SFD (13046)53725 Avenida Martinez
13046
T a 0
4hf 4 4 a"
Building
Address 53"725 Martinez
Owner
La Quinta Cove Home, Inc.
Mailing
Address 310 Washington, Ste. P214
P.O. BOX 1504
78-105 CALLE ESTADO
LA QUINTA, CALIFORNIA 92253
City Zip Tel.
Santa Konica, GA 90293 1 (310) 827--0171
Contractor
Same
City lZip I Tel.
State Lic. I City
& Classif. Lic. # fir
Arch., Engr., Barry A. Berkufs AZA
Designer +
Address Tel.
223 De La Guerra
CityState
Santa BarbaraZip CA 33341 Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that 1 am licensed under provisions of Chapter 9 (commencing with Section
7DOO) of Division 3 of the.-Busindss and Professions Code, and my license is in full force and
SIGNATURE" "" " ' DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) or
Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars (8500).
❑ I,as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner or property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such improvements are not Intended or offered for sale. If, however, the building
or improvement is sold within one year or completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
❑ Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed it the permit is for one hundred dollars (8100) valuation
or less.)
I certify that in the performance of the work for which this permit is issued, I shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT: g, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives -of this city to enter the above-
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
No.
BUILDING: TYPE CONST. OCC. GRP.
A.P. Number 774"131"423
Legal Description Lot 11 Block 244
Project Description SPD
13046
Sq. Ft. 1694
Size
No. No. Dw.
Stories Units
New [X Add ❑
Alter ❑ Repair ❑ Demolition ❑
Permit does not include any block
walls or pool.
Estimated Valuation
$99,559.80
PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
541.94
Const.
$39.50
Mech.
_
62.80
Electrical
132..75
Plumbing
144.00
S.M.I.
10.00
Grading
20.40
Driveway Enc.
---
Infrastructure
2,201.83
AXXXXXXX
Precise Plan 25.00
TOTAL
3,777.02
REMARKS
n
TY
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SQ. FT. ® $
UNITS
COLL. AREA
i
ROUGH PLUMB.
YARD SPKLR SYSTEM
2ND FL. SQ. FT. @
HEATING (ROUGH)
STORAGE TANK
FORMS
MOBILEHOME SVC.
BAR SINK
POR. SQ. FT. ®
DUCT WORK
ROCKSTORAGE
FOUND. REINF.
POWER OUTLET
ROOF DRAINS
GAR. SO. FT. ®
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
DRAINAGE PIPING
CAR P. SQ. FT. ®
WALL SQ. FT. ®
WATER HEATER
DRINKING FOUNTAIN
FINAL INSP.
URINAL
SQ. FT. ®
WATER SYSTEM
ESTIMATED CONSTRUCTION VALUATION $
GRADING
cu. yd.
—Plus—X$—=$
WATER PIPING
NOTE: Not to be used as property tax valuation
FINAL INSP. Z—1-CJ3
FLOOR DRAIN
MECHANICAL FEES
ROOFING � _�,.� � �
WATER SOFTENER
VENT SYSTEM FAN EVAP.000L HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRY TRAY
AIR HANDLING UNIT CFM
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 11/4 c
SEWAGE DISPOSAL
INSULATION/SOUND
SQ.FT.GAR ® lAc
HOUSE SEWER
FINISH GRADING
GAS PIPING
PERMIT FEE
.p
FINAL INSPECTION / Z-Z� l
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING
DUCT WORK
ROCKSTORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE 7 2p 13
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
$
GRADING
cu. yd.
—Plus—X$—=$
LUMBER GR.
FINAL INSP. Z—1-CJ3
FRAMING .f z c
�C "V
FINAL INSP. Z�u.O�$
J
ROOFING � _�,.� � �
��
(n
J/
•� 0 -A C'L N.—
_9
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
.27
LATHING 9-�
MESH
INSULATION/SOUND
FINISH GRADING
.p
FINAL INSPECTION / Z-Z� l
CERT. OCC.
FENCE FINAL
INSPECTOR'S SI -GN ATURESIIN. ITIALS
GARDEN WALL FINAL
DESERT SANDS UNIFIED SCHOOL DISTRICT
82-879 Highway 111
NOTICE: Indio, CA 92201
Document Cannot Be Duplicated 619-775-3500
Date 6/23/93 1 Type of Permit ILa Quinta
No. 112286 Permit #
Owner Name La Quinta Cove Home, Inc. Log
No. Street See Below
city La Quinta Zip 92253 Study Area 113
APN # I I Tract # Lot # 0 Square Footage 115246
Type of Development Single Family Residence No. of units
Comments 53-683 Avenid_aAlvardo, 52-415 Avenida Mendoza, 52-140 Avenida Velasco,
-52-675 Avenida Rhin, 52-375 Avenida Navarro, 52-790 Avenida C'arranza,
4.1-Rln Villa S9 -19S Avanirla HPrrara51-77S Auanid;i MV rl-invv
At the present time, the Desert Sands Unified School District does not collect fees on
garages/ carports, covered patios/ walkways, residential additions under 500 square feet,
detached accessory structures or replacement mobilehomes. It has been determined
the above-named owner is exempt from paying school fees at this time due to the
following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080
in the amount of 1.65 x 15 246 or $ 25,155.90 have been paid to D.S.U.S.D, for
- the'.property listed above and that building permits and/or Certificates of Occupancy for
this square footage in this proposed project may now be issued.
Fees Paid By La Quinta Cove Home, Inc. Telephone 564-5540
Name on the check
By ' jams F. T.ivply
Assistant Superintendent, Business Services
Fee collected /exempted by Vickie J. Durrett
Payment Received
Signature /acvcheck rsa. 054138
Collector. Attach a copy of county or city plan check application form to district ropy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
.' I t,4vr e I &t It
%zjx
of
Illy,I
?,,.
RF
o'er T -k -S..,
uu
Tit of 14d Ouinta
1111itbing anb 'afjot 31illi"mon
This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building
Code certifying that at the time of issuance this structure was in compliance with the various
ordinances of the City regulating building construction or use. For the following:
BUILDING ADDRESS 53-725 Martinez
Use Classification syn Bldg. Permit No. 11046
Group Ri Type Construction VN Fire Zone Use Zone S
La Quinta Cove Home, Inc. 53-725 Martinez
Owner of Building Address
LQ CA. LONNIE DAY
C i tX,. By;
Date: 1 9-21-9-4
Building Official r
POST IN A CONSPICUOUS PLACE
Title 24 Report For:
HARLAN LEE
THE COVE
92259M
December 3, 1992
These plans) and calculations comply, substantially with the 1992
California Energy . Commission Regulations for Residential
Buildings:. Title 24, Parts 1 and 6
Richard A. Palmer Energy Management Engineering, Inc.
1910 E. Warner, Suite A
Santa Ana, CA 92705
(714) 261-5704
ORDER OF CONTENTS
1. Instructions for Compliance Documentation
2. CF-1R Forms (Certificates of Compliance)
3. MF1 Forms (Mandatory Measures Checklist)
4. Title 24 Ughting Requirements
5. Forms 3R (Construction Assemblies)
6. C-2R Forms (Computer Method Summary)
7. Heating and Cooling Calcs
INSTRUCTIONS FOR COMPLIANCE DOCUMENTATION
These calculations reflect the new 1992 Second Generation Residential Energy
Standards. Numerous changes have been incorporated into the new procedures,
including the documentation which is required to be incorporated into the plans. To
minimize plan check and field problems, the following information should be put on.
the plans:
1. CF -1R Form (Certificate of Compliance):
Each plan must have a CF -1R Form submitted with the calcs, as well as on the
drawings. The form, developed by the CEC, summarizes the energy conservation
features required for compliance. The CF -1R Form is 3 pages per plan, the third
page being a signature page for owner, architect and energy consultant to sign.
Though all three sheets for each plan must be submitted with the calcs, we
recommend putting only one page for signatures on the plans. This reduces
redundancy in signing. Whether the plans must be wet signed or not will vary
depending on the building department.
2. MF -1R Form (Mandatory Measures. Checklist):
This is a one page checklist of building features that are required of all residential
buildings built in California. These must be on the plans as well as in the calcs.
3. A Heating and Cooling Load Summary must be provided. It has
been incorporated as the second page of the CF -1R-
4. The convention for Orientation description is as follows:
Direction Azimuth
(Clockwise Rotation)
Orientation 1: Front to North 0 degrees
Orientation 2: Front 'to East - 90 degrees
Orientation 3: Front to South 180 degrees
Orientation 4: Front to West 270 degrees
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1 R
Project Title: THE COVE Date: 12/ 3/1992
Project Address: LA QUINTA
HARLAN LEE
Documentation Author:
Company: R. A. Palmer & Associates
Telephone: (714) 261-5704
Compliance Method: MICROPAS4 by Enercomp, Inc.
Climate Zone: 15
Building Permit #
Plan Check / Date
Field Check/ Date
MICROPAS4 v4.00 File -92259M11 Weather -15 Program -FORM CF -1 R
User#-MP0265 User -Richard A. Palmer & Associates PLAN 1
GENERAL INFORMATION
Conditioned Floor Area:
1594
Building Type:
Single
Building Front Orientation:
Cardinal
Number of Dwelling Units:
1
Number of Stories:
1
Floor Construction Type:
SlabOnGrade
Infiltration Control:
Standard
BUILDING SHELL INSULATION
Component
Insul
.Assembly
Type
R -value
U -value
Location/Comments
SlabEdge
0
0.72.
No Insui
SlabEdge
0
0.50
R-7 Equiv.
Wall
15
0.081
ext
Wall
15
0.075
garage
Roof
30
0.033
attic
THERMAL MASS
Manufacturer and Model #: American GV2F90-533T (or approved equal)
SPECIAL FEATURES/REMARKS
Area
Thickness
Cvr R -Val
Type
(sf)
(in)
0=Exposed
Location/Comments
SlabOnGrade
65
3.5
0.0
kitchen
SlabOnGrade
75
3.5
.0.0
entry
SlabOnGrade
24
3.5
0.0
bath 2
SlabOnGrade
8
3.5
0.0
.,fireplace hearth
SlabOnGmde
1521
3.5
2.0
carpeted slab
WATER HEATING SYSTEMS
Number
Tank
Extemai
In Energy
Size
Insulation
System Type
Heater Type
. Distribution Type
System Factor .
(gal)
R -value
Storage
Gas
Standard
1 0.60
50
6
Manufacturer and Model #: American GV2F90-533T (or approved equal)
SPECIAL FEATURES/REMARKS
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title: THE COVE Date: 12/ 3/1992
Project Address: LA QUINTA / HARLAN LEE
MICROPAS4 v4.00 File -92259M11 Weather -15 Program -FORM CF, -1 R
User#-MP0265 User -Richard A. Palmer & Associates PLAN 1
GLAZING
Glazing
Area
U-
# of Interior Exterior
Framing
Orientation
(sf)
value
Panes Shading Shading
Overhang
Type
ENT
6
0.67
2 none
6
Metal
Front
DEN
Front
30
0.82
2 Roller.Wht
1
Metal
BRS
Left
50
0.82
2, Roller.Wht
1
Metal
MBA
Left
5
0.82
2 Roller.Wht
1
Metal
MBA2
Back
5
0.82
2 Roller.Wht
1
Metal
MBR
Back
15
0.82
2 Roller.Wht
1
Metal
SLDR
Back
53.4
0.72
2 Roller.Wht
1
Metal
LIV2
Back
16
0.67
2 none
1
Metal
LIV3
Back
10
0.82
2 Roller.Wht
1
Metal
SLDR2
Right
53.4
0.72
2 Roller.Wht
1
Metal
LIV DIN
Right
40
0.82
2 Roller.Wht
1
Metal
KIT
Right
10.5
0.82
2 Roller.Wht
1
Metal
DEN2
Right
12.5
0.82
2 Roller.Wht
1
Metal
ASSUMED HVAC SYSTEMS
Assumed Duct
Duct
Assumed System
Efficiency Location
R -value
Gas
0.78 Attic
4.2.
AirCond
11.0 Attic
4.2
ACTUAL HVAC SYSTEMS
HEATING LOAD:
HEATING EQUIP: COOLING LOAD:
COOLING EQUIP:
PLAN:
1
38931 BTUH
STD
CARRIER 58PAV075JC 36400 SENS p112.F
CARRIER 38TMO48
60953 BTUH
MAX
80.0.
(78% MIN) 47320 BTUH TOTAL.
CARRIER CD5AA048
71000 BTUH
3.94 TONS
39450 BTUH (9) ARI
11.00 SEER(11.0
MIN)
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3
Project Title: THE COVE
Project Address: LA QUINTA / HARLAN LEE
MICROPAS4 v4.00 File -92259M11 Weather -15 Program -FORM CF -1 R
User#-MP0265 User -Richard A. Palmer & Associates
CF -1 R
Date: 12/ 3/19VZ
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed
to comply with Title 24, parts 1 and 6 of the calffomia Code of Regulations, and the administrative
regulations to implement them. This certificate has been signed by the individual with overall
design responsibility. When this certificate of compliance is submitted for a single building
plan to be built in multiple orientations, any shading feature that is varied is indicated in the
Special Features/ Remarks section.
OWNER ENFORCEMENT AGENCY
Name: Name:
Company: HARLAN LEE Title:
Address: 310 WASHINGTON BLVD Agency:
MARINA DEL REY CA 90292
Phone: 310 827-0171 Phone:
License:
Signed: Signed:
Date: Date:
DOCUMENTATION AUTHOR
Name: R. A. Palmer
Company: Richard A. Palmer Assoc.
Address: 1910E Wa
Santa A
Phone: (714) iL P4 Ey
Signed: y
Date: o II 9
'!1, ECHA
N C;
OF Cil
Mandatory Measures Checklist: Residential
MF -1 R
MOTE: Lowrlse residential Duildings subject to the Standards must contain these measures regardless of the compliance
approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements
listed or. the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features
noted shall be considered by all parties as binding minimum component performance specifications for the
mandatory measures whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION DESIGNER ENFORCEMENT
Building Envelop -0 Moasures
X
X
• §I50(a): Minimum R-19 ceiling insulation.
X
§150(b): Loose fill insutation manufacturer's labeled R -Value.
X
• §I50(c): Minimum R-13 wall insulation in framed walks (does not apply to exterior mass walls).
X
• §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors.
§150(Q: Stab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
N/A
greater than 2.0 pem>lnch.
X
§118: Insulation specified or installed meets Cafifomia Energy Commission quality standards.
Indicate type and form.
X
§116-17: Fenestration Products, Exterior Doors and InfiltratioNExidtration Controls
a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
b. Manufactured fenestration products have label with certified U -value, and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
X
N/A
§150(Q: Special infiltration. barrier installed to comply with §151 meets Commission quality standards.
§150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
1. Masonry and tactory-built fireplaces have:
a Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
X
X
§110-13: HVAC•equipment, water heaters, showerheads and.faucets certified by the Commission.
X
§150(): Setback thermostat on all applicable heating systems.
X
§150@: Pipe and Tank Insulation
1. Indirect hot water tanks (e.g.. unfired storage tanks or backup solar hot water tanks) have insulation
blanket (R-12 or greater) or combined interiodexterior insulation (R-16 or greater).
2. Fust 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (144 or greater).
3. All buried or exposed piping insulated in recirculating sections of hot water system.
4. Cooling system piping below 55OF insulated.
5. Piping insulated between heating source and indirect hot water tank.
* §150(m): Ducts and Fans
1. Ducts constructed. installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated
to a minimum installed value of R-4.2 or ducts enclosed entirely within con clitioned space.
2. Exhaust fan systems have backdraft or automatic dampers
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers..
X
N/A
§114: Pod and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions.
no electric resistance heating and no pilot light-
ight2.
N/A
2.System is installed with:
a At least 36' pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spa
3. Pool system has directional inlets and a circulation pump time switch.
X
§115: Gas-fired central furnace, pod heater, spa heater or household cooking appliance have no
:\ continuously luring pilot light (Exception: Non -electrical cooking appliance with pilot < 150 BtuRu.)
J Lighting Measures
§150(k): 40 Iumenstwatt or greatcx for general lighting in kitchens and rooms with water closets; and
recessed ceiling fixtures IC (insulation cove() approved.
X
RevlBad January 1992
LIGHTING MEASURES
Installing energy-efficient lamps and fixtures can
reduce lighting energy costs without sacrificing the
quality or quantity of light available.
Kitchen Lighting
The Standards require that general lighting in
kitchens have.an efficacy of at least 40 lumens per
watt and be controlled by the most accessible
switch(es) in the kitchen. The light switch location
determines how the occupant will use the lighting.
Luminaires used only for specific decorative
effects (and which are not the only luminaires in
the kitchen) need not meet this requirement.
.B
A" must be fluorescent
General lighting is lighting designed to provide a
uniform level of light distribution throughout a
space. This can be achieved by light fixtures in the
ceiling or around the perimeter of the room. .
Lighting fixtures under cabinets may meet the
general lighting requirements if they provide
uniform light distribution in the kitchen (see
Figure 2-11). A luminaire which is the only
Lighting in a kitchen will be considered general
lighting.
"A" mustbefluoreseent
All of "C" roust be fluorescent "A" or all of "C' must be fluorescent
Kitchen Lighting Examples
Bathroom Lighting
The Standards require.that each room containing a
water closet must have at least one luminaire with
lamps with an efficacy of at least 40 lumens per
watt. As an alternative, this requirement may be
met by installing the high efficacy luminaire in an
adjacent room that has complementary plumbing
fixtures.
If there is more than one luminaire in the room, the
high -efficacy luminaire must be switched at an
entrance to the room.
"A" must be fluorescent
A
E
B
"A" . "B" or "E' must be fluorescent
Bathroom Lighting Examples
General
Luminaires installed to meet the 40 lumens per
watt requirements cannot contain medium base
incandescent lamp sockets, and must be on
separate switches from incandescent lighting.
All incandescent lighting fixtures recessed into
insulated ceilings must be approved for
zero -clearance insulation cover (LC.) by
Underwriters Laboratories or other testingtrating .
laboratories recognized by the International
Conference of Building Officials (ICBO).
Recessed lighting fixtures left uninsulated
significantly increase the heat loss and heat gain
through the roof/ceiling area.
"A" must be fluorescent;
"D" can be incandescent
E B
._.a i c:= IF
"B" or "E" must be fluorescent
A
lM
Proposed Construction Assembly: Residential Form 312
Project Title D31c
Project Addrt-c<
Building Permit M
Documentation Author Telephone
R-1 5 WALL WS 1 5G Qtedccd B /Date
ALcemhly Name Enforcement Agency Use Only
Sketch of Construction Assembly .
Assembly Type:
(check one)
Floor
X Wall
Ceiling/Roof
Framing Material: Wood
Framing Size: 2 x 4
FramingSpacing: 16 O.C."
Framing Percentage: Wall: X 15% (16" ox-)
(check one) 12% (24" o.e.)
Floor/Ceiling: 10% (16" ox.)
7% (24" o.c.)
Wall Weight / sf:
(Packagesonly)
List of Construction Components
R -Value
Cavitv(Rc)
Frame(Rt)
Outside Surface Air Film
0.17
0.17
1.
STUCCO
- 0.18
0.18
2.
R-15 INSULATION
15.00
3.
BUILDING PAPER
0.06
0.06
4.
2 X 4 FRAMING r
3.46
5-
1/2" GYPSUM
0.45
0.45
6.
7.
Inside Surface Air Film
0.68
0.68
- Total Unadjusted R -Values: 16 .54
5.00 '
Rc
Rr .
Framing Adjustment Calculation (if applicable):
( 1/16.54 x 1-15/100 ) + ( 1/5.00 x 15/100 ) _
i /Re 1 -(Fr%/ 100)
t
I /R f FrIfo/100
1/rotal U -Value
0.081
Total U -Value
`Probosed Construction Assembly: Residential Forin 3R
rrojeet Tittc
Project Address
Documentation Author T
R— 15 GARAGE WALL .WG 1 5G
Assemhlr Name
Sketch or Construction Assembly
Date
Building Pcnnit r
Checked ByLDatc
Enforcement Agency Use only
Assembl v Tvpe:
Floor
(check one)
X Wall
Outside Surface Air Film
0.68
Ceiling/Roof
L 1/2" GYPSUM
Framing Material:
Wood
2. R-15 INSULATION
Framing Sze:
2 x 4
3. BUILDING PAPER
Framing Spacing:
16
4- 2 X 4 FRAMING
Framing Percentage:
WaIL-- X
15% (16 ox-)
(check one)
0.45
12% (24' OC.)
Floor/Cci7 g:
10% (16' o c.)
7% (24' o.c.)
Nall Weight / sf--
0.68
Total Unadjusted R -Values: 17.32
(Packages only)
R,
`) List of Construction Components
R -Value
CavitvW
Frame(Rr)
Outside Surface Air Film
0.68
0.68
L 1/2" GYPSUM
0.45
0.45
2. R-15 INSULATION
15.00
3. BUILDING PAPER
0.06'
0:06
4- 2 X 4 FRAMING
3.46
5- 1/2" GYPSUM
0.45
0.45
6-
7-
- Inside Surface Air Film
0.68
0.68
Total Unadjusted R -Values: 17.32
5,51
R,
'Rr
Framing Adjustment Calculation (if applicable):
( 1/ 17.32 x 1-15/100 ) + ( 1/5.78
x 15/100 ) =
0.075
1/Re 1-(Fr%/100) 1/R(
Fr%1100
Total U -Value
=
13.34
1/iotal U -Value
Total R -Value
i
COMPUTER METHOD SUMMARY Page 1 C.
Project Title.......... THE COVE Date ..... N12/03/92
Project Address..... .. LA QUINTA
HAR.LAN LEE
Documentation Author... Building Permit
Company ................ Richard A. Palmer & Assoc
Telephone .............. 714 261-5704 Plan Check / Date
Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date
Climate Zone........... 15
I MICROPAS4 v4.00 File -92259M11 Wth-CTZ15S92 Program -FORM C -2R I
User#-MP0265 User -Richard A. Palmer & Assoc Run -PLAN 1
= MICROPAS4
ENERGY USE
SUMMARY
=
-0.95 =
= Energy Use
Standard
Proposed
Compliance _
_ (kBtu/sf-yr).
Design
Design
Margin =
-
- pa g:.........
space Heating
2.40
2.23
0.17 =
-
- space ce Cooling.....
30.42
31.99
-1.57 =
. - -
= Water Heating..........
13.11:
11.69
1.42 =
= North Total.'
45.93:.
45.91
0.02 =
= Space Heating:..'.:.'.:.:'
2.40
2.52-
-0.12 =
- Space Cooling..........
30.42
30.06.
0.36 _
- Water Heating.....:....`
13.11
11.69
1.42 =
= East Total'
45.93",
44.27
1.66 =
GENERAL
INFORMATION
2' 28
012 =
= Space
= Space
Heating.. ....
Cooling...:'.:...'.
2.40
30.42 .31.37,
-0.95 =
= Water
Heating..........
13.11
11.69
1.42 =
=
South Total -°d__...
45.93•--
45.34
0.59 =
= Space
Heating.'.:: a.:. 0
2.40 =-:
1.96y
0.44-.. _
= Space
Cooling::.::: `::'::
30:42
31.80 - -
-1.38 ... _
= Water
Heating..
13.11
11.69
1.42 =
=
West•Total
45.93 =
45:45
0.48
_
*** Building "cai'piies
with"Computer Performance
GENERAL
INFORMATION
Conditioned Floor Area..... 1694 sf
Building Type....... .... Single Family Detached
Y Construction Type New
Building Front Orientation. Cardinal - N,E,S,W r„ L
Number, of Dwelling Units... 1=
Number of Building Stories.
Weather Data Type.......... ReducedYear
COMPUTER METHOD SUMMARY
Page 3 C -2R
Project'Title..........
THE COVE
Date........ 12/03/92
MICROPAS4 v4.00
File -92259M11 Wth-CTZ15S92
Program -FORM C -2R
I
User#-MP0265 User -Richard A. Palmer &
Assoc Run -PLAN 1 I
FENESTRATION SURFACES
SC SC Interior
Area
# of
Frame
Open U- Act
Glass Int Shade
Surface
(sf)
Panes
Type
Type value Azm
Tilt Only Shade Description
7
Door
53.4
2
Metal
Slider 0.72 180
90 0.88 0.40 Roller.Wht
8
Window
16.0
2
Metal
Fixed 0.67 180
90 0.88 0.78 none
9'Window
10.0
2
Metal
Slider 0.82 180
90 0.88 0.40 Roller.Wht
10
Door
53.4
2
Metal
Slider 0.72 270
90 0.88 0.40 Roller.Wht
11
Window
40.0
2
Metal
Slider 0.82 270
90 0.88 0.40 Roller.Wht
12
Window
10.5
2
Metal
Slider 0.82 270
90 0.88 0.40 Roller.Wht
13
Window
12.5
2
Metal
Slider 0.82 270
90 0.88 0.40 Roller.Wht
OVERHANGS AND SIDE FINS
Window--
------Overhang
---Left Fin--- Right Fin --
Area
Left Rght
Surface
(sf)
Hght
Wdth
-Dpth Hght Ext Ext
Ext Dpth Hght Ext Dpth Hght
HOUSE
1
Window
6.0
2
n/a
6 2 n/a n/a
n/a n/a n/a n/a n/a n/a
2
Window_,
30.0
5
n/a,,,_.
1 1 n/a n/a
n/a n/a n/a n/a n/a n/a
.3
Window
50.0
5 _
n/a.
1 , . 1,, n/a n/a
n/a n/a n/a n/a n/a n/a
4
Window_ .
6.0.3..
n/a_,e.
1 1 n/a ._n/a
n/a n/a n/a n/a n/a n/a.
5
Window
6.0
1.5
n/a
1 1 n/a n/a
n/a n/a n/a n/a n/a n/a
6
Window
15.0
5
n/a
1 5 n/a n/a
n/a n/a n/a n/a n/a n/a
7
Door
53.4
6.7
n/a
1 6 n/a n/a
n/a .n/a n/a n/a n/a n/a
8
Window.
16.0
2
n/a
1 4 n/a n/a
n/a n/a n/a n/a n/a n/a
9
Window
10.0
5
n/a
1 2 n/a n/a
n/a n/a n/a n/a n/a n/a
10
Door
53.4
6.7
n/a
1 1 n/a n/a
n/a n/a n/a n/a n/a n/a
11
Window
40.0
5
n/a
1 1 n/a n/a
n/a n/a n/a n/a n/a n/a
12
Window
10.5
3.5
n/a
1 1 n/a n/a
n/a n/a n/a n/a n/a n/a
13
Window
12.5
5
n/a
1 1 n/an/a
n/a n/a n/a n/a n/a n/a
THERMAL MASS
Area
Thick
Heat Conduct- Surface
Mass Type
.(sf)
(in)
Cap ivity R -value Location/Comments
HOUSE
1
SlabOnGrade
66
3.5
28.0 0.98 R-0.0 kitchen
2
SlabOnGrade
75
3.5
28.0 0.98 R-0.0 entry
3
SlabOnGrade
24
3.5
28.0 '0.98 R-0.0 bath 2
4
SlabOnGrade
8
3.5
28.0 0.98 R-0.0 fireplace hearth
5
SlabOnGrade
1521
3.5
28.0 0.98 R-2.0 carpeted slab
SLABEDGEI
RICHARD A. PALMER & ASSOCIATES
PAGE 1
4350
4350
RESIDENTIAL CALCULATIONS
25
0.50
475
(ASHRAE METHOD)
FRAMEWALL
966
0.081
DATE:
03 -Dec -92
Tosa =
32
(winter design db) JOB NO:
92259M
Tinside=
70
(winter) CLIENT:
HARLAN LEE
dTEMP =
38
(winter) PROJECT:
THE COVE
AC/HOUR=
0.9
(winter) LOCATION:
LA QUINTA
VOLUME =
16940
(cf) PLAN NO:
1
ATTIC Al
1694
FLOOR AREA:
1694 sf
2253
ROOF R1
---- HEATING LOAD ----
0.051
ITEM
AREA
U -VALUE TRANS. INFILT.
TOTAL
1.13
(sf)
(Btu/h- LOSS LOSS
(Btu/h)
308.8
0.75
sf-F) (Btu/h). (Btu/h)
8801
SLABEDGEI
159
0.72
4350
4350
SLABEDGE2
25
0.50
475
475
FRAMEWALL
966
0.081
2973
2973
PARTFWALL
200
0.075
570
570
FLR O/GAR
0
0.047
0
0
EXP FIR
0
0.047
0
0
RAISE FLR
0
0.040
0
0
ATTIC Al
1694
0.035
2253
2253
ROOF R1
0
0.051
0
0
GLASSI
0
1.13
0
0
GLASS2
308.8
0.75
8801
8801
SKYLIGHTI
0
1.23
0
0
SKYLIGHT2
0
0.7
0 .309
0
INFILT..
((ac/h)*(vol)*1.09*dT)/60 10525
10525
HEAT LOSS:
SUM =
29947
STD OUTPUT
CAP:
SUM*1.3= *
38931
MAX OUTPUT
CAP:
(SUM+(10*FL0ORAREA))*1.3=
60953
-or-, MAX=
45000.Btu/h (whichever is greater)
45000
--- SUMMARY OF HEATING AND COOLING LOADS ---
-- AS CALCULATED BY RICHARD A. PALMER & ASSOCIATES,INC. --
COOLING: FRONT TO NORTHWEST HEATING:..@32F ODB
36400 BTUH SENS @112F ODB 29947 BTUH HEAT LOSS
47320 BTUH TOTAL 38931 BTUH STD CAP
3.94 TONS 430 SQ FT/TON 60953 BTUH MAX CAP
----PROPOSED FURNACE SELECTION ----
OR STATE APPROVED EQUAL
FURNACE MAKE & MODEL NO: _.---_-CARRIER _ SBPAV075JC
•AFUE: 80.0.. (78% MIN)
OUTPUT CAPACITY: = 71000.:BTU/HR
-- - - - CFM(COOLING) : w_ _ _ 1545 CFM
----PROPOSED COOLING EQUIPMENT ----
OR STATE APPROVED EQUAL Y
CONDENSING -UNIT MAKE & MODEL -NO:. __.CARRIER 38TMO48
COOLING COIL MAKE & MODEL NO: CARRIER CD5AA048
TOTAL COOLING CAPACITY: 39450 BTU/HR @'112
SEASON ENERGY EFFICIENCY RATIO: 11.00 SEER(11.0 MIN)
* MINIMUM R-4.2'INSULATION REQUIRED ON DUCT IN UNCONDITIONED SPACE
.RICHARD A. PALMER & ASSOCIATES PAGE 3
RESIDENTIAL CALCULATIONS
(ASHRAE_METHOD)
DATE: 03 -Dec -92
PROJECT: THE COVE JOB NO: 92259M
LOCATION: LA QUINTA CLIENT: HARLAN LEE
PLAN NO: 1
FLOOR AREA: 1694 sf
-- COOLING LOAD SUMMARY
BY ORIENTATION --
FRONT TO
NORTH
FRONT TO
NORTHEAST
35697
BTU/HR
SENSIBLE
35869
BTU/HR
SENSIBLE
46406
BTU/HR
TOTAL
46629
BTU/HR
TOTAL
3.87
TONS
3.89
TONS
FRONT TO
EAST
FRONT TO
SOUTHEAST
34473
BTU/HR
SENSIBLE
35247
BTU/HR
SENSIBLE
44814
BTU/HR
TOTAL
45821
BTU/HR
TOTAL
3.73
TONS
3.82
TONS
FRONT TO
SOUTH
FRONT TO
SOUTHWEST
35064
BTU/HR
SENSIBLE
35779
BTU/HR
SENSIBLE
45584
BTU/HR
TOTAL
46512
BTU/HR
TOTAL
3.80
TONS
3.88
TONS
FRONT TO
WEST
FRONT TO
NORTHWEST
35004
BTU/HR
SENSIBLE.
36400
BTU/HR
SENSIBLE
45505
BTU/HR
TOTAL
47320
BTU/HR
TOTAL
3.79
TONS
3.94
TONS
AUG 16 'y_; 11:'5C1A1*-I BARRY A BERK I'; AIA
0 0
r V H
13ARR\/A.BF,KKLis
A.1.A.
August 16, 1993
Harlan Lee & Associates
310 Washington boulevard
Marina Del Rey, CA 90292
Attn: Randy
Dear Randy:
Per our phone conversation, I would like to clarify the location of the footing omission described in the
letter from Carl Schneider on August 12, 1993,
1. Due to the fact that the 3 -point bearing trusses have been redesigned as 2 -point bearing
trusses, the footing running the length of the house dividing the LIVING/DINING areas
from the SLEEPING areas may be omitted. (not required)
If you have any further questions, please call.
Sincerely,
Barry A. Berkus, A.I.A.
Scott Branch
f"A
WV 6F LA QUINTI, ,
223 L. UC La Guorra
Y+I Ia U irp3r3, CA 93101
Y..U5 9ti;f-ts'dU1
Fax: SOS1966.6646
P. 2/2
O
k%]
JUL 13 "93! ll:22At'I—BARRY A BERKUS AIA r I P. i/2
X,
2
AAC I
ACCEP7 EG FQq
SUBJEC F TO INS'T' LLIL A, T;!. 'o :
$I
AND ;FL--Li-
CI
DATE
1
G/--'%1 IK I r"'N A -,rr ) K 1 PI A K I
z
51 ic
/A. SPAN 40- 0- a (FT. I*_-4ES. 16THS) SCALE= 0.152/1.0 1 CBO DESIGN CRITERIA FOLLOWED BOULDER -COLORADO -80301
taJanaaooe nLa.o m tic shoo lasbsoo prsprrod as by sa apaiateed W ood ttvu labviatae Ccnoc"w Ptasra sbaU bamredw usrd by 1,1ETAL LOCI: .20 ar l g gauge A nN A446
lbs dei ochres vy sapaeb-bri for dow pts ass reach of vnaonotott infoeratims spocif. Yodc A aban" hot dipped gafvaniudssecL lAnbomaiausc coroeee mug be 39%as (car q Ilac LINCOLN TRUSS
catsns OfFued by the ct ma The fabrx"i a Ka traction of mares an wee as the ab"k of limo of fabrication.
m. „itt tm .gbi aei>,aowtrttmuss IN" bow 284 SOUTH 8th S-.
Acayreie+. taooeti00enmsooenedtsigssrsdardaofl.OSsadTPf.7%wdmpassama Trouts thaDbela+reed-iL%cmp6wLoQocaonroavoiddamage. Tcw?aosybo,cimgmoube BANNING, CA. 92220
court chards an cosums"ariy absa►\od b> MV4 aeata "I and seffinm chards ass cater used when enacting wmacs (sac BWT•76 for TPI mcon mcndasices Bracing "we m drawing
aian+dyabasajcram M.daic%&m mv.e=foGcvaos.DcsiyaaasvipUtatadcgwtcdain.yc iswnuistbocYfia;anthe meaber&aip wdy.Itisam rind toIatcrsl)"4baacuywovuaU
w a'Pcprwidtdtjbp=vcsboadiag doi$a bracing which is dace by orhets. Referw JILT 20 (WI) fw mefty oc ded tnus
is fie w iod oi&A crow lis-upossbu Y is auumd ba ovuaU buildiag design. ha,adtag an4cr%cuoa. Dcsip Wadi sho dd not be applied Weil shuChis4 and bracilS ue eomplas.
LEN FORCE
MBR
LEN
FORCE"
NOR FORCE MBR FORCE
JT
PLATE OFFSET-H OFFSET-L JT PLATE OFFSET-M OFFSET-L
t 2
5.54 -1918
11-12
5.54
1740
2-20 52 8-15 -2888
1 3X
6 11
3X 6
2
5.68 -1515
12-13
3.B8
1743
2-19 -369 8-14 1057
2S SX
6 3 1/4 3 12
2X 4
4
4.32 -21373-14
1.B1
1548
3-19 351 9-14 -902
3 5X
6 2 1/8 3 13
4X 4
S
4.32 1973
14-15
4.32
962
3-18 -1462 9-13 832
4 5X
6 14
5X 6
E
2.02 1974
15-16
2.29
-1401
4-18 903 10-13 -222
5S 5X
6 3 1/4 3 15
5X 6
7
2.29 2989
16-17
2.D2
-2987
4-17 -2550 10-12 33
6 5X
6 16
5X 12 t 2 1/2 3 1/2
7 6
4.32 1403
17-IB ,4.32
214
5-17 -237
7 5X
6 17S 7X 8 3 1/4 4
S
1.81 -1036
18-19
4.32
1411
6-17 21511
8 7X
8 2 1/8 4 t8
4X 4
1D
3.88 -1628
19-20
68
1793
6-16 -1889
9 4X
4 19
5X 6
I11
5.54 -1867
20- 1
5.54
1790
7-16 -2629
105 5X
6 3 1/4 3 20
2x 4
21 1
1.00 11'
7-15 1649
1SPLLIIC
22-11
1.00 11
:
BLOCK
2
0.80 -9
► 4
Q Ofd 14q0.'80a
LUMBER SOLUTION
J
REACT MIN
CJ1I[T
d
3.
Ia18R
FORCES ANO RX ARE FOR 1
PLY OF
2 6 F
OP 2X4 OFL /1
TOP PANEL 6- 7 CSI- 0.750
1
4122. 4.41-
NAIL
TRUSSES TOGETHER AS NOTED:
T 2X4 DFL 11
1
662. 3.50'
T/C:10d
COMMON NAILS 010.50
IOC
^'
. No. C045522 m
T PANEL 19-20 CSIs; 0.360
B/C :10d
COMMON NAILS 012.00
IOC
d Q0
2X4 HF STUD
NDN-STRIICT FRAYING LLA am
WEB :
10d CONAON NAILS 012.00
IOC
C f? 3194
CHD 2X4 DFL /1
Q'
BLK 2X4 HF STUD
qrf
NOIi-ST fR+WIW PLATES
Cnara Eno Blks 2x4-20 of getter
S :a CAJUL
F
F•Gpl1
BIOCIt4 Jx4-20 Of tsetter
3
5- a- 4
22- 0- 4 28- 7-
9 34- 3-13
T :1-G- 4
024 4- 3-12
5-10-
9 t- 1-5
11-
4- 7
/S- 8- •
p2-
20- 24- 3-13
Q-
30- 5- 4
10•- b- O
S-
a- 4
4- 3-12
4- 1 2- 3- 9
2
1- 9-11
5__e- 3
DESIGN CRITERIA - TPI
i i
f
TOP LL= 32.0 PSF
TOP OL= 28.0 PSF
2x10 nailed w
BOT LL= 0.0 PSF
5X6 -
5x6 - 5X6 3X6 - SX6 -
7x6 -
2" 'o
3
4 5 6 7
8 4X4
16d at- - C .
DtJR OF LOAD I NCP1 .25
12
4.75
e
12
5X6 \ Q4.7S staggered
IN /C
P LATENC METAL-LOCK
5X6 f
through-out t0
PLATE OUR INC- 1. 25
2
10
3xs -
4
support 3x6 -
MOM-STANDARD
4x8with
JT LOS LD CASE
t
11
3 v 1530.0 1
0
o hunger
8 v 1530.0 1
13 V 1646.0 1
f
15
SECTION DIR LIVE DEAD LD CASE
o
20
SX6 - 4X4 - 7X8 - 5X1295" -
5X6 4X4 - 112 0'
3- 8 V 112.0 98.0 t
21
2x4 I
2X4 1 22
TOTAL LOAD DEF 0 PANEL 19 = 0.209-
22-
0
404-- O
Lf0EF=999 L= 264.2 REC CNBR= 0.2a"
i
TOTAL LOAD HOR DEF as 0.094-
1
Job •ART
1- I- 5
5- 6- 4
4- 3-12
4- 3-12 - 3-
1- 9-11
5- a- 3
VER: 428
1t- 4- 7
t5- 8- 4
20- 0- 0 24- 3-13
30- 5- 4
40- 0- 0
DATE
DATE 7/30/93
0/93
5- a- 4
2- 0- 4 4- 3-12
3-10-
s
5- 6- 4
22- 0- 4 28- 7-
9 34- 3•-13
NOTE: 1X 4 LAT.BRCG 0101t O/C MAX.REOD
ON BOTTOM CHORD UNLESS OTHERWISE SHOWN
KEYWARK ENGINEERING
/A. SPAN 40- 0- a (FT. I*_-4ES. 16THS) SCALE= 0.152/1.0 1 CBO DESIGN CRITERIA FOLLOWED BOULDER -COLORADO -80301
taJanaaooe nLa.o m tic shoo lasbsoo prsprrod as by sa apaiateed W ood ttvu labviatae Ccnoc"w Ptasra sbaU bamredw usrd by 1,1ETAL LOCI: .20 ar l g gauge A nN A446
lbs dei ochres vy sapaeb-bri for dow pts ass reach of vnaonotott infoeratims spocif. Yodc A aban" hot dipped gafvaniudssecL lAnbomaiausc coroeee mug be 39%as (car q Ilac LINCOLN TRUSS
catsns OfFued by the ct ma The fabrx"i a Ka traction of mares an wee as the ab"k of limo of fabrication.
m. „itt tm .gbi aei>,aowtrttmuss IN" bow 284 SOUTH 8th S-.
Acayreie+. taooeti00enmsooenedtsigssrsdardaofl.OSsadTPf.7%wdmpassama Trouts thaDbela+reed-iL%cmp6wLoQocaonroavoiddamage. Tcw?aosybo,cimgmoube BANNING, CA. 92220
court chards an cosums"ariy absa►\od b> MV4 aeata "I and seffinm chards ass cater used when enacting wmacs (sac BWT•76 for TPI mcon mcndasices Bracing "we m drawing
aian+dyabasajcram M.daic%&m mv.e=foGcvaos.DcsiyaaasvipUtatadcgwtcdain.yc iswnuistbocYfia;anthe meaber&aip wdy.Itisam rind toIatcrsl)"4baacuywovuaU
w a'Pcprwidtdtjbp=vcsboadiag doi$a bracing which is dace by orhets. Referw JILT 20 (WI) fw mefty oc ded tnus
is fie w iod oi&A crow lis-upossbu Y is auumd ba ovuaU buildiag design. ha,adtag an4cr%cuoa. Dcsip Wadi sho dd not be applied Weil shuChis4 and bracilS ue eomplas.
s .
E R- 1 0- 9 3 F R I 1 5 1 3 C O U V.I S E N G I N E E R I N C R_ F 0 1
o rT /[-r Z-
,
G 0 U V I S
NEWPORT BEACH •
September 10, 1993
Harlan Lee and Associates
78-200 Calle Fortuna
La quints, CA 92253
Attn: Randy Wessman
Re: The Cove
Missing Holdown
G.E. Job No. 11415
Dear Randy:
E N
G I
N
E
E R
I N
SAN
DIEGO
c
PALM
SPRING:.
Pursuant to your request regarding the above captioned project,
and per our phone conversation on September 9, 1993, we submit
the following:
At rear of the garage, apply a Simpson HD5A.holdown with a 3/4"
diameter.Hilti "HVA" bolt in lieu of the missing holdown strap.
For more information see the attached detail "A".
Note: Please verify the above with the building department prior
to construction.
If you have any questions, please. do not hesitate to contact this.
office.
Sincerely,
GOUVIS ENGIkEERING
Nicholas A. Gouvis Q .OfESS/pH .
President p 5 A I/
NAG: RF: jf
attachment
11415253.FFL
q ,
c9 No. C 12360 m
C4 ti
Exp. 3/31/97
CIV0.
OF CAt F
G O U v IS ENG I NEER I "C; P_ S P_ 2
_ _..
GOU•VI5 ENGINEERING J•N•G-I11-A
Oat* C - lb • q'
Client aK 1a L. .
1. 44 POST. U.N.O.
2 SIMPSON N
3. HILT! HVA ANCHOR=44 bj —,
4. Ha PER SIMPSON REQUIREMENTS
RES. FT'G TO GARAGE
i1 NON—MONOLJTHIC POUR
NOTES:
ALL BOLTS TO CONCRETE SHAD. BE. NILTI
HVA. ANCHORS VATH HEA RAN ANI,
INSTALLED PER ICIBO #4016 AND MJ, IUFAC—
TURER'S RECOMMENDATIONS OR API,,1OVED
EQUAL.'
CONCRETE STRENGTH f c - 2000 ps;i MIN.
ADEQUATE SIZE WASHER REQUIRED WHEN
ANCHOR BOLT SIZE IS SMALLER THAN
HOLE IN HOLDOWN.
CONTRACTOR SHALL SPECIFY OVERALL
LENGTH CF ANCHOR.
WHEN INSTALLING HVA ANCHORS SPECIAL
INSPECTION IS REOUIRED.
MISSING
CAPACITY OF RX =
A
BARRYA.BERKUS
A.I.A.
August 16, 1993
Harlan Lee & Associates
310 Washington boulevard
Marina Del Rey, CA 90292
Attn: Randy
Dear Randy:
5-3 - 7X- t7 2
Per our phone conversation, I would like to clarify the location of the footing omission described in
the letter from Carl Schneider on August 12, 1993.
1. Due to the fact that the 3 -point bearing trusses have been redesigned as 2 -point
bearing trusses, the footing running the length of the house dividing the
LIVING/DINING areas
from the SLEEPING areas may be omitted. (not required)
If you have any further questions, please call.
Sincerely,
Barry A. Berkus, A.I.A.
Scott Branch
223 E. De La Guerra
Santa Barbara. CA 93101
805/963-8901
Fax: 805/966-6846
S ►i144r'!!r,
vBARRY A. BERKUS`•
* =
. LIC. #C7733
i
REN.
'mss -9%'•''••...._. ''.•QQ•e°
jW
It
' •a Outnta
- ..
4M.)
a; Lit UiTP . t)at/! it10' n
I
This 'Certificate issued pursuant to,the requirements of Section'306 of'the'Uniform.Bullding,, '
I I
► Co"de,certifying that at the time of issuance- this structure_ was in_ compliance with.the various.
ordinances of the City regulating 'building construction or use. For the `following:
53-725• Avenida
II
I BUILDING ADDRESS ,Martinez
.f = . j ti ,S •
TUse
j
"Single le Famil• Dwellin
! i Classification'— g ' g Bldg. Permit No.
;}
i
It
III
i I
1 f 'Group R3 TYPe; Consfrucfion ' VN,, ' ire Ione Use Zone SR
I
='La Quinta cove Home;" Inc. 310 Washington, :Ste. P214'
Owner of Building Address,
I
I
r •
Santa `Monica
Cit , CA 90292` _. -'
- Y .A Lonnie, Day',
Th
By;../
11
Build! ng. Official ' r
,F .. P09T IN A CON9pI000U9 PLAC£ ,
--
rM
Zvi
,4
F,yPF .1.x,9
I
(t of n uinta
uttbtn anttun
l
I
This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building'
II'
I Code certifying that at the time of issuance this structure was in compliance with the various
ordinances of the City regulating building construction or use. For the following:
P
BUILDING ADDRESS 53-725 Martinez
j
I(
Use Classification RFT) Bldg. Permit No. 11046
► 1 ;
Group R1 Type Construction VN Fre Zone Use Zone SH
I
i !
i
► La Quinta Cove 'Home, Inc 53-725 Martinez
Owner of Building Address
I II
I
.:
LQ CA . LONNIE DAY
City_
j l
B
Dote • 1 2 — 2 1 — gI
Building Official
POST IN A CONSPICUOUS PLACE
-