK. BEGINNING OF INSTALLATION MEANS
ACCEPTANCE OF EXISTING CONDITION5.
5. PROTECT FLOORS, WALLS, TRIM AND OTHER SURFACES NEAR THE WORK OF THIS SECTION FROM DAMAGE.
CONSTRUCT AND MAINTAIN ANY NECE55ARY SCAFFOLDING IN CONFORMANCE WITH APPLICABLE LAWS AND
ORDINANCES.
6. APPLY PLASTER IN ACCORDANCE WITH SECTION 2508, UBC. APPLY SCRATCH COAT TO A NOMINAL THICKNE55 OF
318 INCH OVER METAL LATHED SURFACE, DROWN COAT OVER SCRATCH TO A NOMINAL THICKNESS OF 3/8 INCH,
AND A FINISH COAT OVER BROWN TO A NOMINAL THICKNESS OF 118 INCH.
7. M015T CURE SCRATCH AND BROWN COATS 4& HOURS MIN. EACH COAT. AFTER CURING, DAMPEN BA5E COAT PRIOR TO
APPLYING FINISH COAT.
8. APPLY FIN15H COAT AND TROWEL TO A SMOOTH AND CONSISTENT FIN15H 7 DAYS MINIMUM AFTER BROWN
COAT. FINISH COAT TEXTURE SHALL BE MEDIUM SAND FLOAT, AS DEFINED IN "PLASTER TEXTURES"
PUBLICATION OF LATH, PLASTERING AND DRYWALL INFORMATION BUREAU, L05 ANGELES, CA.
MOIST CURE FOR 4& HOURS MINIMUM.
FRAMING LUMBER
L ALL FRAMING LUMBER SHALL CONFORM WITH THE PROV15IONS OF THE AMERICAN 5OFTWOOD LUMBER STANDARD
P5-20-70 AND EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY.
2, FRAMING LUMBER SHALL BE DOUGLAS FIR, 545 UNLE55 OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE
THE MINIMUM ACCEPTABLE GRADES:
FRAMING ITEM MINIMUM GRADE
STUDS:
2" TO 4" THICK, 2" TO 4' WIDE STUD GRADE
STRUCTURAL LIGHT FRAMING:
2" TO 4" THICK, 2' TO 4' WIDE NO.2 OR BETTER
STRUCTURAL J015TO AND PLANKS:
2" TO 4' THICK, 6" AND WIDER NO. I OF SETTER
SEAM5 AND STRINGER5:
5" AND THICKER, WIDTH 2">THICKNESS NO.1 OR BETTER
POSTS AND TIM8ER5:
5" X 5" AND LARGER NO.1 OR BETTER
3, PLYWOOD SHEATHING SHALL BE DFPA GRADE STAMPED, INCLUDING PANEL INDEX. THE FOLLOWING GRADES
SHALL BE THE MINIMUM ACCEPTABLE 0RADE5
SHEATHING APPLICATION MINIMUM GRADE
ROOF AND FLOOR SHEATHING: STANDARD GRADE
DOUGLAS FIR
SHEAR PANELS STRUCT, I OR 5TRUCT. If
SEE SHEAR PANEL 5CHED.
FLOOR AND ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL
PRIOR TO CONCEALING WITH FINISH MATERIAL.
4. GLUE LAMINATED BEAMS SHALL MEET THE STRUCTURAL REQUIREMENTS AND LAMINATING SPECIFICATIONS OF
COMMERCIAL STANDARD C5-253-63. BEAMS SHALL BE COMBINATION 24-F WITH EXTERIOR GLUE, ARCHITECRJRAL
APPEARANCE GRADE. ALL BEAMS SHALL BE AITC STAMPED AND APPROVED.
5• MISCELLANEOUS ITEMS:
MUDSILLS SHALL BE WOLMANIZED NO.2 DOUGLAS FIR MIN.
ROOF DECKING SHALL BE 2 X 6 FIR V -GROOVE T & G DRY SELECT.
FASCIA SHALL BE SELECT NO. 1 HEMLOCK OK SPRUCE.
EXTERIOR TRIM SHALL 13E SELECT NO.1 EXPOSED DOUGLAS FIR.
6. FRAMING HARDWARE SHALL BE'51MP50N 5TRONG-TIE' CONNECTORS OR APPROVED EQUAL, ALL 5UBSTITUTION5
SHALL BEAR ICBG APPROVAL NUMBERS AND SHALL BE APPROVED IN WRITING BY THE ARCHITECT PRIOR TO
INSTALLATION.
7. NAILING SCHEDULE:
CONNECTION COMMON OR BOX
JOIST TO 51LL OR GIRDER, TOE NAIL
2
3 -Si
BRIDGING TO JOIST, TOE NAIL EA. END
2-8d
1 X 6 5UBFLOOR TO EA. J015T, FACE NAIL
2-84
1 X 8 5UBFLOOK TO EA. JOIST, FACE NAIL
3-Sd
2" T&G FLOOR DECKING TO JOIST. BLIND & FACE NAIL
2-101
SOLE PLATE TO JO(5T/BLOCKING, FACE NAIL
1661 a 16" O.C.
TOP PLATE TO STUD, END NAIL
2-1661
DOUBLED STUD, FACE NAIL
16d 0 24" O.C.
DOUBLED TOP PLATES, FACE NAIL
trod 016" O.C.
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
2-101
CONT. HEADER, TWO PIECES FACE NAIL ALONG EDGE
16610 16" O.C.
CEILING JOI5T TO PLATE, TOE NAIL
3-6d
CONT. HEADER TO STUD, TOE NAIL
4-$d
CEILING JOIST LAP OVER PARTITION, FACE NAIL
3-161
CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL
3-1614
RAFTER TO PLATE, TOE NAIL
3-51
V BRACE TO EACH 5TUD AND PLATE, FACE NAIL
2-81
1 X 8 SHEATHING OR LE55 TO EA. BEARING, FACE NAIL
2-861
WIDER THAN I X 8 BOARD TO EA. BEARING, FACE NAIL
3-561
BUILT-UP CORNER 5TUD5
16d Q 24" O.C.
BUILT-UP GiRDEK5 AND BEAMS
20d 0 32" O.G.
top & bottom
�
Cu_
staggered. 2-20d
a endo and splice
1661
2X PLANKING, FACE NAIL AT EA. BEARING,
PLYWOOD SUBFLOOR, ROOF AND WALL SHEATHING:
1/2" OR LESS 661*
518" - 314" ad- OR 01*11
7/6'- V 861'
1-116" -1-1/4" iod" OR 8d..=
COMBINATION 51.18FLOOR UNDERLAYMENT:
314" OR LE55 rod"
7/8" -1" &d-
1-1/6' -1-114' 1061" OR a 1"
COMMON OR DEFORMED SHANK
COMMON ONLY
"' DEFORMED SHANK ONLY
NOTE: UNLE55 OTHERWISE NOTED, PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS: 6" O.C. AT EDGE5,12" O.G.
AT INTERMEDIATE SUPPORTS (10" FOR FLOORS). REFER TO SHEAR PANEL SCHEDULE FOR REQUIRED SHEAR PANEL
NAILING. ALL FASTENERS EXPOSED TO WEATHER SHALL BE GALVANIZED.
CONSTRUCTION DOCUMENTS
MECHANICAL/PLUMBING
1. PROVIDE ANTI-51PHON VALVE AT MAIN WATER HOSE B(BB AND 5HUT-OFF.
2. PROVIDE (1) PRESSURE REGULATOR 0 HOUSE SERVICE. DEVICES SHALL BE "WILKIN5" OR CITY APPROVED EQUAL.
3. HVAC EQUIPMENT, WATER HEATERS AND ALL PLUMBING FIXTURES SHALL 13E CEC CERTIFIED. WATER CLO5ET5 SHALL
BE LO GPF UNITS. PROVIDE PRE55URE RELIEF VALVE AT WATER HEATER WITH DRAIN TO AN APPROVED EXTERIOR LOCATION.
4. PROVIDE SEISMIC ANCHORAGE FOR WATER HEATERS AT TOP AND BOTTOM THIRD OF TANK PER UPC 510.5
ALL FIXED APPLIANCES SHALL BE SECURLY FASTENED TO BUILDING STRUCTURE IN PLACE. (UMC 304.4)
5. INSTALL GAS PIPING BELOW FLOOR IN A WATER TIGHT 5CHED. 40 PLASTIC PIPE WITH AN I.D. MIN.1/2 INCH GREATER
THAN THE O.D. OF GAS PIPE. TERMINATE SLEEVE TO A DRY INSIDE LOCATION AND SEAL BOTH ENDS. PROVIDE VENT
TO SLEEVE THAT TERMINATES TO AN EXTERIOR LOCATION WITH END TURNED DOWN W1 GALV. SCREEN. COMPLY
W/ SECTION 1213 UPC.
6. HVAC SYSTEM 15 A DE51GN/BUILD SYSTEM IN ACCORDANCE WITH ALL APPLICABLE PROV1510N5 OF THE UMC. ALL
HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO INSTALLATION IN ACCORDANCE WITH NATIONALLY
RECOGNIZED STANDARDS AND SHALL BEAR EVIENCE BY LISTING AND LABEL OF AN APPROVED AGENCY.
7. VERIFY PLACEMENT OF SUPPLY AND RETURN AIR REGISTERS WITH GENERAL CONTRACTOR PRIOR TO ROUGH IN.
6. PROVIDE CLEAN OUTS IN ACCORDANCE WITH THE UPC.
9. CONTROL VALVES FOR 5HOWER5/TUB5 SHALL BE A THERMOSTATIC MIXING TYPE VALVE (UPC 420.0)
10. VENT ALL FUEL BURNING APPLIANCES UTR W/ WEATHERPROOF ROOF PENETRATION A55EM13LY.
11. ATTIC FURNACE REQUIREMENTS:
A. THE DISTANCE FROM THE PA55AGEWAY ACCE55 TO THE FURNACE SHALL NOT EXCEED TWENTY FEET
MEASURED ALONG CENTERLINE OF THE PASSAGEWAY.
B. THE PA55AGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE A CONTINUOUS SOLID FLOORING OF NOT LE55
THAN TWENTY-FOUR INCHES WIDE FROM THE ENTRANCE OF THE FURNACE.
C. A LEVEL WORKING PLATFORM NOT LESS THAN 30-INGHE5 IN DEPTH AND WIDTH SHALL BE PROVIDED IN FRONT
OF THE ENTIRE FIREBOX SIDE OF THE WARM -AIR FURNACE.
p. A PERMANENT ELECTRIC OUTLET AND LIGHT FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED
PA55AGEWAY OPENING SHALL BE PROVIDED AT OR NEAR THE FURNACE.
12, HOT WATER HEATERS SHALL HAVE TEMPEKATIJRE PRE55URE RELIEF DRAINS DIRECTLY TO AN EXTERIOR
LOCATION, DRAINING AWAY FROM THE STRUCTURE. DRA1N5 SHALL BE CONCEALED IN WALLS.
ELECTRICAL
1. PROVIDE GROUND FAULT PROTECTED ELECTRICAL OUTLETS AT BATHROOM5, EXTERIOR LOCATIONS, GARAGE,
KITCHEN AND ANY ABOVE COUNTER OUTLET AND OUTLETS WITHIN 6 -FEET OF ANY SINK.
2. LIGHTING SHALL BE 40 LUMENS PER WATT FOR GENERAL LIGHTING IN KITCHEN AND BATHROOMS -OPERABLE BY
FIRST SWITCH ENTERING ROOM.
3. PROVIDE BATTERY AND HARD -WIRED POWERED, INTERCONNECTED SMOKE DETECTORS IN ALL HABITABLE ROOMS.
4. PROVIDE ETCHED PLASTIC LABEL5 TO IDENTIFY CIRCUITS Lai MAIN BREAKER PANEL
5, FLUSH MOUNTED DISTRIBUTION SERVICE INSTALLATION FOR NEW ONE -FAMILY DWELLINGS SHALL BE PROVIDED WITH
THREE ADDITIONAL 314" RACEWAYS, TWO RACEWYA5 FOR FUTURE INTERIOR AND ONE RACEWAY FOR EXTERIOR USE.
THE INTERIOR RACEWAY5 SHALL TERMINATE IN AN APPROVED MANNER IN AN AMC, UNDERFLOOR SPACE OR OTHER
LOCATION APPROVED BY THE CHEIF BUILDING OFFICIAL. WHERE AN UNDERFLOOR SPACE DOES NOT EXIST, TWO
RACEWAYS SHALL TERMINATE IN THE ATTIC, IF ONE EXISTS, OR UNDER THE EAVE WHEN NO ATTIC EXISTS.
THE EXEKIOR RACEWAY SHALL TERMINATE OUT5IDE THE D15TRIBUTION5 SERVICE.
WALL INSULATION: K-19 0 2 X 6 EXTERIOR WALLS
ROOF INSULATION: R-38
FLOOR INSULATION: NIA - FOUNDATION 15 5.O.G.
WATER HEATER: K-13 BLANKET
ALL EXPOSED PIPING R-3
GLAZING: DUAL
WINDOWS: HURD WINDOWS, ALUMINUM CLAD WOOD CONSTRUCTION, LOW E DUAL GLAZING
SINGLE HUNG (51-1), DOUBLE SINGLE HUNG (D5H), OPERABLE CA0EMENT(C5MNT) ,
FIXED CASEMENT (FIXED), AWNING PROJECTION (AWN/PKOJ) AND SLIDING
SEE EXTERIOR ELEVATIONS FOR MUTIN STYLE AND PLACEMENT.
ALL EXTERIOR JOINT5 AND DOORS SHALL BE CAULKED AND WEATHER5TRIPPED.
CONTRACTOR SHALL P05T IN CONSPICUOUS LOCATION, A CERTIFICATE SIGNED
BY THE CONTRACTOR CERTIFYING INSULATION INSTALLATION COMPLIANCE
WITH TITLE 24, PART 2, CHAPT. 2-53
SYMBOL LEGEND
,Zr�e
NORTH ARROW
Shaded triangle (s
plan North
1 SECTION CUT
A.1
Section identification
Sheet where section is drawn.
ELEVATION
A-1
Elevation identification
Sheet where elevation
is drawn
# REVISION
�� Cloud around revision.
40- CONTROL POINT
Or Work Point or
Datum Point
12 DOOR NUMBER DESIGNATION
Refer to Door Schedule for types.
Numbers do not represent quantity.
AA SHEARWALL DESIGNATION
X' -X" DENOTES LENGTH OF CALCULATED 5HEAKWALL.
12 CONSTRUCTION KEYNOTE
WALL TYPES
PROJECT DIRECTORY
OWNER: JOHN AND CINDY ANDERHOLT
80-780 V15TA 130NITA TRAIL
LA QUINTA, CA 92253
AKCHI T ECT: MICHAEL J. STEPHENS, AIA
1081 HILLGKE5T COURT
CALIME5A, CA 92320
909.795.0989 / 909.888.5431 FAX
STRUCTURAL ENGINEER: MICHAEL YEOMAN, P.E.
YEOMAN A550CIATES
10444 CORPORATE DRIVE
SUITE F
REDLAND5, CA 92374
909.799.1666 / 909.799.1668 FAX
ENERGY CONSULTANT: MARC FARMER
ENERGY AND DUCT 5Y5TEMS
40492 CLARK DRIVE
HEMET, CA 92544
951/925-0100
PROJECT STATISTICS/CODES
EXISTING AREA SUMMARY:
EXIC'ING LOT AREA:
88,585 S.F.
EXISTING LIVING AREA:
4,540 5.F.
EXICTING NON -LIVING AREA:
4,291 S.F.
EXI5TING BUILDING LOT COVERAGE:
8,831 5.F. (9.96%)
PKOP05ED AREA 5UMMAKY:
PRC-?O5ED LIVING AREA:
1,090 S.F.
PROPOSED NON -LIVING AREA:
642 5.F.
TOTAL PROPOSED BUILDING/LOT COVERAGE:
1,732 5.F. (11.9% INCL. EXISTING)
OCCUPANCY: R-3
APN: 0769-420-008 RIVERSIDE COUNTY
LEGAL DESCRIPTION: LOT #8, TRACT 21176
Michael I Step
2x6 wood Studs 016" O.G.
2x4 wood studs 016" o.c. 1997 UNIFORM BUILDING CODE TYPE V NON -RATED CONSTRUCTION, FULLY 5PKINKLEKED
A5 REQUIRED BY MUNICIPAL CODE. SPRINKLER DESIGNER 15 ADVISED OF THE PRE5ENCE OF
DROPPED ROUGH 5AWN DECORATIVE 13EAM5 THROUGHOUT LIVING AND BEDROOM AREAS.
ALL MECHANICAL, ELECTRICAL, PLUMBfNG, AND FIRE PROTECTION 5YSTEM5 ARE TO BE
DESIGN/BUILD BY A CONTRACTOR P055E551NG A VALID CALIFORNIA CONTRACTORS
LICEN5E TO PERFORM SAID WORK
ALL WORK SHALL BE PERFORMED TO THE M05T RESTRICTIVE KEQUIKEMENT5 OF EITHER
T
T
1081 hillcrest court
calimesa, california 92320
909.795.0989/909.888.5431 fax
mstephens.orch@verizon.net
date purpose
12/20/05 ALC SUBMITTAL
tJc AROH/T
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THESE PLAN5 AND SPECIFICATION5, OR THE FOLLOWING MAIN MODEL CODE5:
y n
VICINITY I MAP
CALIFORNIA BUILDING CODE, 2001 EDITION,
UNIFORM BUILDING CODE, 1997 EDITION;
NO SCALE
UNIFORM PLUMBING CODE, 2001 EDITION;
I.INIFOKM MECHANICAL CODE, 2001 EDITION;
NATIONAL ELECTRICAL CODE, 1999 EDITION;
UNIFORM FIRE CODE, 1997 EDITION;
CALIFORNIA FIRE CODE, 1998 EDITION
HIGHWAY 111
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calimesa, california 92320
909.795.0989/909.888.5431 fax
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date purpose
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I Ub I hillcrest court
calimesa, california 92320
909.795.0989/909.888.5431 fax
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12/20/05 ALC SUBMITTAL
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1 hilicrest court
calimesa, california 92320
909.795.0989/909.888.5431 fax
mstephens.orch@verizon. net
date purpose
12/20/05 ALC SUBMITTAL
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10
1 hilicrest court
calimesa, california 92320
909.795.0989/909.888.5431 fax
mstephens.orch@verizon. net
date purpose
12/20/05 ALC SUBMITTAL
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---------------------------2I" -
-------------------------------------------- ---- CCH-MIMNEY CAP
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----------------------------------------------------------+�5'-8"---
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Y ----- - — - — ------------------------------------------------------------------------ - — - —
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TO MATCH (E) HOUSE
Michael J. Stephens, AIA
1081 hilicrest court
colimeso, california 92320
909.795.0989/909.888.5431 fax
mstephens.arch@verizon.net
date I purpose
12/20/05 1 ALC SUBMITTAL
��SEO ARC//1
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