MA 2003-524-C Y O A QUINTA
-CO
r�nItY Development Department-0
Case No. Jul �3 Ste{
Fee: $200
u A APPLICATION FOR MINOR ADJUSTMENT
APIP.LICANT: Submit this form with two copies of a scaled site plan, drawn to adequately depict the nature of the request.
A nonrefundable fee of $200 is required when the Application is submitted. The check must be made payable to the "City
of La Quinta". A Minor Adjustment Permit (Section 9.210.040/Zoning Ordinance) may be approved only for deviations
of up to ten percent of a numerical development standard (for example, a reduction of one foot from a ten -foot setback
requirement) or for deviations specifically identified in the La Quinta Zoning Ordinance. Other deviations shall require
consideration of a variance (pursuant to Section 9.210.030/Variance\Zoning Ordinance). If the Applicant is not the owner
of the pxope ether be submitted by the owner authorizing the Applicant to execute this document in his behalf.
****ram** �,�4�**;*************************************************************************
L1m--
7U PLEASE PRINT OR TYPE
APPQtjiNTA ELT R: k)co Frovel&
L - C.., C e DATE: // - / 7 - D
CONTACT PERSON (IF DIFFERENT): 1,20p're 19�aNwr�s PHONE:71, D o 3 • `��
MAILING ADDRESS: .7 79--)D .�iJra;/11ie/�l IAI 5k M Aria ��� 04 9 )
(Address)
OWNER'S NAME:
MAILINGADDRESS:
(City)
(State) (Zip)
(Address) (City) (State) (Zip)
STREET ADDRESS OF PROPERTY: 7 % S0 5— C's4 f !e C ft• d oAl
LEGAL DESCRIPTION OF PROPERTY: LOT # TRACTf
ASSESSOR'S PARCEL NUMBER: •7 i V— 0 1 1_ crb 1
ADJUSTMENTr/3
REQUESTED: �i41� SVACr- iS 3Fr T; l ,Oot Cu
ttm la �r1'
REASON FOR REQUEST: lc-r if. 1ZL,^, f 7,0 1>014? /t.b La •f l TV1.0 9
sl� %0 • 'c� o a E �vo l l / rri� .�a f T_
DATE //-- /7 - O
31UINA 1 u tc n ur v w ivr lc, (ty not the same as applicant)
PLANNER:
************************************************************************************************
The followingfindings shall be made by the decision -making authority prior to the approval of any Minor Adjustment
Permit:
1. Consistency with General Plan. The project is consistent with the General Plan.
2. Consistency with Zoning Code. The project is. consistent with the provisions of the Zoning Code.
3.. Compliance with CEQA. Processing and approval of the permit application are in compliance with the requirements
of the California Environmental Quality Act.
4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health,
safety and general welfare or injurious to or incompatible with other properties or land uses in the vicinity.
A2\Form013
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253.
November 20, 2003
Mr. Roper Morris
77-570 Springfield Lane, Suite M
Palm Desert, CA 92211
(760) 777-7000
FAX (760) 777-7101
SUBJECT: MINOR ADJUSTMENT PERMIT 2003-524
(SETBACK ENCROACHMENT @ 77-525 CALLE CHILLON)
Dear Mr. Morris:
Please let this letter stand as notification that the Community Development
Department has reviewed your Minor Adjustment application, pursuant to Section
9.210.040 .of the City of La Quinta Zoning Code. Your request for an encroachment
of one foot into the required setback of 20 feet in order to legalize the residence has
been approved based on the following Findings:
FINf)INC;S-
1. 'The Minor Adjustment is consistent with the La Quinta General Plan, in that the
request does not alter the approved land use for the property, or affect land
uses on surrounding properties.
2. The Minor Adjustment is consistent with the intent of the La Quinta 'Zoning
Code, in that the request is for a deviation of no more than 10% of a
development standard which, is the maximum, deviation of any code pursuant
to Section 9.210.040 of the Zoning Code.
3. Approval and execution of the Minor Adjustment is not detrimental to the public
health, safety and general welfare, nor injurious or incompatible . with other
properties and land uses in the vicinity. The adjustment has no impact on
health and safety issues, and will not affect physical land use characteristics in
the vicinity.
4. Processing and approving the Minor Adjustment is Categorically Exempt.with
regard to the requirements of the California Environmental Quality Act (CEQA),
pursuant to CEQA Guidelines Section 15305(a). No further environmental
analysis is required.
MAP 03-524
s
Please be advised that this approval relates only to the allowance in a reduction of the
setbacks as stated above. This approval does not imply any entitlement or approval
of a building permit for any structure(s) shown on the plans on file. All other setback
provisions and development standards of the La Quirita Zoning Code are applicable and
shall be adhered to in. preparing plans for the Building Department.
Should you have any questions or need additional information, please contact me at
your earliest convenience at (760) 777-7068.
Sincerely,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
MARTIN MAGAIVA
Associate Planner
c: Building &. Safety Department
MAP 03-524
r
i
REVISIONS BY
■
--------------------
ADJOINING, LOT * T-0"
NEW COMBO WALL ±3'-0" ABOVE SUBJECT PROPERTY RETAINING i I
WALL W/ NEW 6' HIGH BROWN BLOCK L______________________�
WALL ON TOP
z OV — _ /-PROPERTY LINE 100.0-
..—.—..—.
Zm-----.—.—.—.—.—.—___.—. ---- ----•—
I¢ sra PAD H.P. SLOPE 1 % MIN. Y
_ Q
o W ¢ NEW V HIGH BROWN i
O -TCC to c. FLOW LINE m
o insus + BLOCK WALL
ft
J
I-----------------------i S a
I i 0 � � ,, _ :' � I - VERIFY FACE OF CURB TO
j I m Z F- �Ooff
PROPERTY LINE DIMENSION
I ADJOINING LOT ± 3'-0" i 2 Z - WITH CITY OF LA QUINTA
BELOW SUBJECT PROPERTY i O O I O� �, PUBLIC WORKS
! i W¢aI Z
— — — — — — — — — — — — — — — — — — — — — z E N S E NADA -6
oW •
Z �.
� J
s DATUM PO
NT
N o F.F.:V-0" ABOVE THE CURB MID-POINTTIOF LOT
9 PAD: V-6" ABOVE CURB MEASURED
III z I CENTER OF LOT @ CALLE CHILLON I 5-e �`,�1C
Q
70'-0"
I ;) fr 1"v -�kg Or- z
SET ADDRESS LOCATED a SET
d BACK w BELOW PHOTO CELL in BACK
I
CONTROLLED LIGHT I I �vc �ka�,L Q
ROLL -UP GARAGE DOOR'. I �� +
a I -,,FOR PATIO SIZE
SEE SHT. #2 i
NEW 6' HIGH BROWN — Y r j % 0
BLOCK WALL i -�^ + I S� / Z
oW = I i W
( O� ��% % i >
m I a /� -1\ o.y��y I Q
cm- .•..
(n `• `• `CONCRETE
? m DRIVEWAY
\ ' • 160" 3 0".
SIOEWAIJ( �.
co co
vff�
o " O OLLI
f�
LL
/ (5) QUEEN PALM
PLANTINGS TO SCREEN SLOPE 1% MIN. Z I �.
PROPANE TANK .�
FLOW LINE15 it MIN AL1 OR EQUAL
TRUNK
wI
,. WATER
1 SERVICE
URB
DATUM POINT @ \�u
VERIFY FACE OF CURB TO f MID- POINT OF LOT DRIVEWAY APPROACH REQUIRES A PROPERTY LINE DIMENSION GROUND COVER
SEPARATE PERMIT AND INSPECTION WITH CITY OF LA QUINTA "PALM SPRING GOLD" OR EQUAL
FROM CITY OF LA QUINTA PUBLIC PUBLIC WORKS
WORKS DEPARTMENT
SITE PLAN
77-525 CALLE CHILLON
SCALE: 1/8"=T-0"
AVENIDA VALLEJO
1
2
3
4
5
6
7
8
9
10
11
12
24
23
22
21
20
19
18
17
16
15
14
13
AVENIDA RAMIREZ
23
22
21
20
19
18
17
16
15
14 113
I
il
2
3
4
5
6
7
8
9
10 1
11 12
AVENIDA CARRANZA
w
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v
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED
USE EXTENDS TO ORIGINAL AND MODIFIED
DERIVATIVE PLANS AND IS APPLICABLE TO
INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
TABLE OF CONTENTS
/' SHEET #
SITEPLAN.................................................S-1
FOUNDATION PLAN....................................1
FLOORPLAN.................................................2
ELEVATIONS.................................................3
SECTIONS.................................................... 4
ROOFPLAN .................................................. 5
STRUCTURAL &TRUSS PLAN....................6
CONSTRUCTION DETAIL ......................... D-1
ELECTRICAL/MECHANICAL PLAN....... E/M-1
A.P.N.: 774-211-001
ADDRESS: 77-525 CALLE CHILLON
LEGAL: LOT # 1 , BLOCK #285, UNIT#26
SANTA CARMELITA @ VALE LA QUINTA
A
LANS PREPARED BY:
IEL VENTURES, INC.
dba
H DESI RO
A.P. L,NCH H
�m
DRAWN
KORAB RADOM
CHECKED
S.L.
DATE
07-21-03
SCALE
1/8"=1'-0"
JOB NO.
SHEET
S-1
I, _—
me-
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
MODEL LENGTH NAILS ALLOWABLE LOADS IN ANY FORM WITHOUT WRITTEN CONSENT
NO. 16d TYPICAL CORNER
INSTALLATION INSTALLATION IS EXPRESSLY PROHIBITED. UNAUTHORIZED
PATIO SLAB I HPAHD22 25" 24 4,3zo LBS 2,400 LBS USE EXTENDS TO ORIGINAL AND MODIFIED
IN. FLOOR i DERIVATIVE PLANS AND IS APPLICABLE TO
/iSLOPEI% 1 I INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
II
SKIP EVERY OTHER
N \ 3'/i' SSA HOLE AT
& FILL EVERY HOLE
PATIO SLAB I IN 4x STUD MATERIAL SPECIFICATIONS
TOP OF FOOTING @ ONLY I 4x (UNLESS OTHERWISE NOTED)
1 0" TEM WALL TO BE 4W +1 % I MIN. STUD 1. SOIL TABLE 18-1-A CLASS 5, SOIL BEARING PRESSURE = 1000 psf
as-NT T. s MIN. SLOPE OF PATIO I 2. CONCRETE: Fc'- 2500 psi @ 28 DAYS
BELOW FIN. FLOOR FOR BEST RESULTS 3. REINFORCING STEEL: ASTM A615 GRADE 40 # 5 BARS AND
C D I I PLIYWOOD SHL STRAP E HAS
SMALLER, GRADE 60 #6 BARS AND LARGER.
4 4 I FOOTING DETAIL I BEEN INSTALLED. > 4. CONCRETE MASONRY UNITS: Fm =1500 psi
5. MORTAR: TYPE M OR S
A 6. STRUCTURAL STEEL:
IN FTG. IS
_---- SCALE_1/2"=1'-O"—� INSTALLATION SEE
S E r�r~ �`` SHAPES, PLATES AND BARS: ASTM A36
REQ'D FOR CORNER
PIPE COLUMNS: ASTM A53, GRADE B (Fy= 33ksi)
FNDN. PLAN. a TUBES: ASTM A500, GRADE B (Fy=46ksi)
1 '/:" MIN. @ EDGE SHEET METAL: ASTM 570, GRADE B (Fy-30ksi)
BOLTS: ASTM A 307
WELDING PER AWS SPECS
7. USE E70XX ELECTRODES
1 TYPICAL HOLD DOWN DETAIL 8. LUMBER:
HORIZONTAL 2x, 4x: DOUGLAS FIR LARCH NO.2 OR BETTER
4'-p" V-1 U, 4'-0" 5'-8" HORIZONTAL 6x & LARGER: DOUGLAS FIR LARCH NO.1 OR BETTER
3'-4" 2'-8" SHR. PNL. SHR. PNL. STUDS TO BE 10% DOUGLAS FIR LARCH STUD GRADE OR BETTER
SHR. PNL. /FOOTING BELOW
SLAB TO PERMIT ALL OTHER VERTICAL LUMBER: DOUGLAS FIR LARCH NO. 2 OR
ENTRY PATIO DECK BETER
GLU LAMS: 24F-V4 DF/DF WITH STANDARD SHOP CAMBER OF
\ A 1 3/8"/20' EXCEPT FOR CANTILEVERED BEAMS, USE 24F V8 DF/DF
6x6 POST 1 6x6 POST ) ___ 6x6 POST w1 9. FRAMING HARDWARE: SIMPSON STRONG TIE CONNECTORS.
W!"PB66" QQ� 2 W/"PB66" W/"PB66"
7 SHR. PNL.
Ll co
A ` 0. / S/LABATIO / I 2 N
6x6 POST �ry -- 6x6 POST g / // I A FOUNDATION NOTES:
W/"PB66" 2 Q W/ PB66 f / 9y0a� 1. THIS HOUSE IS PROPOSED TO MEET REQUIREMENTS OF CBC
° ( 1
2320 FOR LIGHT FRAME CONVENTIONAL CONSTRUCTION.
ais
QP -- `---- -t6- I -1 f`
iv d � z �QP I ww I d 2. UNLESS NOTED OTHERWISE, PROVIDE 5/8" x 12" LONG
a ( Z m I �� ANCHOR BOLTS AT 72" O.C. AND 12" FROM END - MIN. 2. A.B
w r--1 N ce
2 o I rH
Qe PER SILL PIECE WITH 7" MIN. EMBEDMENT WITH 2"x2"x3/16"
I I 4" CONC. SLAB W/6"W x10/10 � Z s ( i I SQUARE PLATE WASHERS.
16'-0"
�Q I WWM W1010 VISQUEEN tL z I ( . a SHR. PNL. 3_ HORIZONTAL REINFORCEMENTS IN ACCORDANCE WITH
1 I I ��O� O`tSECTIONS 1806.7.1. AND 1806.7.2. SHALL BE PLACED IN
2 Q� CONTINUOUS FOUNDATIONS TO MINIMIZE DIFERENTIAL
SETTLEMENT. FOUNDATION REINFORCEMENT SHALL BE
A I / 3%z' PATIO ✓ �O PROVIDED WITH COVER IN ACCORDANCE WITH SECTION
—�-- 2 —I I ---------- 6------- 5 —� \ 1907.7.1.
--- I S - SCORE LINES ( 5 o a
-1 I I � 4. ALL COLUMN BASIS, COLUMN BOLTING, HOLD DOWN STRAPS
A e I\ SCORE LINES I ( ( ( -1 ZD -1 _1 I 1 v ,= A
4 0 I" DROP I I NOTE: I I AND HOLD DOWN BOLTS, CRITICAL TO THE STRUCTURAL
4 INTEGRITY OF THIS BUILDING SHALL BE HELD IN PLACE BY
I ( ( EMPLOY MONOLITHIC POUR S, STEM FOR FOUNDATION. GARAGE ( I I MEANS OF TEMPLATES PRIOR TO FOUNDATION INSPECTION.
I J% SLOPE I I I FLOOR TO BE POURED SINCHOR
PARATELY. CONCRETE TO BE I
I II I RATED MINIMUM 2500 PSI, ANHOR BOLTS TO BE MINIMUM 5/9, I I I
I DIAMETER X 12" WITH 2" X X 3/16" SQUARE WASHER. THE SHEARWALL SCHEDULE
I I I MINIMUM EMBEDMENT OF BOLTS INTO CONCRETE
I I I FOUNDATION FOOTINGS IS 7". I WOOD STRUCTURAL PANEL (4'-0" MINIMUM) WIDTH
_ I 0 4'-0"MIN. 9'-11" 4'-0" MIN. I 14'-6" x3/8" COX OR EQUAL W/8d NAILING, IT' @ EDGES, 7._9" ( I I ( O 12" @ INTERMEDIATE SUPPORTS, W/ 2 ANCHOR
s Z P CIAL DRYWALL SPECIAL DRYWALL I 2 ( 4
6x6 POST I N d ING BOTH SIDES -1
2 LNAILING BOTH 0TH SIDES I I _1 I I _1 I BOLTS @ 24 O.C.
ALTERNATE BRACED PANEL (2'-8" MIN) 3/8" MINIMUM
W/"PB66" = L 3 ---- _ PLYWOOD SHEATHING NAILED WITH 8d COMMON
_ L—� L_—________ _ ________J ( I AND BLOCKEDAT ALL PLYWOOD EDGES, TWO 1
z -- P T z o OO ANCHOR BOLTS @ QUARTER PANEL POINTS.
a r---
1 I ( AVE HPAH022
r------------- ---- 3 ---� I r, 5 I EACH
ALDOWN ELSEE DDETUD TO H TO BE6 @
EDGES OR 12" AT INTERMEDIATE SUPPORTS.
8'-0„MIN. I I a
I ( SPECIAL DRYWALL NAILING I a I INTERIOR SHEARWALL GYPSUM BOARD '/2" THICK
SCORE LINE I I I N I O SHEATHING NAILED WITH 8d COMMON AND BLOCKED
/ I BY 4' WIDE BOTH SIDES OR 8'-0" ON STUDS SPACED
1 I I I I LESS THAN 24" O.C. AND NAILED @ 7" O.C. WITH
—�j MINIMUM #11 GAGE NAILS 13/4" LONG, 7/16" HEAD,
I I I B DIAMOND POINT GALVANIZED.
B _1 21 I SCORE LINES
z ( 4
4
z I i MAXIMUM HEIGHT FOR ALTERNATE BRACED PANELS IS 10'-0"
I ch bo a I I
I
LL_
W °° 0CL
z a -- 1 v TOP OF UPPER ALTERNATE BRACED PANEL
a `�v _ to BRAGED PANEL
-- ----- —_ ----- ----_j �-------------- ---------� �---- ------ TOP PLATE TYPICAL
— — — — — — BRACED PANEL TYPICAL
10'-5"
SHR. PNL.
FOUNDATION PLAN
SCALE:1/4"=1'-0"
2'-8"
SHR PNL.
9'-1"
m1ma
17'-7"
4'-0"
4'-0'
TIE -DOWN DEVICE WITH AN
APPROVED UPLIFT CAPACITY
130TTOMI OF
OF 1,800 PUONDSTYPICAL AT
SILL P E
EACH END EACH PANEL.
SE HPAHD22 AS SHOWN.
1
4'-0"
MINIMUM
MINIMUM
TYPICAL
TYPICAL
3/8' THICK (MIN) WOOD STRUCTURAL PANEL
TWO ANCHOR BOLTS, ONE AT EACH
SHEATHING NAILED WITH 8d COMON OR
PANEL QUARTER POINT, INSTALLED
GALVANIZED BOX NAILS NAILED IN ACCIR -
IN ACCORDANCE WITH SECTION
DANCE WITH TABLE 23-1-0 AND ALL PANEL
1806.6, TYPICAL EACH BRACED WALL
EDGES TO BE BLOCKED, TYPICAL EACH
PANEL.
BRACED WALL PANEL.
O O SHEAR
PANEL DETAIL
JS PREPARED BY:
L VENTURES, INC.
dba
DESIGNB90k:
DRAWN
KORAB RADOM
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'"-0"
JOB NO.
SHEET
1
A.P.
II
REVISIONS BY
B
00
CN
11'-10" I T-6"
7'-3" 8'-6" T-4" 4'-0" V-6" 4'-0"
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F- `� 12' RAISED --NOTE: c HEARTH WlTILE I " co
2 co C7 0 THE HEARTH SLAB SHALL BE # 9 o t 4" 5'-O" M 8'-9"
cma0=moo
o Q to Om SUPERIOR READILY DISTINGUISHABLE
4k o Q w o ¢ NOJ99025B65A-231 FROM THE SURROUNDING OR 3020 FO E Lo i -
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-------------------
16070 ROLL -UP GARAGE DOOR
2 MIN. FIRE -RATED DOOR
SELF CLOSING DEVICE
1 !8" MIN. THICKNESS.
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8 CL.DR.v
f# 1
SPECIAL DRYWALL NAILINGw
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N
BEDROOM #3
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2 CAR GARAGE
8'-1" CEILING
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1
\ 1518" TYPE ' X" GYP. BD. -ON METAL ^1 \
HAT CHANNEL @ 16" O.C. ON CEILING.
5/8" TYPE "X" GYP. BID.- ALL WALLS & CEILING /
M. BEDROOM I I Z to 4'-4" 1 4'-T
2668 HC
I
OWER
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2' 2"
21-
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MASTER
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# 27
L # 28
# 29
(3)10i6 .0.
1630 ACF
LBLK 4040 X.O.
040 X.O.
4.5 SQ.F r.
4.5 SQ.
. 16.0 SQ.FT.
16.0 SQ.FT.
U-0.460
U-0.55
U-0.610
-0.610
V-6"
4,-2"
2'4" 2'-9, 2'-0" 6'-V'
2'-0" 2'-0" I,
TAY'
T-2"
1VA"
711
8'-2"
T-10"
10'-6"
12'-0"
14'-0"
4
FLOOR PLAN
SCALE:1/4"=V-0"
R-13 W/
1" EPS
STUCCO \\
WATERPROOF
SLOPE 2%-----, �•
4x8 HDR
8 3" G.I. POST
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I N
I " PLATFORM
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FAU 1
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W/A35
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/ HANGE .11/n" PLY.
R-13 VP � I ON A35 i
V EPS
48 BEAM '� o
cl) 2x4216"0.C. ! �," GYPSUM
STUC O „ a A35 W/A35 - BOARD OVER
r - _ -- 2x WOOD
FIN15 I FLOOR FRAME I
� FINISH GRADE /
I
L I
I
WEEP SCREED
CANTILEVER WINDOW DETAIL
'-8"
17'-0"
o
00
N
-FIREPLACE
FLUE
`TILE
FIREPLACE DETAIL
NOT TO SCALE
a
SQUARE FOOTAGE:
HOUSE: 1,546.00 SQ.FT.
GARAGE: 521.00 SQ.FT.
TOTAL: 2,067.00 SQ.FT.
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED
USE EXTENDS TO ORIGINAL AND MODIFIED
DERIVATIVE PLANS AND IS APPLICABLE TO
INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
GENERAL NOTES:
1. FIXED APPLIANCES ARE REQUIRD TO BE SECURELY
FASTENED IN PLACE.
2. DRYER EXHAUST DUCT, NOT LESS THEN 4" IN DIAMETER,
SHALL HAVE SMOOTH INTERIOR SURFACES, A BACK -
DRAFT DAMPER AND SHALL TERMINATE OUTSIDE OF
THE BUILDING.
3. DRYER VENTS SHALL NOT EXCEED A TOTAL COMBINED
HORIZ. & VERT. LENGTH OF 14 FEET INCLUDING TWO 90
DEGREE ELBOWS, TWO FT. SHALL BE DEDUCTET FOR
EACH 90 DEGREE ELBOW IN EXCESS OF TWO.
4. OUTLETS ABOVE COUNTERTOP OF KITCHEN SINK TO BE
GFCI PROTECTED.
5. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE
BRANCH CIRCUITS TO SERVE KITCHEN, BREAKFAST
ROOM AND DINING ROOM. SUCH CIRCUITS SHALL HAVE
NO OTHER OUTLETS.
6. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT
TO SERVE LAUNDRY APPLIANCES. SUCH CIRCUITS
SHALL HAVE NO OTHER OUTLETS.
7. ALL SMOKE ALARMS TO BE 120V POWERED AND HAVE
BATTERY BACKUP.
8. ALL CONSTRUCTION SHALL COMPLY WITH THE
2001 CALIFORNIA BUILDING, PLUMBING. MECHA-
NICAL AND ELECTRICAL CODES, AND ALL LOCAL
CODES AND ORDINANCES.
9. ALL HOSE BIBBS TO HAVE NON -REMOVABLE BACKFLOW
PROTECTION DEVICES.
10. HOT -MOPPED SHOWER PAN SHALL BE INSPECTED UPON
COMPLETION OF HOT MOPPING AND SHALL BE FILLED
WITH WATER FOR INSPECTION.
11. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE
WHERE STATIC PRESSURE EXCEEDS 80 PSI.
12. ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO
AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR
TO INSTALLATION OF THE ITEM.
13. SMOKE ALARMS TO BE INSTALLED A MINIMUM OF V-0"
FROM RETURN AIR VENTS.
14. ALL INSULATION MATERIALS SHALL HAVE A FLAME -
SPREAD RATING NOT TO EXCEED 75 AND A SMOKE
DENSITY NOT TO EXCEED 450 PER UBC 2602.3.
15. BATHROOM RECEPTACLE OUTLET SHALL BE SUPPLIED
BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRC-
UITS SHALL HAVE NO OTHER OUTLETS.
16. ALL DUCTS PENETRATING SEPARATION WALL OR CEILING
BETWEEN GARAGE AND LIVING ROOM AREA SHALL BE 26
GAUGE MINIMUM.
17. INSTALL WATER RESISTANT GYPSUM BOARD UNDER TUB
AND SHOWER ENCLOSURE MATERIALS TO A NEIGHT OF
70" MINIMUM ABOVE THE DRAIN INLET.
18. CLEARANCE REQUIREMENT OF 30" ABOVE RANGE TO
UNPROTECTED COMBUSTIBLE MATERIAL OR 24"
CLEARANCE ABOVE RANGE WHEN EQUIPPED WITH
METAL VENTILATING HOOD. DUCTS SHALL HAVE SMOOTH
INTERIOR SURFACES.
19. ALL HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO
INSTALLATION BY NATIONALLY RECOGNIZED STANDARDS
AND EVIDENCED BY THE LISTING AND LABEL OF AN
APPROVED AGENCY.
20. CONCRETE PAD SUPPORTING MECHANICAL EQUIPMENT
SHALL EXTEND NOT LESS THAN Y ABOVE GRADE.
21. WHEN TWO OR MORE APPLIANCES ARE CONNECTED TO
ONE VENTING SYSTEM, THE VENTING SYSTEM AREA
SHALLNOT BE LESS THAN THE AREA OF THE LARGEST
VENT CONNECTOR PLUS 50 PERCENT OF THE AREAS OF
THE ADDITIONAL VENT CONNECTORS.
22. ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE
1/0 OR LARGER AND ONLY TO FEED MAIN OR SUBPANELS.
ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE
COPPER.
23. LIGHTING FIXTURES IN CLOTHES CLOSETS TO CONFORM
TO ONE OF THE FOLLOWING:
A. SURFACE - MOUNTED INCANDESCENT FIXTURES
MAY BE INSTALLED ON THE WALL. ABOVE THE
DOOR OR ON THE CEILING, PROVIDED THERE IS A
MINIMUM CLEARANCE OF 12 INCHES BETWEN THE
FIXTUER AND THE NEAREST POINT OF A STORAGE
SPACE.
B. SURFACE -MOUNTED FLOURESCENT FIXTURES MAY
BE INSTALLED ON THE WALL ABOVE THE DOOR OR
ON THE CEILING, PROVIDED THERE IS A MINIMUM
CLEARANCE OF 6 INCHES BETWEEN THE FIXTURE
AND THE NEAREST POINT OF A STORAGE SPACE.
C. RECESSED INCANDESCENT FIXTURES WITH A
COMPLETELY ENCLOSED LAMP MAY BE INSTA-
LLED IN THE WALL OR THE CEILING, PROVIDED
THERE IS A MINIMUM CLEARANCE OF 61NCHES
BETWEEN THE FIXTURE AND THE NEAREST POINT
OF A STORAGE SPACE.
D. RECESSED FLOURESCENT FIXTURES MAY BE
INSTALLED IN THE WALL OR THE CEILING PROV-
IDED THERE IS A MINIMUM OF 6 INCHES BETWEEN
THE FIXTURE AND THE NEAREST POINT OF A
STORAGE SPACE.
24. PROVIDE A COMBINATION PRESSURE AND TEMPERATURE
RELIEF VALVE AT ALL WATER HEATERS, SET TO OPEN AT
NOT MORE THAN 150 PSI. DRAIN PIPE SHALL EXTEND TO
OUTSIDE OF THE BUILDING AND TERMINATE NOT MORE
THAN 2 FEET NOT LESS THAN 6 INCHES ABOVE THE
GROUND AND POINT DOWNWARD WITH THE END UNOBST-
RUCTED. ANY OTHER TERMINATION LOCATION SHALL
REQUIRE APPROVAL BY THE BUILDING OFFICIAL.
25. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURE SHALL
BE LABELLED "SUITABLE FOR DAMP LOCATION".
26. BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE
15- AND 20- AMPERE RECEPTACLE OUTLETS INSTALLED
IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER.
27. COMBUSTION AIR OPENINGS TO BE COVERED WITH
CORROSION -RESISTANT SCREEN OF'/e" MESH
28. DUCTS USED FOR KITCHEN RANGE VENTILATION SHALL
BE OF METAL AND HAVE SMOOTH INTERIOR SURFACES.
29. EACH HVAC UNIT SHALL BE PERMANENTLY LABELLED
TO INDICATE THE AREA SERVED BY UNIT.
NS PREPARED BY:
LE DEL VENTURES, INC.
dba
L H DESIGN OUP
A.P. LE • CH II
PRES ENT
DRAWN
KORAB RADON
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
2
I �,
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED
USE EXTENDS TO ORIGINAL AND MODIFIED
DERIVATIVE PLANS AND IS APPLICABLE TO
2'-0" 2'-0" INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
Moll2'-02'-Or"2%0"
2'-0" 2'-0" � 0 0'-9" �_g�� TOP OF PARAPET
0%9"
TOP OF PARAPET R -42'
0'-9° -6" VIGAS"'---6" VIGAS b ATTIC VENTILATION
CEILING LINE
ATTIC AREA: HOUSE 1,546 SQ. FT.
v � —`6"VIGAS GARAGE 521 SQ. FT.
CEILING LINE TOTAL 2,067 SQ. FT.
2,067 SQ. FT./ 300 = 6.89 SQ. FT. REQUIRED
O OR 992SQ.IN
0
M ADDRESS
6EL0 q
PHOTOCELL CON OLL 8 VENTS / 14" x 18" VENTS (1.17 FT.x1.5 FT.)
LIGHT
co
co F
co 8 VENTS 14.04 SO. FT,
LESS 50% VENTED AREA 7.02 SQ. FT.
Flal F13 NET VENT 7.02 SQ. FT.
FINISH FLOOR FINISH FLOO
0 " G I GRADE LINER 0'-6"
PLAN SHOWS: (8) ATTIC VENTS-14"x18" VENTS
3
D-1
FRONT ELEVATION SCALE:
1 /4"=T-0"
STUCCO SPECIFICATION
1" FOAM - FALCON BOARD
CHIMNEY W/ PROFILE STUCCO FINISH (2) COAT
i TOP AND SPARK 2'-0" 2'-0" 2'-0"
2'-0" 2'-0" 2'-0" ARRESTOR
N , 1 BARRIER REQUIRED BETWEEN
TOP OF PARAPET 10 0'-9" 1ATTIC AND FOAM INSULATION
COPPER D-1 SCUPPER --,�\ 01-9" 0 11 2' o' 2'o' SEE GEN. NOTE #14
RO' z" -1
'D-1 TOP OF PARAPET SHEET # 2
io ih 0-9"
SCUPPER --� a'-9"
_ - (3)14^x18" TOP OF PARAPET `
ATTIC VENTSl�
CEILING LINE
------------------------ ------------------------------------- ----------------------------------------------- -------------------------------- i
(1) 14"x18"
ATTIC VENTS
CEILING LINE
Ono
o '
M
O N �-
°' NOTE:
w ALL EXTERIOR ELEVATION DIMENSIONS
ARE APPROXIMATE, SUBJECT TO TRUSS
SIZE, HEIGHT OF BUILDING MEASURED
FROM TOP OF ROOF TO PAD, NOT TO
EXCEED 1T-0".
0'-0„ FINISH FLOOR FINISH FLOOR ,-6"
GRADE LINE1 GRADE LINE
3
D-1
SCALE:
RIGHT ELEVATION 1/4"=V-0"
NOTE: MAINTAIN BARRIER BETWEEN ATTIC AND
FOAM INSULATION
77
2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
_ 10 2'-0" 2'-0"
TOP OF PARAPET p�_g" D-1 0'-9" 0'-9"
TOP OF PARAPET 01-9" TOP OF PARAPET
- 2'-0" z'-o" o'-s'
TOP OF PARAPET 0,-9„ 10 0'-9"
io m O O O -�6" VIGAS v 0'-9" -1 0' -9ifl
1,
O
CEILING LINE "' a �TT C VENTS
CEILING LINE CEILING LINE
(1) 14"x18"
CEILING LINE ATTIC VENTS
9 q o
r
9 *-
i�
c q o
O (V 0 CV p
a3 � o>
Go
co CD
CD
LAMS PREPARED BY:
LE DEL VENTURES
o' s" dba
FINISH FLOOR 2 FINISH FLOOR 0'-6" FINISH FLOOR FINISH FLOOR ,„ L N DESIG GRO
GRADE LINF GRADE LINE GRADE LINE DE LINE _6
_ 3 3
A.P. L CH II
D-1 D-1 PRESDENT
RIGHT ELEVATION , 4CA1'-0„ LEFT ELEVATION SCALE:
1 /4" 1'-0"
DRAWN
KORAB RADONI
CHECKED
S.L.
DATE
07-14-03
SCALE
1/4=1'-0"
JOB NO.
SHEET
3
REVISIONS BY
3
1
DRAWN
KORA
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
4
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED
USE EXTENDS TO ORIGINAL AND MODIFIED
DERIVATIVE PLANS AND IS APPLICABLE TO
INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
C D
4 4
PLAN
SCALE:1/4"=1'-0"
ig PREPARED BY:
L VENTURES, INC. "
dba
DESIGN UY
A.P. LENC `I
PRESIDE
DRAWN
KORAB RADOM
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
51.
�- i
PLAN
SCALE:1/4"=1'-0"
ig PREPARED BY:
L VENTURES, INC. "
dba
DESIGN UY
A.P. LENC `I
PRESIDE
DRAWN
KORAB RADOM
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
51.
�- i
0
v
.MINIM
C
4
3'-6"
2'-8
SHR. P
12
D-1
6x6 POST
w/"PC66"
�Q
SHR. PNL.
6x6 HDR
O
x6 POST
Q `t
2
P
W/"PC66"
m
I
I co
a
13
�-IIIII
�
I
'
10ATE
IPCO
LING
a
I I I
6x6 POST CO a 13
W/"PC66" I N D-1
T — —
6x6 HDR,
SHR. PNL.
I � I
I
III
I �I
cD
4'-0" MIN.
S ECIAL DR ALL
N (LING BO SIDES
10'-5"
moom
D
4
19,41" 4'-0" 2'-14" 4'-0"
NL. SHR. PNL. SHR. PNL
sT
2 Q /"PC ( Fl-
EI"
P
xs PaO T
NTR
6x6 HD I I I 16x6 HD I �ya ao a
13
2 N
�tia I � I I �+ ►A
�II II 6 HDI�1a
III III III II I( II II II III 3��x�IlII
IIQS�
HaR�51
, PNL. I I I
z
42
.30 NYW L 4x14 BEAM
I 13
D-1
-.-.-. -.-.-.-.-.-.-.-.-.-.-.-
� P NYWALL
—._..—.—.---•—•—•—•—•—•—
I I I �1 I I I I I II I 1,1 1 1 x II
Ico
x#rlI. oS
=-070 .
�L�—
I
1
4'-0" MIM. S ECIALDRYWALL # a ZXZ d
ILING SOT SIDES . SKY LIG I
a°SnI c I I II I I I
3 u-o7ol I I —•—•—---------- — — — — — — — A
4x6 HDR _ � I I LJ
r 11
c�
z
_II#2 2 HDH— -- — — —. —. Z .—.—.—.—.—.—.—.—.—.—.—.—.�
II uISKY UGH 6 R 4x6 DR ID I u
x a.o Fr 'I
d u-o7o� 4x8 HDR)
8'-0" IN. a LI
— 1 L� 8'-6" (( S ECIAL DR ALL NAIL( G I a
3KYLG 1 I FRAMINI I I II I I —•—•—• N --•—•—•—.---.—•—•—•—•—•—
I I IF � I (4.0 SQ� I � --�
I I I I u_o7o I I I I
11 I I I III I I I I � � 11
1 111 I I I I I —.—.—.
II 11 I z 11 I
I L_���4 6HDR z l I I I I I I I I I I I I I
o' z� II I —.—.— .—.—.—.—.—.—.—.—.—.—.
mot. I a 11 I —.—.—. .—.—.---•—•— I
I 11 I I 1 1 1 1 1 1 1 1 I
1 I' I I I I I 6x6 DR-------------
x6 D 6x6 HDf — — �--------_ 4x6 HDR------I
}- -�---
a'�"
2, 8"
SHR. PNL.
STRUCTURAL & ROOF PLAN
SHR. PNL.
SCALE:1/4"=1'-0"
17'-7"
16'-0"
4'-0"
SHR. PNL.
J
v �
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED
USE EXTENDS TO ORIGINAL AND MODIFIED
DERIVATIVE PLANS AND IS APPLICABLE TO
INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
GENERAL NOTES:
1. THIS HOUSE IS PROPOSED TO MEET
REQUIREMENTS OF CBC 2320 FOR LIGHT
FRAME CONVENTIONAL CONSTRUCTION.
2. BEARING AND EXTERIOR WALL STUDS
SHALL BE CAPPED WITH DOUBLE TOP
PLATES INSTALLED TO PROVIDE
OVERLAPPING AT CORNERS AND
INTERSECTIONS WITH OTHER
PARTITIONS. END JOINTS IN DOUBLE
TOP PLATES SHALL BE OFFSET AT
LEAST 48 INCHES. CBC 2320.11.2,
3. PROVIDE FIRE BLOCKING AT ALL
INTERSECTIONS BETWEEN
CONCEALED WALLS AND HORIZONTAL
SPACES @ SOFFITS, ROOFS AND
CEILING.
NOTES:
1. 4x & 6x BEAMS SHALL BE D.F. No.1
2.2x FRAMING SHALL BE D.F. ND.2
3- 2x STUDS SHALL BE D.F. No.2
4. TOP PL. SPLICE: USE (10) 16d NAILS EA SIDE OF
SPLICE.
5- ALL NAIL HOLES FOR STRAP TIES AND STRAP
HOLDOWNS TO BE FILLED WITH COMMON
NAILS, EXEPT WHERE 16d SINKER NAILS ARE
ALLOWED BY MFR-
6. AT HEADER BEAMS, NAIL 2x TRIMMER STUD TO 2x
KING STUD W/ 16d @ 8" O.C. AT HDR BEAMS
W/ (2) 2x TRIMMERS, NAIL TRIMMERS TOGETHER
W/16d@8"O.C.
7. ALL STRUCTURAL LUMBER SHALL BE GRADED
IN ACCORDANCE WITH "GRADING & DRESSING
RULES (#16) OF THE WEST COAST LUMBERMAN'S
ASSOC."
8. PROVIDE FIRE BLOCKING, AT ALL INTERSECTIONS
BETWEN CONCEALED WALL AND HORIZONTAL
SPACES SUCH AS SOFFITS, ROOFS OR CEILINGS.
SHEARWALL SCHEDULE
WOOD STRUCTURAL PANEL (4'-0" MINIMUM) WIDTH
x3/8" CDX OR EQUAL W/8d NAILING, 6" @ EDGES,
O
12" @ INTERMEDIATE SUPPORTS, W/ 2 ANCHOR
BOLTS @ 24 O.C.
ALTERNATE BRACED PANEL (2'-0" MIN) 3/8" MINIMUM
PLYWOOD SHEATHING NAILED WITH 8d COMMON
O
AND BLOCKEDAT ALL PLYWOOD EDGES, TWO
ANCHOR BOLTS @ QUARTER PANEL POINTS.
EACH PANEL END STUD TO HAVE HPAHD22
HOLDOWN. SEE DETAIL. NAILING TO BE 6" @
EDGES OR 12" AT INTERMEDIATE SUPPORTS.
INTERIOR SHEARWALL GYPSUM BOARD '/a" THICK
OSHEATHING
NAILED WITH 8d COMMON AND BLOCKED
BY 4' WIDE BOTH SIDES OR 8'-0" ON STUDS SPACED
LESS THAN 24" O.C. AND NAILED @ 7" O.C. WITH
MINIMUM #11 GAGE NAILS 134" LONG, 7/16" HEAD,
DIAMOND POINT GALVANIZED.
MAXIMUM HEIGHT FOR ALTERNATE BRACED PANELS IS 10'-0"
IN,
O
MA
/old
0
0
MINIMUM
MINIMUM
TYPICAL
TYPICAL
3/8" THICK (MIN) WOOD STRUCTURAL PANEL
TWO ANCHOR BOLTS, ONE AT EACH
SHEATHING NAILED WITH 8d COMON OR
PANEL QUARTER POINT, INSTALLED
GALVANIZED BOX NAILS NAILED IN ACCIR -
IN ACCORDANCE WITH SECTION
DANCE WITH TABLE 23-1-Q AND ALL PANEL
1806.6, TYPICAL EACH BRACED WALL
EDGES TO BE BLOCKED, TYPICAL EACH
PANEL.
BRACED WALL PANEL.
O O SHEAR
PANEL DETAIL
Z'S PREPARED BY:
L VENTURES, INC.
dba
DESIGN GA-�JP
.III
DRAWN
KORAB RADON(
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
6
./A.P. LEN& H
7
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED'
-- ------ —
USE EXTENDS TO ORIGINAL AND MODIFIED
SHEAR PANEL
1„ FOAMi� -`� =7' 1
DERIVATIVE PLANS AND IS APPLICABLE TO
2 COAT AS OCCURS
INTENTIONAL AND UNINTENTIONAL
STUCCO FINISH /
INFRINGEMENTS.
STUCCO ON 2 x WOOD �.
STUDS @ 16 O.C. 1/2" GYPSUM BOARD
STUCCO ON 2 x WOOD__ �
1/2 GYPSUM BOARD
µ' �11/2"
STUCCO ON 2 x WOOD 1�. "
1/2 GYPSUM BOARD
STUCCO ON 2 x WOOD „
1/2 GYPSUM BOARD
STUDS @ 16 O.C.
DRYWALL
STUDS @ 16 O.C.
STUDS @ 16 O.C.
z 5/8" DIA.
CONT. GALVANIZED SHEET ,�' ANCHOR BOLT
2x WOOD STUDS —
METAL PLASTER SCREED / `VV/2"x2"x3/16" SQ.WASHER
@ 16" O.C.
DiA.
4" ABOVE SOIL
26 GA. MIN.PAINT TO MATCH /
PLASTER.
,�
5/8 DIA.
�5/8"
ANCHOR BOLT
2" ABOVE
PAVED AREAS
� �
- ,
�
ANCHOR BOLT
/ W/2"x2"x3/16" SQ.WASHER
-- 5/8" DIA.
PTDF--`�
— 5/8" DIA.
� PTDF
_ W/2"x2"x3/16" SQ.WASHER
Cam'
HOUSE
/
/ ANCHOR BOLT
PTDF--� / ANCHOR BOLT
FINISH FLOOR
PTDF_\
GARAGE
PTDF-"� W
W/2"x2"x3/16" SQ.WASHER I
I W/2"x2"x3/16" SQ.WASHER
I
J w
o PAINT EXPOSED / / / /
I = 1" DROP i
/
FIN GRADE� .. .... ., : ....
.Y
;_. :,.,;=.-':.-•>_ > .: .'_-::;.::;:', .. � .::.;,
cp /
w CONC. TO MATCH
>¢
PLASTER.
�p
/
4" ABOVE SOIL----
2" ABOVE ��
PAVED AREAS d.
FIN. GRADE /
<. :.
UJI
_ <>
7
I
�= 4" CONC. SLAB W/ I
_ z U ��/�
6x6-10/10 WWM
// / 4" CONC. SLAB W/ %
����
Z 6x6-10/10 WWM
`v N FINISH GRADE
'/� CONCRETE SLAB/�
�%
��
4 CONC. SLAB W/
4" CONC. SLAB W/ /
N _ _
010 VISQUEEN
- U
1 � M 010 VISQUEEN
/AND FOOTING
/SEE
- Z U 6x6-10/10 WWM
� 010 VISQUEEN
= Z U
6x6-10/10 WWM
r M
ON 2" SAND
/ ON 2" SAND
SHEET D-1 #1
/� ��////�������j��
/
ON 2" SAND
/���
010 VISQUEEN
/ /
/lio
/
/ /
/ ON 2" SAND
#4 CONT. T & B MIN
�� N
MIN.
�'/
v' MIN.
N
#4 CONT. T & B
_ 1L/11L/11U11�1.L/111�._
#4 CONT. T & B
#4 CONT. T & B MIN.
TYP. HOUSE FOOTING DETAIL
SCALE:
2 TYP. HOUSE FOOTING DETAIL
SCALE:
3 TYP. PLASTER SCREED DETAIL
SCALE:
L�. TYP. HOUSE / GARAGE DETAIL
SCALE:
5 TYP. EXTERIOR GARAGE DETAIL
SCALE:
"=1'-D"
NONE
2x4--_TOP OF COLUMN FOOTING
i TO MATCH FINISH F 00
OF HOUSE'
. -- BUNTYL GASKET
/
/ PATIO SLAB —FIN. FLOOR
4c'
CURB -MOUNTED /
j'Z" BAR
/PSLOPE 1% I
„
1(2 PLY. ,\
_
s i_
DOUBLE DOME
PLYWOOD
--THROUGHOUT
SKYLIGHT ��
�'� 'THROUGHOUT PARAPETS
5/8" DRYWALL i—\• \
ICBO # 4063 \ I
FIBER CANT
DRIVEWAY GARAGE
N °°///" PATIO SLAB ////
/,3"
,
/ _.—OVER LAP CAULK @
JOINT ANGLE METAL
T
#4 CONT. & B
CLASS A �_---- 2x6 CURB
\--BUILT-UP ASPHALT ROOF
Js t < , ..
\ I
BUILT-UP ROOF �\
PRSSURE BLOCK---
BETWEEN WA. ENGINEERED
3" CONT.
2x12 T & B \\ TRUSSES
i
4" CONC. SLAB W/ % ,
Z �
I
I
—_
_ _ ._ .......:. CANT STRIP
--� 2 x 12 RIPPED
/ 11
- U 6x6-10/10 WWM
--
4x4` ��-=>ANCHOR
�� BOLTS
GARA E FLOOR
1/4 /FT @ 24 O.C.
.010 VISQUEEN
/
ON 2" SAND
o
o ----2x4 I
/
,..�
24" SQUARE
1
/ "
#4 CONT. T& B Lei 1 -0
N / I
I (
CURB OPENING
MIN.
o y-----------I
I
SLAB
o o
2'-89
6 TYP. FRONT GARAGE FOOTING
SCALE.
7 PATIO COLUMN FOOTING DETAIL
SCALE.
$ WATER HEATER & FAU PLATFORM
SCALE.
9 SKYLIGHT DETAIL
SCALE.
10, PARAPET DETAIL
SCALE:
NONE
1"=1'-0"
NONE
NONENONE
—� — SCUPPER
FLANGE
I � I
112" PLY.
' �
19/32" OSB 3/8" CDX PLY.
------ - ------
� --
\
LINE OF WALL i o PARAPET
ROOF DIAPHRAM -�\ SHEAR PANEL
FOAM
/
BELOW
MOULDING
TILE
2x4 WALL / �_� STUCCO
/
SCUPPER TOP VIEW
I
OSI3
`
/�19/32"
ROOF DIAPHRAM
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LANS PREPARED BY:
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PR ENT
11 SCUPPER
SCALE:
SHEAR TRANSFER @ WALLS
1 Z
SCALE:
SHEAR TRANSFER @ WALLS
13
SCALE:
14 FALSE HEADER DETAIL
SCALE:
SCALE:
NONE
NONE
NONE
NONE
DETAIL
PERP. TO TRUSSES
PARAL. TO TRUSSES
SHOWER SEAT DETAIL
Lf�
NONE
REVISIONS BY
DRAWN
KORAB RADON,
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
D-1
1 L
J
ELECTRICAL LEGEND: NOTE:
H.E.R.S. RATER FIELD VERIFICATION AND
zi
DIAGNOSTIC DUCT TESTING REQUIRED. -FACE-MOUNTED LIGHT FIXTURE RESULTS OF THE DIAGNOSTIC TESTING MUST
O -RECESSED LIGHT FIXTURE BE REPORTED ON A CF-6R FORM. ADDITIONALLY,
FORM CF-4R MUST BE SUBMITTED TO THE
-DUPLEX ELECTRICAL OUTLET CITY OF LA QUINTA PRIOR TO ISSUANCE OF
� -DUPLEX ELECTRICAL OUTLET
CERTIFICATE OF OCUPANCY.
AFCI W/ARC-FAULT CIRCUIT INTERRUPT DEVICE
VP -WEATHERPROOF DUPLEX RECEPTACLE
22�V -220V ELECTRICAL OUTLET NOTE:
TXV VALVE INSTALLATION MUST BE VERIFIED BY H.E.R.S.
.4 -TELEPHONE OUTLET RATER AND MUST BE REPORTED ON A CF- 6R FORM.
4 - TELEVISION OUTLET ADDITIONALLY, COMPLEDTED FORM CF=,4R MUST BE
SUBMITTED TO THE CITY OF LA QUINTA PRIOR TO
- - SMOKE ALARM ISSUANCE OF A CERTIFICATE OF OCUPANCY.`
- EXHAUST FAN
- HOSE BIBBHB
m - EXHAUST FAN/CEILING LIGHT
COMBINATION \\
FLOURESCENT LIGHT FIXTURESEE GEN-
- SWITCH I NOTE#9
U.
ENTRY HB 0 11 /
- SWITCH ON DIMMER +#8 ±48" ±48"
TV TEL �C FFC--GFC ---_ G_FCI
- SWITCH ON 3-WAY rHEARTH
/Q i DW O C7PROPANE GAS` .'NO COMBUSTIBLESEE GEN. „BMATERIALS WITHIN 6"GAS -GAS STUB OUT NOTE #sOF FIRE PLACE OPENING KITCHENWPlE 4 WA\/ I j
- AC DIFFUSER GFCI--- -GFU FL J
SUPERIOR / FANLIGHT
NOJ99025B65A-231 1 I VFIAPMBO INN I
-Q - AC THERMOSTAT I ----__ i -U ±4 - A'} GFCI
ICE j IY GLL " DIN / I
-� - PHOTOCELL I M R G CI i _-
3WAY COUNTER
CO GFCI
-ELECTRICAL-PANEL BOX FAN
PATIO \\ _
10' CEILING i �� fir' i -- C NO" T JRNED ' _ TRIP
SIDE AYS ' \� �� �� �� SENSOF \\\
r 1 / TEL TV 1 1 142" 3 WAY �\ n
i OQ •'�- m,po =I I 0Y"WALL
z L7 I I S �EE GEN. ¢ ¢ I I IL ±4 " tv iR a 1
\\ �, LIVING ROOM NOTE #7 & 13 I 1 2xz \ � ¢ d jl
\ i ` KY It
�VJ 1 I S �EE GEN. LI T l
DUAL MODE AUTOMATIC
it SETBACK THERMOSTATSEE NOTE #7 & 13 - •
t� 1
NOTES #2&3DUCTEN- \ (� i 2'x2' /II - II
\ _ I �+ ( SKY FAN/FLU R�IGFff \� I
II \ \\ TV TEL \� I-- i LIGHT II_ \ LIGHT II C LWET ABEL SEE GEN. 11
JI �� J� a NOTE #25 1
II \\ SAS 1 I �( T� J W ¢ \
10 1 Y FAN z 3 \
a L- _" \�
3 AY' - ----- _
_ \
AFCI SKY \ II I S & P LL
< <
LIGHT II 1 ' ------------------- o a
O�� I CLOSET T) 1 AFC GFCI
M. BEDROOM �---�, j / S��OTE#EE N. T
/ i pipJ / I NOTE #7 & 13
/ ( r SKY AFCI BEDROOM 1" ` AFCI AFCI ' B�ROOM #3
/ = LIGHT m I
-� Z / j TEL EE N. I
AFCI S W I NOTE7 & 13
I4uEE GEN. LL D
FAN I
NOTE #7 & 13 Z I J \ FAN
AFC
FAN I
\ J I I SHOWER I
MASTER TV
TEL
AFCI _ BATH / / W SEE GEN. AFC AFCI
AFC *±48' ±48" EL NOTE#25
CI G / ` AFCI
TEL LL I�CI LOUR.UGHTO �Y! LL
Q Q j
a a
S4 pow"
HB��
SEE GEN.
NOTE #9 \ _
SURFACE -MOUNTED INCANDESCENT FIXTURES
- - -- - _ INSTALLED ON THE WALL ABOVE THE DOOR OR
ON THE CEILING, PROVIDED THERE IS A MINIMUM
CLEARANCE OF 12 IN. BETWEEN THE FIXTURE
AND THE NEAREST POINT OF A STORAGE SPACE.
`SEE GEN.
NOTE #23
ELECTRICAL - MECHANICAL PLAN
SCALE: 1/4"=V-0"
16070 ROLL -UP GARAGE DOOR
GARAGE
DOOR
ELECTRICAL LOAD CALCS
DESCRIPTION
CKTI
VOLTS
CKT
I AMPS
NO. OF
UNITS
VOLTS -AMPS
PER UNIT
TOTAL
VOLTS -AMPS
120 V. MULT OUTLET CKTS
GEN LTG @ 3 W PSF
1201
15
1 1.546
3
4,638
SM APPLIANCE CKTS
1201
20
1 21
1,500
1 3,000
GRI CKTS
1201
20
1 1
1 1,500
1 1,500
SUBTOTAL 9,138
120 V. SGL OUTLET CKTS
DISPOSAL
1 1201
20
1
2,400
2,400
DISHWASHER
1 1201
20
1 1
1 2,400
2,400
LAUNDRY
1 1201
20
1 1
1 2,40
1 2,400
HOOD
1 1201
3
1 1
1 360
1 360
SUBTOTAL 7,560
FIRST 10,000 V-A @ 100 %
10,000
BAL V-A 9D 40 %
2,679
SUBTOTAL 12,679
RANGE
1 2301
40
1 1
1 9,200
1 9,200
A/C (LARGEST FAU OR A/C)
2301
30
1 1
1 6,900
1 6,900
TOTAL V-A 28,779
SELECT SERVICE SIZE TOTAL V-A 28,747 125.1 AMPS
230 VOLTS 230
//TRIP
PHOTO
SENSOR
CELL
HB
SPRINKLER
/
CONTROLL
SEE GEN.
NOTE # 9
GFC
200 Amp
2 CAR GARAGE ELEC. PANEL
)NOTE:GRounID WITH #4 COPPER WIRE
ALL DUCTS PENATRATING GARAGE SEE GEN. % TO GAS $COLD WATER LINES
WALL TO BE 26 GAUGE MIN. NOTE#22
-` FLOUR.
SEE GEN. \
NOTE # 21 \\,
`\I
FAU:YORK-
BDP CO.563AN048-A !
W/COIL AND
THERMOSTATIC
' EXPANSION VALVE
//
r
8 �^ 3" G.I. POST
D-1
PL/
FAU 1 (W�`J
GFCI
W/H:AD SMITH-50 GAL.
\
UH MODEL #FGR-50
DRAIN TO OUTSIDE
RELIEF
\
VALVE
SEE GEN. j
W/DRAIN TO OUTSIDE
NOTE # 24
1
SEE GEN"
NOTE # 1
A/C
DISCONECT
WPI TXV
GFCI VALVE
N SEE GEN.
NOTE #19 & 20
AiC
AC CONDENSER;
YORK H4DH042S06
UNAUTHORIZED USE WARNING
THESE DESIGNS ARE THE PROPERTY OF
LENCH DESIGN GROUP. REPRODUCTION
IN ANY FORM WITHOUT WRITTEN CONSENT
IS EXPRESSLY PROHIBITED. UNAUTHORIZED
USE EXTENDS TO ORIGINAL AND MODIFIED
DERIVATIVE PLANS AND IS APPLICABLE TO
INTENTIONAL AND UNINTENTIONAL
INFRINGEMENTS.
GENERAL NOTES:
1. FIXED APPLIANCES ARE REQUIRD TO BE SECURELY
FASTENED IN PLACE.
2. DRYER EXHAUST DUCT, NOT LESS THEN 4" IN DIAMETER,
SHALL HAVE SMOOTH INTERIOR SURFACES, A BACK -
DRAFT DAMPER AND SHALL TERMINATE OUTSIDE OF
THE BUILDING. )
3. DRYER VENTS SHALL NOT EXCEED, A TOTAL COMBINED
HORIZ. & VERT. LENGTH OF 14 FEET INCLUDING TWO 90
DEGREE ELBOWS, TWO FT. SHALL BE DEDUCTET FOR
EACH 90 DEGREE ELBOW IN EXCESS OF TWO.
4. OUTLETS ABOVE COUNTERTOP OF KITCHEN SINK TO BE
GFCI PROTECTED.
5. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE
BRANCH CIRCUITS TO SERVE KITCHEN, BREAKFAST
ROOM AND DINING ROOM. SUCH CIRCUITS SHALL HAVE
NO OTHER OUTLETS.
6. PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT
TO SERVE LAUNDRY APPLIANCES. SUCH CIRCUITS
SHALL HAVE NO OTHER OUTLETS.
7. ALL SMOKE ALARMS TO BE 120V POWERED AND HAVE
BATTERY BACKUP.
8. ALL CONSTRUCTION SHALL COMPLY WITH THE
2001 CALIFORNIA BUILDING, PLUMBING. MECHA-
NICAL AND ELECTRICAL CODE$, AND ALL LOCAL
CODES AND ORDINANCES.
9. ALL HOSE BIBBS TO HAVE NON -REMOVABLE BACKFLOW
PROTECTION DEVICES.
10. HOT -MOPPED SHOWER PAN SHALL BE INSPECTED UPON
COMPLETION OF HOT MOPPING AND SHALL BE FILLED
WITH WATER FOR INSPECTION_
11. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE
WHERE STATIC PRESSURE EXCEEDS 80 PSI.
12. ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO
AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR
TO INSTALLATION OF THE ITEM.
13. SMOKE ALARMS TO BE INSTALLED A MINIMUM OF T-0"
FROM RETURN AIR VENTS.
14. ALL INSULATION MATERIALS SHALL HAVE A FLAME -
SPREAD RATING NOT TO EXCEED 75 AND A SMOKE
DENSITY NOT TO EXCEED 450 PER UBC 2602.3.
15. BATHROOM RECEPTACLE OUTLET SHALL BE SUPPLIED
BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRC-
UITS SHALL HAVE NO OTHER OUTLETS.
16. ALL DUCTS PENETRATING SEPARATION WALL OR CEILING
BETWEEN GARAGE AND LIVING ROOM AREA SHALL BE 26
GAUGE MINIMUM.
17. INSTALL WATER RESISTANT GYPSUM BOARD UNDER TUB
AND SHOWER ENCLOSURE MATERIALS TO A NEIGHT OF
70' MINIMUM ABOVE THE DRAIN INLET.
18. CLEARANCE REQUIREMENT OF 30" ABOVE RANGE TO
UNPROTECTED COMBUSTIBLE MATERIAL OR 24"
CLEARANCE ABOVE RANGE WHEN EQUIPPED WITH
METAL VENTILATING HOOD. DUCTS SHALL HAVE SMOOTH
INTERIOR SURFACES.
19. ALL HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO
INSTALLATION BY NATIONALLY RECOGNIZED STANDARDS
AND EVIDENCED BY THE LISTING AND LABEL OF AN
APPROVED AGENCY.
20. CONCRETE PAD SUPPORTING MECHANICAL EQUIPMENT
SHALL EXTEND NOT LESS THAN 3" ABOVE GRADE.
21. WHEN TWO OR MORE APPLIANCES ARE CONNECTED TO
ONE VENTING SYSTEM, THE VENTING SYSTEM AREA
SHALLNOT BE LESS THAN THE AREA OF THE LARGEST
VENT CONNECTOR PLUS 50 PERCENT OF THE AREAS OF
THE ADDITIONAL VENT CONNECTORS.
22. ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE
110 OR LARGER AND ONLY TO FEED MAIN OR SUBPANELS.
ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE
COPPER.
23. LIGHTING FIXTURES IN CLOTHES CLOSETS TO CONFORM
TO ONE OF THE FOLLOWING:
A. SURFACE -MOUNTED INCANDESCENT FIXTURES
MAY BE INSTALLED ON THE WALL ABOVE THE
DOOR OR ON THE CEILING, PROVIDED THERE IS A
MINIMUM CLEARANCE OF 12 INCHES BETWEN THE
FIXTUER AND THE NEAREST POINT OF A STORAGE
SPACE.
B. SURFACE -MOUNTED FLOURESCENT FIXTURES MAY
BE INSTALLED ON THE WALL ABOVE THE DOOR OR
ON THE CEILING, PROVIDED THERE IS A MINIMUM
CLEARANCE OF 6 INCHES BETWEEN THE FIXTURE
AND THE NEAREST POINT OF A STORAGE SPACE.
C. RECESSED INCANDESCENT FIXTURES WITH A
COMPLETELY ENCLOSED LAMP MAY BE INSTA-
LLED IN THE WALL OR THE CEILING, PROVIDED
THERE IS A MINIMUM CLEARANCE OF 6INCHES
BETWEEN THE FIXTURE AND THE NEAREST POINT
OF A STORAGE SPACE.
D. RECESSED FLOURESCENT FIXTURES MAY BE
INSTALLED IN THE WALL OR THE CEILING PROV-
IDED THERE IS A MINIMUM OF 6 INCHES BETWEEN
THE FIXTURE AND THE NEAREST POINT OF A
STORAGE SPACE.
24. PROVIDE A COMBINATION PRESSURE AND TEMPERATURE
RELIEF VALVE AT ALL WATER HEATERS, SET TO OPEN AT
NOT MORE THAN 150 PSI. DRAIN PIPE SHALL EXTEND TO
OUTSIDE OF THE BUILDING AND TERMINATE NOT MORE
THAN 2 FEET NOT LESS THAN 6 INCHES ABOVE THE
GROUND AND POINT DOWNWARD WITH THE END UNOBST-
RUCTED. ANY OTHER TERMINATION LOCATION SHALL
REQUIRE APPROVAL BY THE BUILDING OFFICIAL.
25. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURE SHALL
BE LABELLED "SUITABLE FOR DAMP LOCATION".
26. BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE
15- AND 20- AMPERE RECEPTACLE OUTLETS INSTALLED
IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER.
27. COMBUSTION AIR OPENINGS TO BE COVERED WITH
CORROSION -RESISTANT SCREEN OF 1/4" MESH
28. DUCTS USED FOR KITCHEN RANGE VENTILATION SHALL
BE OF METAL AND HAVE SMOOTH INTERIOR SURFACES.
29. EACH HVAC UNIT SHALL BE PERMANENTLY LABELLED
TO INDICATE THE AREA SERVED BY UNIT.
1S PREPARED BY:
L VENTURES,,!
dba
DESIGN GR
III
BY
T-24 UP -DATE
ENERGY PRO 3.1
DRAWN
KORAB RADON
CHECKED
S.L.
DATE
07-14-03
SCALE
1 /4=1'-0"
JOB NO.
SHEET
E/M -1
� _ A
LENCH H