12-0109 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
IIIIIIIIIIIIIIIIIIIIIIIII 80
IE
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
Applicant:
1200:0:0- O:TO9>
554-0-4-5—AVENIDA ALVARADO
774-202-024-2 -000000-
WALL/FENCE
COVE RESIDENTIAL
208
Tuff tiePailiffai
Architect or Engineer:
app
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
RHONDA DONAHUE
54045 AVENIDA ALVARADO
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor:
Owner
Date: 2/06/12
UCENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: License No.:
Date: Contractor:
• OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031 .5 by
a(�y applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
( I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
I` the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burdn of provingthat he or she did not build or
improve for the purpose of sale.).
(_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 ) I am exempt under Sec. , B.&P.C. for this reason
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. Cl..
Lender's Name:
Lender's Address:
LQPERMIT
jfr
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations: .
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Policy Number
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,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Cotjq, I shall forthwith com ly with those provisions.
Carrier
e:
cant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDFrFD THOUSAND
DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
1.:
APPLICANT ACKNOWLEDGE FNT
IMPORTANT Application is herebymade totheDirector of Buildingand S fe y4'r -permit subject to. he
PP PY1d P I t
conditions and restrictions set forth on this application.,,...i--,c,...,4\
1. Each person upon whose behalf this applicatio .is mad oct' person at wton re uest ark, r�
whose benefit work is performed under or,p�uant toDagy p mit issu d,as,a result of thi3tap�hcation,
the owner, and the applicant, each agrees to, and shalydefend, inde minify and hol armless`tb,,City
of La Quinta, its officers, agents and employ@es fo any a o� ission relatedgo'the work being
performed under or following issuance' of this`permi � ft1
2. Any permit issued as a result of this application c es null and void f work is o commenced
within 180 days from date of issuance of such �r or cess tion ogwork fori80 days will subject
permit to cancellation. 'a``` 1�
I certify that I have read this application and state that the abov�``in`(( ation is cor ec�agree to comply with all
city an. county ordinances and state laws relating to building con'ttrlt ion, and hereby authorize representatives
of • s county to enter upon the above-mentioned property f inspeZkio urpos i. o
Date: 0-4.0—i O—Si Lure (Applicant or Agent):
Application Number 12-00000109
Permit WALL/FENCE PERMIT
Additional desc
Permit Fee . . 15.00 Plan Check Fee .00
Issue Date . . Valuation . . 208
Expiration Date 8/04/12
Qty Unit Charge Per Extension
BASE FEE 15.00
• Special Notes and Comments •
"' 13 L.F. 4' BLOCK WALL TO ACT AS
PROPANE ENCLOSURE, CITY STANDARD. 2010
CODES.
Other Fees
Fee summary
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
LQPERMIT
BLDG STDS ADMIN (5B1473) 1.00
Charged Paid Credited Due
15.00
.00
1.00
16.00
.00
.00
.00
.00
.00
.00
.00
.00
15.00
.00
1.00
16.00
ern.#
City Of LQ Quiiltd •
Building ez Safety Division • _ •
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 -:(760) 777-7012
Building Permit -Application and Tracking Sheet •
.
Permit #
O '
.
Project Address:
Owner's Name:. kMak Don
A P_ Number. .
Address: . 5‘'i O (- .S no, Phif • 410
Legal Description:•
City, ST, Zip: ` 53
Telephone: 7i 4v.Q -515 a p..7
Contractor.
Address:
J
ProjectojpDescription:
City, ST, Zip:
D f G Cfr j I airavf \A- n&
Telephone:
, • i. >` • 3.
State Lia # :
City Lic #;
Of ((• t vK.tI
Arck, Eng., Designer
. Address:
Pt + Y)C1,�
„-0
City, ST, Zip:
.
1
C
j, 1-04
11 .
Telephone:
Construction Type:. Occupancy:
.
#• .
State Lic. •
.;x, , . f
' � r -"'
Project type (circle one) • ew Add'n Alter Repair Demo
Name of Contact Person: P.w1�L�� •
•Sq. Ft:
1 #Stories: # Unity
Telephone # of Contact Person: 77 i 4 W 3 -.cc
Estimated Value of Project: •
•
. APPLICANT: DO NOT WRITE BELOW THIS UNE •
#
Submittal •
. Req'd
Reed .
TRACKING
PERMIT FEES.
Plan Sets
Plan Cheek submitted
Item
• Amount
Structural Cabs.Reviewed,
•
ready for corrections
PlanCheck Deposit. .
Truss Cala.
- Called Contact Person•
Plan Check Balance
.
Title 24 Cahn.
Plans pinked up
.
Construction • .
Flood plain pIan
Plans resubmitted
Mechanical
Grading plan
2"Review, ready for correctionsfcssue
Electrical
Snbeontactor List
Called Contact Person -
Plumbing
. Grant Deed
Plans picked up.
S.M.I. '
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'''' Review; ready for corrections/issue
Developer Impact Fee
Planning Approval.
Called Contact Person
A.LP.P.
Pub. Wks. Appr •
Date of permit Issue
School Fees • •.
Total Permit Fees
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE/(/By ie4iA1
5-2/o Li5
Op 0,30 4 /t/ 94(1
P.O. Box •1504
. LA QUINTA,.CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
(760) 777-7012
FAX (760) 777-7011
PROPERTY OWNER'S PACKAGE
Disclosures & Forms' for Owner -Builders Applying for Construction Permits'
IMPORTANTI NOTICE TO PROPER' OWNER
. Dear Property Owner: •
An. application for a building permit has been submitted in your name listing yourself as the builder of the property
impr mements•speci€ed at 5L • ' ., 0 A . r At. a • �,.,
We areprodvi.
ing you with an Owner -Builder i4clmowledgment and In€ottnation Verification. Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your name as the
Owner -Builder. We will not issue a building. permit until you -have read, initialed your. understanding of each'provision,
.signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice
unless you, the property owner, obtain the prior approval of the permitting authority.
S AC E A[ L� A � O • � � � � ^< r •... � N
D ;ECTIOI YS: Read and initial each statement below" tb signify you understand or vet* y this information.
1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder"
building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as
an Owner -Builder, may be held liable and subject to seriou&financial risk_fori ny injuries sustained_t an unlicensed person
and his or her employees while working on my property. 'My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance .coverage for injuries to workers
my property.
co
2. I understand building permits are not required to be signed by property owners unless they are responsible for the
ction and are not hiring a licensed Contractor to assume this responsibility.
3. I understand as an "Owner -Builder" I am the responsible party of record on the permit I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
o•'r
4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
is and contracts.
5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
of my construction is at least five hundred dollars($500), including labor and materials, I may be considered an "employer"
der state and federal law.
6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal
government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment
compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial
7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed
subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed
under contract with a licensed general building Contractor.
8. I understand as. an Owner -Builder if I sell the property for which this permit is ,issued, I may be held liable for any
financial or personal: i'nj.aries sustained by any subsequent owners) that result from any latent construction defects in, the
• w rlananship or materials:.
9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue •
Service, the United States Sniall Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CLB) at 1-
-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors.
10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
party legally and financially responsi le for proposed construction activity at the following address:
A-1 Jaya
11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
applicable laws and requirements that govern Owner -Builders as well as employers.
12. I agree to notify the issuer of this form immediately of any additions; deletions, or changes to any of the information I
ave provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with
someone who does not have a license, the Contractors' State License Board may be unable to asst t you with any financial loss
you may sustain as a result of a complaint Your only remedy against unlicensed Contractors may be in'civil court- It is also
important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working
on your property; you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors,
you will be responsible for verifying whether or not those Contractors are properly licensed and the Status of their workers'
compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issaing.tke.permit. Note: A copy, of lire property owner's di ver'sla etesei form netar n: or
other verification acceptable to the agency is required to be presented when the permit is issued to verify the property
owner's signature. •
Signature of property owner
Date: �9 —
Note: The following Authorization Form is required to be completed by the property owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUTRORIZATION OF A ENT TO ACT ON PROPERTY OWN R'S BE ; F
Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize
the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work): 3V re34( b J ,V3
Project Location or Address: Sy 0(6 AktQ 1)1,6U 4-larct I,.QC�I11 ni,iA-g2,-Z
Name of Authorized Agent:
Tel No
Address of Authorized Agent:
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification
acceptable to the agency is requited to be presented when the permit is issued to verify the property owner's signature..
Property Owner's Signature:
Date: Q- —to
SECTION A
SECTION B
2
ccW
SECTION C
111.111.0,4.
1111111E11111 01
COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION
PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
7'754 _- ' - '
Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list.
A non-refundable filing fee of $37 is required when the application is submitted. Check must be made payable to the County of Riverside.
Building Department Application Log #
Name (Owner, Agent, Contractor, Etc.)
57 se- 42-- Cc iv Sr Co .
Mailing Address
732. (.v/LC /A -v. S Re:, /4 0
City
Roa S,20./A., C., s
State
Ci4.
Zip Code
9zz6.2.
Telephone
3ZZ-fc,zv
'Job Property Address.
4'14 - . ' ( , =.- .'l
- •City or Community
GA C u / /V 7" A
'Legal Description of Property. (Lot, PM, TR)
La,- "1Z , et..oc.. k z C4. t/Al 'r- 70
'Assessor's Parcel No. ,oqQC6G e
774 -2O_4Z�- CVZ ` Z
Water Agency or -Well
G`OAG /Y�LC.A
!......",f4 f t.t w / j
Ste-
Use of Permit Planning Case #
Lot Size ,
S 6
, c
SFD, MH Site Preparation Etc
/ / p
.+----C�.� / /� / C 7
(< Tom', //
Signature Applicant Date ,///6./e
b''L ✓✓ iJ
'The above information must be verified from Building Application
STAFF USE — DO NOT WRITE BELOW THIS LINE
Initial Date
Certification of Existing S.D. System required. ❑ Yes O No e/ ' ff.f/ L/ r r
WQCB Clearance required. ❑ Yes ,E'No
Soils feasibility report required. • Yes 0 -No - / I
Detailed boring report required. ❑ Yes 0 No"
Detailed contour plot plans required. ❑ Yes ❑ No /
Staff Specialist approval required. ❑ Yes L'No Lot Inspection Date
Soils/boring report by/r Project # Date
Soils Map Page • f' / % Soil Type r( Approved by - t Date c
/'
Type of System: l
❑ Existing B New ❑ Additional ❑ Replacement
No. of Bedrooms
3 f'Y' .• -
(1) Septic Tank
/f1V Gals.
Soil Rate Required
4 ..'•`,/// ' "*"' ,e
(2)Leach line sq. ft.
(Bottom trench area)
Sidewall allowance
ft rock/ Sq. Ft.
Instal Line(s) Ft. Long,
Leach bed Sq.
Ft. of bottom_
area
rt`''wde.wjth` inches
per running ft. O'N/A
rock below drain lines
Leach lines/bed-special design or slope:
ApplicablegggrI
(3) Pit Diameter
No. Pits
Pit BI ,
0
Seepage Pit total dep h '''"/ 5
Max. allowable depth 4 c
N/A v Overburden factor
/ _
/
This application is approved eYile'd for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements
set forth in Section B a ove. A building permit is necessary for the installation of the above -designed system.
Septic tank and sewer lines must be.50' from any wells 'I, /-4 F. /•- •e .4 ('u+.-- ,. ' 2.-1i-, ,' '�
(2) Leach lines must be 100' min. from any wells including expansion area ;17% -' - • -. G- ,,,.4--- 4. "-.
3) Seepage pits must be 150' min. from any wells including expansion area , - ' ; . :,. ,e,. , ..(• • ,//-,. -•
Signature of Health Official • f 4 •(• e �p � p �t,,Loi (/ 2 D ` 7
RECEIPT NO
Issued by A -
Date
District: ❑ Riverside O'Indio ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe
Distribution: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File
DOH -SAN -122 (Rev. 6/86)
IIIIIIIIVIIIIIIIIIII1111 02
IE
MADLIN'S ENTERPRISES
ENERGY BUDGET & MANAGEMENT CONSULTANTS
P. 0. BOX 1443 - PALM SPRINGS. CA 92263
(619) 324-1731
PROJECT: SINGLE FAMILY RES. PLAN A
PREPARED FOR: BAY SANDS CONSTRUCTION CO.
JOB NUMBER: 10685
DATE : 06/30/86
THE •FOLLOWING INSULATIONS, FEATURES AND DEVICES WERE
INCLUDED IN THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS
TO DEMONSTRATE COMPLIANCE WITH THE STANDARDS.
WALL INSULATION - FRAME
ROOF / CEILING INSULATION
RAISED FLOOR OVER UNCOND. SPACE
SLAB INSULATION
GLAZING U VALUE
.GLAZING SHADE COEFFICIENT
GLAZING TREATMENT - SUNSCREENS
GLAZING TREATMENT - OVERHANGS
SKYLIGHTS
VENTED ATTIC (100% OF AREA)
CONTINUOUS INFILTRATION BARRIER
VAPOR BARRIER
ELECTRICAL PLATE GASKETS
HVAC EQUIPMENT EFFICIENCY
AIR TO AIR HEAT EXCHANGER
THERMOSTAT
THERMAL MASS
DOMESTIC HOT WATER
ADDITIONAL NOTES
R=11 BATTS WITH 1"
POWERWALL BOARD
R=38
NA
NONE REO.
65 DUAL PANE
1.0 CLEAR*
NOT REOUIRED
AS SHOWN ON PLAN
NONE
REQUIRED
NOT REQUIRED
NOT REOUIRED
REQUIRED
8.7 seer COOLING
(HEAT PUMP)
NOT REQUIRED
SETBACK REQUIRED
REQUIRED - SEE
SCHEDULE
HEAT PUMP
* CREDIT TAKEN FOR INTERIOR DRAPES - NOT REQUIRED TO BE
INSTALLED PRIOR TO FINAL INSPECTION.
* GLAZING CONSIDERED TO BE CLEAR IN CALCULATIONS. OWNER MAY
INSTALL. AT HIS OPTION. BRONZE OR GREY TINTED GLAZING WITHOUT
ADDITIONAL CALCULATIONS.
BUILDING DESIGN AND EQUIPMENT SUMMARY
BAY SANDS CONSTRUCTION -
PLAN. A - ENTRY TO EAST -
SINGLE FAMILY RESIDENCE
HEAT PUMP WATER HEATER -
CLIMATE ZONE 15
JOB NO. 10685
LA 0UINTA
- SINGLE STORY
REVISED CALCS
Building Type: . Single Family
Documentation Author (Serial # DEMO):
MADLIN`S ENTERPRISES
P.0• BOX 1443 - PALM SPRINGS, CA 92263
619-324-1731
Compliance Method: POINT. SYSTEM
Page 1 of 3
FORM 2
(plan check/permit #)
(checked by)
(date)
(
. Enforcement Agency Use
Date:.JUNE 30 1986
BUILDING ENVELOPE DESIGN'
Insulation R -Value Area
SLAB PERIMETER Type 1: R- 0.0, 16", 221 ft 1397.0 sqft
Type 2:
RAISED FLOOR
Total Conditioned Floor Area: 1397 sqft
CEILING
Type 1:
Type 2:
0ver 0pen:
Type 1: R- 38.0
Type 2:
Attic:
WALL Type 1: R— 16.5 (assembly)
Type 2:
Glazing
WEST
NORTH
EAST
SOUTH „
`
SKYLIGHT
Type 1:
Type 1:
Type 2:
Type 1:
Type 2:
Type 1:
Type 2:
Type 1:
Type 2:
U -Value
0.65
0.65
0.65
0.65
4.2
7.3
2.3
1.3
1397.0 sqft
100 %
1591.0 sqft
Area
58.0 sqft
102.0 sqft
32.0 sqft
18.0 sqft
POINTS
+4
+0
-2
-6
+2
+2
+0
BUILDING DESIGN AND EQUIPMENT SUMMARY
Page 2 of 3 FORM 2
BAY SANDS CONSTRUCTION - JOB NO. 10685
PLAN A - ENTRY TO EAST - LA QUINTA Climate Zone 15
Shading S.C. % POINTS
WEST Type 1: 0.66 4.2 -8
Type
NORTH Type 1: 0.66 7.3 +0
Type
EAST Type 1: 0.66 2.3 -3
Type
SOUTH Type 1: 0.71 1.3
Type
SKYLIGHT Type 1:
Type 2:
SOUTH OVERHANG: 2.00 ft South Glazing = 1.3
MOVABLE I NSULAT I ON : None .
INFIL. CONTROL: MEDIUM: Standard Infiltration Control Features
with Outlet Plate Gaskets
THERMAL MASS: -See Thermal Mass Calculation Worksheet -
Type
Interior
Material Area
.Conc 140 164 sqft
+0
+0
+0
+6
• BUILDING DESIGN AND EQUIPMENT SUMMARY
BAY SANDS CONSTRUCTION - JOB NO.10685
PLAN A - ENTRY TO EAST - LA• QUINTA
Page3of3 FORM 2.
Climate Zone 15
HEATING, VENTILATING & AIR CONDITIONING SYSTEM
.Space Heating and Cboling
HEAT PUMP Floor Area= 1397 sqft
Brand & Model No:
Heating Output (Btu/hr): EER =• 8.7
Cooling Output (Btu/hr):
Domestic Hot Water System: HEAT PUMP
Brand & Model No:
Tank Size (gallons):
POINTS
+7
+0
TOTAL POINT SCORE -3
POINT COMPLIANCE GOAL (see calculation worksheet) -4
===
:ItONI-G. PALMER •
4COnsulting Engineer. 585 Iowa Avenue, Riverside, Calif, 92507
%CALCULATIONS
J.N.
SHEET 1OF 1
•
0
c==g•.'"•1?
• : Cz4:48,3
t==
U., •
0
7
—J
\/
X
C4
II I
- 4 . ,
rn
4
4
4--
C
to
rn
m MI III ER III 41 I/ ill NI
• -
WEBS 2X4 *3 HF, FL, OR 80.P --UNLESS
OTHERWISE SHOWN.
0 0 0 0/� 0 0 0 0
0 0 0 01=3 0 0 o
o0 0 0 0 0
3X4
24' 7"
o o =STANDARD= o 0
o 0 0/
do0JOINTS. ��ALPIp)c=e
0 0AND
E=o
o 0 0
.
SEE.DRWG* A138 FOR PLATE LOCATION
ORIENTATION ON TYPICALo
LOCATE TOP CHORD INTER -PANEL SPLICE
WITHIN 6" OF PANEL 1/4 -POINT.
cm
ca
n
o TRUSS A A
.
ALPINE ENGINEERED PROOUCTSIINC.
.O. BOX 2225
AMINO PBEACH FLORIOR 33061
:t.....221221221.........1
DESIGN CRITERIA UBC
TC LIVE LOAD .. 16.0 PSF
TC
•• BC DEAD D LOAD .. 5.8 PSF
TOTAL .. 35.8 PSF
DUE. FACTOR 1.25
SPACING 24.0" OC
R80U T
1.
5x4
24' 7"
4X4
24' 7"
F
1.5X3
1
24' 7"
0
12
FIR
OVERALL SPANS
4.00
LARCH
2X4 TC
2X4 BC
2488F-2.85
2258F -1.9E
21$8F-1.SE
1958F -1.7E
1YIIF-1.6E
16581-1.5E
14581-1.35
24' 7"
24' 7"
24' 7"
24' 7"
24' 7"
24' 7"
24' 7"
24' 7"
24' 7
24' 7'
24' 7"
•
24' 7"
23' 8"
21' 9"
M
S
R
_
.1.
4 Ea. TC PANELS
2 Ea. BC PANELS
MEASURED FROM
3X6
24° 7"
INSIDE SCARFS
2X5
2X4
21' 7"
28'18"
88
r1 MC -15
41
*2 'MC -15
*2
24' 7" "
24' 7"
24' 7"
24' 7"
24' 7"
24' 7"
24' 7"
24' 3"
22' 9"
21' 11"
1
8
MIN BRG
SPAN
3.58"
24' 7"
5X6
24' 7"
LOADING
35.0/1.25
SPACING-
24.0"
• • - BOTTOM CHORD
CHECKED FOR
"-'211' 7" MAX
PLRTE TYPE --ALPINE
LIVES LOAD
2X4/2X4
'y2UBS au
PITCH
4.0/12
IMPORTANT*■ ( SS I(SEt:C10CGFIEIIE10 OUOYEOU1 ER 1110
IRI/GSEG U0111 IN LYW ORItINCE VITA -*Wily
NARNING ENE�CTION�NDB OROCINt1 CMEEN Ilritil.! 6!
YnUI 1NIISSEGj COMI11NInRY AM1 Rf.COf11EN111T10N6-
a .ollulo t
< ''t.,
COMM IU ull.' by 'WI
IIIIIIE UIIYI. OE Ifo UIVUIIWTIES IN 11115 RESIGN EMPRESS OR InPl IFO.
n.PINE.C1INNECTI�IIS 1nE MNJ1fI1t:11phn FOOn 20 RESIGN,
GRY.V11NuUU SIM
IWESS OIIIERNISE :JIOUN ICL TING REIIIIRETIENIS DF RSIs fl''G GIINY R.
In01LIN:
.1P11. SEE 11115 OESICN FOR II1111l1111NU. SPECIAL OWNING
OEOUIREItNIS. UNLESS 011[1WISE RE 011, 1UP COYllro'MIL
LIE 01111111111 OInMO 131111 PROPERLY M1111CIlE0 PLYV010
.t
.?
3 + "'
• If& 1367)
SPANS TO 24' 7"
EMI L111iNFC1ORS TO U0111 FtCE6 nT EnU:11 JD1N1 IVO LOCOIE RS 61111313.
WIRING 1110116 IRE V' Minn t..tt•SS oT11fRNIGE VWIIN. 01616N
S111NNIW19 CONFORM 111111 IRY'I IDIRIL' PROVISIONS IW INO
611EH1111I0:, 81)11011 CJLHD 1111.1 RIGID CEILIM OR WALING
RT fn1XITIJf LW 10 FITT 0. E. DO NOT USE 11116 DESIGN
U1111 FINE RF11W11W1 IRERIFD llflofR.
;} w
Jf F V
COPYRIGHT 1981 T 46/8442
-
•1O3-77 •1PI-78
•-•1Pl - 1RUSS PUNIN51I1111E, ROS - NRT101IRL DESIGN
SPECIEICRTION FOR 8000 COSMIC, 10N
RJ<tr
1/12/81 A450,122
OOTT0TDII CIpR08 f T 9E REITFORCEO YITN 6llnq
10 PROVIDE RUOITIWU*. Loft COPRCITT RS
SIIOVN IN TABLE RT RIGHT. saes MK BE
OF SRPIE BILE AND GRME RS BOTT011 CHORD'
AND SHILL BE ATTACHED IN TIE SHOHm TO •
GIRDER WINO TIE NULTIPLE'BEJBER N .
• RTTRCt0ENr SCHEDULE BELOV TIME. SPAN mall
IF UPLICE 18 REUUIREU IN mu. IT. 18
PH FEIIIIILE *TO LOCATE SPLICE 4' OR: BORE
FROM DDTTOA CHORD SPLICE. CONNECTOR
PLAT® ARE REOUIREO;ON BOTH FACES OF
SCAB RT SPLICE AND SHILL BE R 7X8"
RETIRING RNO
BLOCK REOUIRERENTR
'N 2X4
P2X0
R 2X'1 • ONE BLOCK
T 2KB
V 2X9 • IVO BLOCKS•
V 2118 I ONE BLOCK
X 2X0 • ONE BLOCK •
V 210 • TV0 BLOCKS: :
Z 216 • TKO BLOCIWI. •
LETTERS AFTER TRUSS SPAN DEFINE :
BERRINB ONO BLOCK REOUIREIIDITS
GIRDER
LENGTH
l5' 0'
1B' 0-
l0' 0'
18' a-
20' 0'
21°' 0"
22' 0"
23'11"
24'" 0'
25'. 0'
28.' 0"
27' 0"
28' 0".
SEE CARVING 8117 FOR BLOCK M1iLIID
RMI ODER GIRDER onTA.
itA000T
I 6x10
5x6 W/SPL
29' 30' 0'
31' 0"
32' 0'
33' 0'
34' 0'
SINGLE
1 -SCAB
2-SCRD
DOUBLE TRIPLE
-CCAS 12 SCAB
1-8CR8
2 -SCAB.
28'24' 4"P
22' 4"P
10' 3'
18'.7'P
15' 0'P
13' 5'P
12' 1"P
10.10"P
8' 7'N
0' 0'N
7' S. 7'N
5' 811
4'10'N
4_l.N
27' 5'P
24'lO'P
22' 7'P
10' 3'PP
lB' 7'P
15' 0'P
13' 5'P
12' 1'P
10.10"P
9' 7'N
8' 011
7' 8'N
8' 71
5' 81
9'10'4
4_ 1_N
DOLT
AND
NAIL
GCFEO.
1C/OC
1NU68ti
271 5"p
24110"P
221' 7'P
l°r 3"P
a
18t 7'P
151 0'P
131 5"P
12r 1'P
101.1013
01''7"4
0!' 0'N
It'
1' 8
7"
5f 8"N
4110'N
41:111
40"0'P
40''0"P
40"0"PP
40'.0'P
37'5'P
34' 8'P
32''5"P
30"5'P
28"5'P
2B'10'P
25"1'P
221111
20' 0'P
18'10"P
17"01
15"41
13' 81
12' 2'N
1010"11
9' 81
40' 0'P
40' 0'P
90' 0'P
40' 0'P
40' 0'P
40'. 0'P
38' 2'P
35' 3'P
32' 5'P
28' 8'P
27' 3'P
25' 1'P
22'11"P
20'10'P
18'10'P
17' 0'N
15' '41
13'.8'N
12' 2"N
10'10'N
8' 11'N
40'11"P
40' 0'P
40'!0"P
40" 0'P
40. 0'P
40''0"P
3812"P
35' •3"P
32' '5"P
28'1"P
27' 3'P
25' :t -P
22' 1'P
20'10'P
10'10"P
17" '0'N
15"!4"N
13" '8'11
12': 21
10"l0'N
8" e'N
40'' 0'N
40' 01
40' 0'NN
40' 01
40' 0'N
40'• 0'N
40' 0"P
40' 0'P
40' 0"P
40' 0'P
40' 0"P
30' B'2
35'10"P
32' 8'P
30' 0'P
27' 2"P
24' 0'N
22' 3"N
20' 0"N
MUST O b PPORTEII ON FRCS OPPOSITE SCABS
/C
2x8 OxA/spl • 8x8
10x10 S20 -7x9 1.0x10/spl
14/81I. alt: sp1: '
4 EQ. TC'PNLS AND 4 EQ. BC"PNLB•
�"�--MEASURED FROM INSIDE SCARFS
GIRDER LENGTH
1.3011.11131611.s101.131* RJI ES®1 IIIE�: SPECIFIC11110N5 Fo ISSZ11 ll
■ Ir I MPORTIINTI E.: ALPINE ca11Lc1OIls DIE Fou01E0 twu nE
DOMES UIIILT IN CUNF01111I1•ICF P1T11 'IXIOLIIY CIXIIRM. rum- NY 41P1,
MERE 51111.1. MIC NO V11100 NIIE9 OF 11119 OESICN, EXPRESS al IM1'LIEO.
ALPINE CONNECIa1S ME $HII(RCTUREo 1110M1 20 GAME GIILVIWIZEU 91EE1.
UNLESS OIIIERVISE SIXINN, MEETING REUUIRI'1ENTS OF (1S1T1 AMU CRIME B.
A'PI.Y CONNECIORS TO 00111 FIFES 111 EACH JOINT ANI LOCUM Rs 6111VN.
UERRING VIOlI6 RUE 4' NX11Nt MUSS DIIERVIGE 61ONN. 0C61GN
S111)L11IOOS MEMO V1T11 RI'ILIC1101!E PROVISIONS OF .M9.77 nun •1P1-70
R/8
!WHRNING
40' 0N'N
40' 01
40' 0"N
40' 0"N
40' 01
40'01
40' 0'P
40' 0"P
40' 0' 0'P
4U' 0"P
tin
35'10'P
32' 8'P
30' 01
27' 21'
24' 8'N
22' 3'N
20' 011
0' 0'N
D' 0'N
40' 0-N
40' 01
40' 0"N
40' 01
40' 01
40go' 0'P ALPINE .ENGINEERED PROOUCTBF INC.
P.O. BOX 2225
'POMPANO BERCH•FLORIOR 33081
:l► 305-701-3333
NOV 22t 2
40' 0'P
40' 0'P
40' 0"P
40' 07
30' 10'
35'10'P
32' 8"P
30' 0"P
27' 2'P
24' 8'N
22' 3'N
20' 0"N
DESIGN CRITERIA
84 TCI LIVE LOAD -
TC'DEAD LOAD •
BC DEAD LOAD •
• TOTAL •
' DUR. FACTOR
UBC
16.8 PBP
14.8 PEW
5.8 PIM
35.8 PRP
1.25
88• LIVE LD RED: USED (USC
A/C
R/OG
JIE 160 NAILS II N STAGGERED PATTERN)
R6 EACH LAYER 16 APPLIED.
CLINCH ALL NAILS IN 2 MEIIDER GIRDERS..
R --NAILS" TC B IN DC:: VE06 '16 IN DC
O--NIIlL6fi1 BC AND/OR SCAB ' 9 IN DC
C--Nt1ILGR: DC 3.0 IN DC: GCROS 4 IN DC
0--NRILGI: DC 3.0 IN OC: SCABS. g IN DC
E--NR1L6+: BC 2.5 IN DC: SCABS 5 IN DC
'F -ONE .5' TItRU 80LT not OE SUBSTITUTED
FUR EVERY 2 NR1L6. ANIL NAIL SPRCING-
ID" MAX). 2.0" AIN. BOTTOM EDGE DIST.
G--1100 '.5' TIYIU DOLTS RT EACH BC PNL PT
RAO EAC)) SIDE OF DC SPLICES. NOT REO.
FUR UC IF SCHEDULE 'F' 16 USED.
O Isoustatlf
1RUSSES REQUIRE EXTREME CORE IN I111ULINGL
ENECIION OM mum. GCE -UVT-7G
1U111FIN: 111X111 TRUSSES: LIXIIENIIIRT RNI NCCIXIIFNIIA11ONS-
.1P11. SLE 11119 DESIGN FOR n1U111UNU_ SPECIAL URIICING
IREIRMI11MENTS. UNLESS OTIERYI9E RE011, 1UP CHORD SWILL
UE MEWL, BNRCEO 1111H'AMPERE) N11IQIED PLIN000
•611EA111INU, 801100 CIORO 111111 RIGID CEILING OR BRACING
IRT AUTIIOR OF IO FEET 0. C. 00118 USE 11116 DESIGN
111111 FIRE 11E11110RNI TIICRIOT LUMUIER. .
TPI - TRIES PLATE INSTIIUTE,I NDS.- MTI(WRL DESIGN SPECIFICATION FOR 2000 CONSTRICTION
aionmrCot T o. ,,V nr 'NITS nEsT(:N Tr, rUr(TT(1N enNTAI1C'IYIU
FIR -LARCH
.TOP CHORD 2X 4 *1
BOT CHORD '2X 8 *1
WEBB 2X 4 42
LOADING
'35.0/1.25
2)('E/2X0
11111(T5 PR
PITCH
1.0/12
9
COPYRIGHT 1981
4/20/81
DRAW. A498,134
A-MI6-('nMN-
15/1.75-16•1.1. 5- --
I�1111■111 111-1 17a37■ ■ a ■ e ■�■
RETit
5X5
5X4
4X4
3X6
3X5 .
3X4
36' 7"
34' 8"
30' 8"
36' 7"
34' 1"
30' 8"
rsxs5
4
X4
36' 7"
34' 0"
1.5X4
1.5X3
1X3
36' 7"
34' 8"
36' 0"
_....a -r u S S C2_,
WEBS2X4 13 IIF, FL, OR SO.P--UNLESS
OTHERWISE SHOWN.
4.00
3X4
2.5X4
36'
29'
7"
9"
17:4g3
5X6
36'
7"
5X5
34'
0"
5X4
30'
0"
3X6
3X5
3X4
36' 7"
34' 0"
30' 8"
2X8
2X7
2X6
2X5
36' 7"
34' S"
29' 7"
24' 9"
3G' 7" MAX- ---0-
SEE DRWGR A138 FOR PLATE LOCATION
AND ORIENTATION ON TYPICAL
JOINTS..
LOCATE TOP CHORD INTER -PANEL -SPLICE
WITHIN 6" OF PANEL 1/4 -POINT.
4 EA. TC PANELS
3 EQ. BC PANELS
MEASURED FROM
INSIDE SCARFS
MIN BRG
3.50"
wj
SPAN
36' 7"
• BOTTOM CHORD
CHECKED FOR
10 PSP
LIVE LOAD
PLRTE TYPE --REPINE
.__-, IIF E__,..C„ ICRII S m. Tyf1C5 MOIRE Ex1RE1E CARE 1N Il1N LII1C
ALPINE TCF'.E CIORS ICFI110F5 FOR FOLLOWED
ORD EARNING ERECTION RIO BRACING. SEE vOLINGL
**IMPORTANTEE f>t.PINE WHIM(
n1E NS OL RNR TIN:
1RNLGL•6 GUILT IN CONFORMANCE VITA 7l1HIM ( Cotton*. wan: UY &IPI. MINCING Vo00 iRUGSEG: COwt1EN1RRY AND RECOMMEFOATIONS-
TIIERE SHALL HE NO VIIRIUINTIES OF HITS ASSIGN, EXPRESS OR IMPI IED. .1P11. SEE 1111S DESIGN FON RO01110NRL SPECIAL BRACING
ALPINE CONNECTORS ARE $UVIIFIICIIXIEU FROn 20 DUCE GALVANIZED STEEL REUUIREIENIS. UNLESS 011EAVISE RE011. TOP CHORD SHALL
UNLESS OTHERWISE SIEVE MEETING REOIIIREMENIS OF awn A446 GRADE A. BE iAUERRLLY BRACED RIM PROPERLY WALNUT PLY11000
IMPLY CONNECTORS TO UOIN FACES Al EACH .M)INI RAD IITE AS SIENA. SUMMING. 80(1011 cum um, RIGID CHEM OR BRACING
HERRING 1110116 ARE 4' NUMMI. PRIM OIIIEIINICE MARC"1OT51GN AT MN1111N1 OF 10 FEET 0. C. OD NOT USE MI6 DESIGN
61RMYUU1S CONFOIIM VIM RPPLIC1161E PROVISION) OF .iI9-11 AND 4.1P1 -7O VIM FINE REIRNIANI INERIEO lUMOER.
.__TPI TRUSS PLR1E INSTITUTE, FOS - NATIONIU DE516N SPECIFICATION C_N51RUCTION
0 0 0/� 0 0 0
0 p 0 Ca O GI
o cSTRNDARDo
0 0/
iFILP I ki
1RUSS
ALPINE ENGINEERED U BOX 2225�TSMINC.
POt1PRN0 BEACHMFLORIOR 33081
FL • 305-761-3333
DESIGN CRITERIA UBC
TC LIVE LOAD • 16.0 pSF
TC DEAD LOAD •
w♦ BC DEAD LOAD • 5.0 PBF
TOTAL 35.8 PST
BUR. FACTOR 1.25" OC
SPACING
FIR
LARCH
24881-2.0Z
2258F -1.9E
2180E -1.8E
19501-1.7E
18001-1.6E
16581-1.5E
1458F -1.3E
12
OVERALL SPANS
2X4 TCI 2X4 BC
36'
36'
36'
36'
35'
33'
31'
36' 8
7"
7"
7"
1"
0"
10"
11"
35'
34'
33'
31'
5"
5"
1'
4"
LOADING
35.0/1.25
2X4/2X4
43WTS TI
36'
36'
36'
36'
7-
7"
7"
7"
35' 0"
33' 0"
30' 0"
36' 7"
35'
33'
31'
30'
8'
11"
8"
5"
I3
R
SPACING
24.0"
V
PITCH
4"0/12
SPANS TO
COPYRIGHT 1981
I
/12/81
w_.:[_r•nvm- IC/1 75-16414• 5- 24
36' .7-
4000443
A450,123
TR- III II 111-11F1111 1111[11111111 ii Aririr1111
•
•
•
BUTTON GIURDO Ixll BE 0E11 011E 0 VIM GCROB
SINGLE
DOUBLE
•TRIPLE
5p A. o. o. o 0
NOV-2 `Z �""2 '
Ep PRort
TO PRUVIOE AUOITIUNAL .LOIIU CIWIICITT RS • •
GIRDER
LENGTH
1-GC118
2-8CI10
l-6CA0
t2-1ICP0
•1-GCH8
2-81310
GINE-`gyp)
?'r,;�
9MlYN IN TABLE Al RICHT. GCR88 fM18i BE
OF SR1E BILE RNU GRROE 118 BOTTOM :CHORD •
mu BOLL BE ATTACHES IN THE 8110N TO I,
ctlmEl( 118tNo THE RILTtPIE RIl.
RTTRORENT SCIEOILE OE Loe TILE BMW mem!
IF SPLICE IO I1EUUIRE0 IN GCHQ, IT' I0
PRITERIELE 10 LOCR1E SPLICE 4' ORI IMRE .1
FRI)ft BUTTON CIgRO SPLICE. CONNECTOR •
PLATES RRE REOUINEO.ON 00TH FACES W
SOB RT SPLICE RND 8I181L BE R 718:
14' 0'
IS' 0-
18' 0"
17' 0' •
10' 0-
18' 0'
20' 0'
21. 0'
22' a-
28' 1?
23' l0'P
21 l0"P
20' 2?
1D' 0"P
17' 3'P
I8' 01'
14'11'P
14' a -p
20' 1`P
23' 107
21'10?
20' 27
10' 0'P
17' 3`P
16' 07
14'11'P
l4' o7
28f 1?
23110'P
21110'p
201 27
101 0?
171 3?
101 0?
14111"P
sir 0'p
40' '0`P
40' '0?
40'O`P
90' '0'P
40"0`P
40' 0'P
37' 4l'P
35' 8`P
33' '8`P
40' 0`P
40' 07
40 0`P
40' 0?
110' 0-P
40' 0'P
3711?
35 8'P
33' a -P
40' 0?
40' '0'P
40' CV
40' '0?
40' 0'P
40'• •07
3711?
35 0?
33' '•a -P
40' 0-N
40 011
40'0'N
40' 0'N
40' 011
40' 0'N
40' 0'N
40 0`P
4D' irp
40' 0`N
40' 0'N
40' 0'N
40' 0'N
40' ON
40' 0'N
40' 011
40' 0`P
40' 0-p
40, 0-N
40 011
40' 0'N
40' 011
40' 0'N
40' 0'N
40' 011
40 ?
4o' 0`p
•
.
•
,
»
.
�'% �
e `O,_i oN�
, 'k4 a 182 1'
T2 URl11YRAY': •
117011 1 -
\fi'i 4 -.L 41 Z
��1�lVA. U•`'P 4/(� NY
R. M4
:ALPINE ENGINEERED PRODUCTS. INC.
P.D. BOX 2225
POMPANO BEACH FLORIDA 33081
^A' 305-701-3333
REARI1. ) @I -cc
REDu1RETtET(1ew
23'.. 0
13'17
13' 17
131 1L P
'31.' 11 P
31:11"P
31 1l'?
40 0`P
40 ' 0 P
40 0'P
N 2X4
P 240
R 2x4 • ONE BLOCK •
T 2x8
V 2x9 • 10 BLOCKS •
Y 218 • ONE BLOCK 1
x 210 • ORE BLOCK •
Y 2X5 • TVU BLOCKS; -.
Z 218 • TWO 81.11C1181•
24" 0'
25' 0'
20' 0'
27'• 0"
28' 0'
12' 07
11' 11'
10' vr
0' 7'P
8'10?
12'. 0`P
11' 1?
10' 4'P
0' 7?
0'10?
121'0?
111 l7
lOf 4'P
01 1`P
6110`P
20' •8'P
27'10'P
28' 'p'P
24' 0'P
23' 57
20' 0'P
27'10`11
28' 27
24' 8'P
23' 51'
28'11"P
27'10-P
20' 2?
24' 8`P
23' 51'
4D' 0`P
9W 0?
40' ve
40' O P
90' 0?
40' 0`P
40' 0?
40� 0'P
40 0"P
40' 0?
40' 0?
40' VP
40' OP
40' 11-11
40' 0?
DESIGN CRITERIA UBC
00 TC .LIVE LOAD • 16.8 Pett
. TC DEAD LOAD • 14.8 PSP
DEAD LOAD • 5.8 P8?
OTAL • 35.1 PEP
• DOR, FACTOR 1.25
09• LIVE LD REDt USED (USC )
LETTERS AFTER TRASH SPAN
BEARING RID BLOCK•REOUIREfENTS
DEFINEBC
28' 0'
30' 0711'
e' 2`P
7'
8' 2?
7' 711
Bf 2?
71 7'N
22'
20"8?
22 0?
20'07
22''0?
20 11`P
3W 4?
30 0?
T•
38' 4?
36 e`P
30 4'P
38'8`P
BEE OIFIf11ND Rt 17 FOR BLOCK f011L11IG
RTI) OTTER GIRDER OMR. -
31' V
7' 011
7' 0'N
7" 0`N
19' '87
18' 81'
18' 8?
34' 71)
32'I1"P
34' 7?
32'11?
34' 7?
32'11?
it ABOUT
32' V
33' 0'
34' 0'
0' 5'N
S'll"N
5' 5'N
6' 511
5'11`N
5' 5'N
8' 51
5'11`N
51:511
10' 51'
17' •3`P
16"3`P
10' 5'P
17' 3`P
16' 3'P
10' 51'
17' 3'P
18'' 3`P
31' 2`P
29' 57
31' 2'P
29' 5`P
31' 27
29' 51'
_ FIR -LARCH
!OP CHORD • 2X 4• 01
HO! CHORD • 2X 8 #1
. WEBS 2X 4 #2
so ww
,, `•...••.'••
r�inum ii...%
NTa1fIMt
s
'•w:w�«•�°�
7x8
DOLT
nNo
TRUSSES
MGT
BE
I •
lit
SUPPORTED
\
ON FACE OPPOSITE
III ;
SCABS
III,
Illi
.
• 5x0/spl. •
Nnii
`II'ii I
SI
IiI
`iiiil
6CHEO.
3x8
/C
R/O
A/C 11/0G
A/C
11/DG A/EG
✓/
IC/UC
/U
•
2x4 'RS
•
ISE all NII&G II
EACH LAYER
STAGGERED
16 APPLIED.
PATTERN)
`•.
12
XCLINCH RLL NAILS IN 2 IIEHBER
4.00 A --NAILS.: TC 8 IN DC::
2-3x7 8 --NAILS.: BC RND/OR
GIRDERS: •
PEES 18 IN OC
SCAR 4 IN DC
,
C --NAILS.: DC 3.0 IN OC:
SCADS 5 IN DC
1
I
ti
1
1 ' ' '
0 --NAILS.: BC 3.0 IN DC:
(CROS 4 IN DC
L
2x13 (Ix E3/sE)1
. I . • ,
13x8 S20 -7x9 'Axe
E--NAIL6.: BC 2.5 IN OC:
sum IN OC
SUBSTITUTES
10x10/ S20 -7x9 10x10/ Alt.spl.
6F -ONE .5' THRU BOLT I1RY-BE
FOR EVERY 2 NAILS. IDOL
NAIL SPACING-
' LOADING
.
•BC .35.0/ 1. 25
S1)1 all'.spl.' spi
6 EQ. TC • PNLS • AND 6 EQ'. BC•' PNLS• ••
IV (III). 2.0' MIN. BOTTOM
G--PDo .5' 111111 BOLTS RUM(
EDGE 018T.
Pt& PT
'a '-FiEnsl-iReD e�il�
noD>: BOAR@8
G'`
IWO EACH SIVE 1W DC SPLICES.
NOT REO.
c,
2)('1/2X0
OBITS pp
PITCH
11.0/12
-CI�+ GIRDER LENGTH
FOR LIC IF GCHEOI LE 'F'
.16 UGEU.
«IP1F'ORTFlNTBi1 fL.PINE CIIIILC ORSFIAREIfOLLONLD(HMS
UN) TME
TRUSSES WILT IN CON'I1111UYLE 111111 'UIIIILITY CIINIROL MAW UY •II'I,
ILO.
IM.PINE CUHYCTIIRS IVIE MIINFIICIIIREO P110111X20GNCAUSEPRESS CIILVINIZEUOil,SIM.
UNIESS 0111EINISE SIMUN, tEETING REOUIREMENIS OF I1S111 WPM GRADE H.
APPLY CONNECTORS 10 00111 FLEES Hl EACH .01/0 RN) LIXIITE R6 61U11H.
MIMING 0I011G RITE 'l NIMINF UNIF65 OTHERWISE 61IONN. DESIGN
SIRNOIROS CONFORM 1111.11 N•PI.ICHIII.E FRIIVISMUNS OF 411)5.17 INU •IPI -71I
INFlRNING ERECTION MOREU(IIACIINNI . VIRE II�MIt 6L
IIUIIV:IN: RUUD TIIUSSEG. CIXIIENI1Ul1 I11) RECO11ENl11111ONS-
URRCING
OP!) . SEE 111IS DESIGNDERYISEI1101REO UI, RIPLIAL CIIU110 MOLLi
.NCUU•IIEIFNIS UNLESS U11I
UE L1111]IRLLY 13I111L•EO VIM PROPERLY 111 11131E0 PLYV000
•TI1EA11111G, 6101011 DUNG 111111 RIGID CE IL IM OR ORTICING
IHT IIIXIIIIA IF 10 FEET 0. C. 00 NOT UGE 11116 DESIGN
111111 FIRE HE111HORNI 1RERTEO LUMIER.i/1
��'
9
00111L0*
�t.\
+ mire IL
• 1311 7 .
ii
•10,��
��
SPANS TO 3.E • 0 •
COPYRIGHT 1981 I
4080186
4/28/81 DRAW. £41111,126
FOR MOWCONS1RZ1IUN
•--TPI - TRUSS Pl.R1E INOTITU1E, MIS - MIT IMO. IIESICN SPECIFICATION
FIIRNTVII A CilnV Or TllTS RESTGN Tn ERET:TTTIN CONTRACTOR
A -MI5 -!:LIMN- 75/1 .75-•l.alla S- --
"JOB I `TA Dt?11I,EV-z
uSS a
TOP CHORD
BOT CHORD
WEBS
WEBS
NO WANE OR
2X4 MSR -SPF 1650E -1.5E
2X4 MSR -SPF 1450E -1.3E
2X4 SPF /12
2x4 SPF 413 TO BE USED FOR HIP 112 & 113
KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA.
ALL PLATES ARE TO BE CENTERED ON TRE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
DIRECTION OF ELONGATED HOLES IN SQUARE PLATES MUST BE
EITHER HORIZONTAL OR PARALLEL WITH THE CHORDS.
TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS
OF SCARF CUTS EXCEPT AS OTHERWISE NOTED.
3X7
2'-0 #3 HIP
'-0" 142 THIP
2 COMPLETE TRUSSES REOUI.RED
FASTEN TOGETHER WITH
TOP CH
WEBS
BOT CH
16D NAILS
11" O.C.
12" O.C.
16" O.C.
111 HIP ONLY
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
*BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
CONVENTIONAL FRAMING I5 NOT THE RESPONSIBILITY OF THE TRUSS
DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS
ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL
PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING.
+ 2x4 1;3 Hem Fir or better continuous lateral bracing @
3'-0" o.c. maximum spacing. Attach to each top chord with
2-16d nails. Bracing material to be supplied by erection
contractor.
•
5x7 #1 Hip designed to support 8'-0" jacks with no webs.
This drwg also specifies
design for common hip
trusses. Use same
configuration & plates
0 24" o.c. spacing (]. ply).
Extend top chord to hip
rafter & support every
4'-0". Brace flat top
chord with 2x4 lateral Ali
bracing @ 24" o.c. Faslet
to each chord w/2 -16d
nails.
+
12
3X7
Xi
l
3X=4
S'-0" #1 HIP
26 3 f1
PLATE TYPE --ALPINE SEAN --579303 F[1RNIEH H CDPY OF THIS DESIGN TO ERECTION CONTRRCTDR
.T
C']
0
CZ]
0
417
LPINE
TRUSS
L""1
r�
CD
r
L-1
1= c 17:1n
LJ
SPA DUNLEVY
.tIT•rf• \,,er `7i7—, Tr•7
�:.�anmmrn
,d
°HLI:UUS, Inl.
IPlF-ORTRNTK 't" r NI.:,'E1:;ltll' II•lPNY
• CI.t it''lnV rccn :in.51 ,:R ore 1:!4!1, I;:N rRUn
11,15 cc 1Cu cit Ipi; rnit.on TO [GILD IHC Tuuns IN CCHrcn'71nCE
NIIH 11E -nlmLlTr LI:NIROL rlPLlll- DT IPI. ft PINE [CNNL'ILlIS
11R[ N M;I hC 1U1LD 1'NIM 2C GRUCE COLIRNIZCI STEEL MISS
OIPERVIS1 SHL'4N, MEETING REG)L,Cn(NIS CF IGID 0446 CRntt n.
I04,LT CIINNECIORS TO 00TH FIXES AT (RCN .A1111 MO LOCATE RS
51@1.41. OI.N1ING YIOIHS INIE 4- NUMMI. UNLESS 0111FRVISE SWUM.
UE511N SIRNIRNDS CIUIr1nn 11TH 1EILICIalu PIRUY1510N5 Or
.NCS -02 11410 .TPI -Te 011 PC1-77 !INTERIM.
'. .c:.Cl)E L4I11I14 LII,E
%lf1RNING . I )..:w. iI.!::!11:4 OAT
!•.: aC!t) niUS::C3:
CWITENMIT It:R:Ct.11:4P:MG-•:r 1).
DWI [[SIGN PCB IIV ETCIIll. SPL'CttIL rEIJ)n-
IdiHt URACITX RECUIKIrlNIS. MUSS 011ERUISE
51/1^4141, TOP C/010 MALL OE L1ILORLT enitl:c0
RIIN PRIIPEI&LY RTIRCIEO PLTI1000 SIER111111 ,
07411(11 010110 111111 1114110 CEILING OR ORRCIRO
RT 111X1A)R Lf 10 fl71 0.C. OU NOT USE IIIIS
UC5104 YIIN FIRE nCinnnnNT 1RCn110 TURBOT.
p0IE3Sldt!
,41- OF
R..
R-230011
CES ION CRIT
11
REF
r
sent( - 0.5011
vj
DATE 05/07/82 1
ORVG.248,755
TC LL 16.0 PSF
TC OL 14 .0 PSF
BC OL * . 5.0 PSF
TOT.LD. 35.0 PSF
OUR. FRC. 1.25
CR -ENG ('IB/ FH/HB
0/R LEN. 26 -3 -8
PITCH 4.0/12
TVP I;R-HTP
SPRCTNP 24.11-
SM
J03:.SPA
TOP CHORD
BOT CHORD
WEBS
35 F
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO'CUTTING LUMBER TO,,
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.•
2X4
2X4
2X4
FIR -LARCH
FIR -LARCH
HEM -FIR
#12
*2
STAND.
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
r 2411
J-1
24" 24" 24"
J-2 1 J-3 •T J-4
12 �(
4.00 L
L
PLATE TYPE --ALPINE
B 0 0
1
00*
J
OVER 2 SUPPORTS
SEMI --887396
3,012,436
PARTIAL
FRAMING
PLAN
* Bearing ledgers
and connections
by others.
24"
8-0-0
J-7
J-6
J-5
Common -7
#1 Hip 7
J-1\ J-:\ J-3 J-4 4
Varies
FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR
SPA REV 11.0.3
SCALE - 0.3/53
C= O CM CM CM 0
C= CJ = O C=
C= I7 C= C=
cm "7 C= C=
cm Lm Cm C=
CMcm
TRUSS
ILI'I14E ENGINEERED PRODUCTS, INC.
**IMPORTANT** GH11LL NOT BE RESPONSIBLE FOR IVH
DEVIATION FROM THESE SPECIFICATIONS DR ENT DEVIATION FRUIT
THIS DESIGN OR IWY FAILURE TO BUILD THE TRUSS IN CO160NIHNCE
VIAL TPC 'DUALITY CONTROL mum- BY TPI. WPM CONNECTORS
TWE MINUFIICIUTEO FROM PO GOUGE GIT.YfW17ED STEEL MESS
UTICRWISI: WTBINN, METING REWIRLIIENTS OF fITN A44S GRACE A.
APPLY CONNECTORS 10 BOTH FRIES AI (ICH .HINT AH) LOCATE AS
SICVN. UEAHING W10THS ME Y' NOMINL UNLESS OTHERWISE SMITH_
DESIGN STRNOTAOS CUIFOAM WITH A PLICIIBLE PROVISIONS OF
I.14oS-82 ARO .TPI -7B UH PC1-10.
TRUSSES REQUIRE EXTREME DIRE
WARNING IN MNOLIIC, ERET:TIU4 INRI
BRICIW.SEE 'AWT-76-,IBRACING V000 TRUSSES:
COIVWNTTIRT UTO RECUVTENDATIOIS+TPI1. SEE
THIS DESIGN FOR mOITIOIAL SPECIAL PERMA-
NENT OIIRCING RFOUTREIENIS. UNLESS OTHERWISE
SHOWN, TUP CHORD SHALL BE LATERALLY BRACED
KITH PROPERLY ATTACHED PLYV000 SHEATHING,
BOUTON CHORD WITH RIGID CEILING OR BRACING
ns SPECIFIED ON DESIGN. 00 1OT USE THIS
DESIU4 WITH FIRE REIMORNT TREATED LUMBER.
.--TPI - TRUSS rum INSTITUTE, lar NOTIONAI. DESIGN SPECIFICATION FOA
YODO CONSTRIE1IW
DESIGN CRIT
UBC
REF 5587 -SPA
TC LL
TC DL
BC DL
18.0 PSF
DATE 11/20/85
20.0 PSF DRAG 3,012.436
5.0 PSF CR -ENG RS/ iv.
TOT. LD. 41 .0 PSF 0/R LEN. 8-0-0
DUR.FRC 1 25
PITCH 4.0/12
SPACING 24.0'
TYPE JACKS
Building 54-04 •
5 ALVARADO
LVARADO
01 44diffaid
P.O. BOX 1504
78-105 CALLE ESTADO
LA QUINTA, CALIFORNIA 92253
Owner
W. J. CUSACK
Mailing
Address 74-225 UWY 11'
City
PALM DESERT
Zip
92260
Tel.
568-0855
Contractor
CUSACK & ASSOC.
Address
SAME
MEW 03
No. 10912
BUILDING: TYPE CONST. OCC: GRP.
A.P. Number
Legal Description
Project Description SEWER HOOKUP
City
SAME
Zip
Tel.:
568-0855
State Lic.
& Classif. 565-814 B
City
Lic.# 1253
Arch., Engr.,
Designer
Sq. Ft.
Size
No.
Stories
No. Dw.
Units
New ❑ Add ❑
Alter 0 Repair 0
Demolition 0
Address
Tel.
City
Zip
State
Lic. #
LICENSED CONTRACTOR'S DECLARATION.
I hereby affirm that I arp,llcenserd under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of thL Business and.Protessions Code, and my license is in full force and
i.,„,/effect. E. .
SIGNATURE X/ V' / 'I DATE
OWNER -BUILDER DECLARATION .
I hereby affirm that I am exempt from the Contractors License Law for the following
reason: (Sec. 7031.5,Business and, Professions Coder 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) of
Division 3 of the Business arid 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. ($500).
❑ I, as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure isnot intended or offered for sale. (Sec..7044, Buisness and
Professions Code: The Contractor's. License Law does not apply to an owner of 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 of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.) .
O' 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.)
O. I 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
r( r(Copy is filed with the city. 0 Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE •
(This section need not be completed if the permit Is for .one hundred dollars ($100) 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: If, 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.
Iagree 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
Estimated Valuation $800
• PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
$30.00
S.M.I.
Grading
Driveway Enc
Infrastructure
. f3
. 5
TOTAL
$30.00
REMARKS .
ZONE: BY'
Minimum Setback Distances: .
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback fromCenterLine
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.
SQ. FT.
Sp FT
SQ. FT.
SO. FT.
SQ. FT.
SQ. FT.
VALUATION
®
$
SLAB GRADE
UNITS
BONDING
HEATING (ROUGH)
STORAGE TANK
2ND FL.
1)/
WIRING.
(�
DUCT WORK
ROCK STORAGE
YARD SPKLR SYSTEM
FOUND. REINF.
POR
®
HEATING (FINAL)
MOBILEHOME SVC.
REINF. STEEL
BAR SINK
TEMP. POLE
GAR.
®
GROUT
POWER OUTLET _
WATER HEATER
SERVICE
ROOF DRAINS
CAR P.
BOND BEAM
WATER SYSTEM
GRADING
cu yd
x$ _$
DRAINAGE PIPING
WALL
$
plus
FRAMING
FINAL INSP.
DRINKING FOUNTAIN
@
REMARKS:
•
VENTILATION
URINAL•
ESTIMATED CONSTRUCTION
FIRE ZONE ROOFING
$
FIREPLACE
WATER PIPING
NOTE: Not to be used as property tax valuation
SPARK ARRESTOR
FLOOR DRAIN
GAR. FIREWALL
-.
MECHANICAL FEES
LATHING
WATER SOFTENER
MESH
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
INSULATION/SOUND
WASHER(AUTO)(DISH)
APPLIANCE DRYER
FINISH GRADING
GARBAGE DISPOSAL
FINAL INSPECTION
FURNACE UNIT WALL FLOOR . SUSPENDED
._
CERT. OCC.
LAUNDRY TRAY
FENCE FINAL
,
AIR HANDLING UNIT CFM
INSPECTOR'S SIGNATURESIINITIALS
GARDEN WALL FINAL
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 @ 1I/4 c •
SEWAGE DISPOSAL
SQ.FT.GAR @ Vac
HOUSE SEWER
GAS PIPING
PERMIT FEE
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
1)/
WIRING.
(�
DUCT WORK
ROCK STORAGE
SEWER 011 I W Irrwn P�/b/f;OUGH
✓[
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
'
BOND BEAM
WATER SYSTEM
GRADING
cu yd
x$ _$
LUMBER GR.
FINAL INSP.
$
plus
FRAMING
FINAL INSP.
ROOFING
REMARKS:
•
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND
•
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIALS
GARDEN WALL FINAL
COACHELLA VALLEY WATER DISTRICT
CASH RECEIPT DETAIL
Received FNm:1.1
! LY1
Address i i q � t c)a r rwr ( E�., 1= a, - <• <. ( v7--
•
11111111 IU Rill 111111111 04
IE
Jaw 5-� i -
Account No. 1.0 0 Co � /1—' t ' 7 1 • 1 • 1 Lot(s)
."7r
Service Address ' 75- 6 / VrrC. C(�}
Tract
❑ Meter(s)
❑ Service(s)
❑ Backflow(s)
❑ House Lateral(s)
❑ DetectorCheck(s)
❑ Meter Surcharge
g/Sanitation Capacity Charge -�
❑ WSBFC
❑ Temporary Construction Meter
❑ Turn on Charge
❑ Uncollected Account - Name
❑ Inspection Fee - Tract -
Fee -
❑ Plan Check Fees Water / Sewer -
Tract -
❑ Bond Payment - A.D. - Bond
Assmt
❑ Customer Deposit
❑ Other
Remarks:
❑Copy to:
Cash
Check
Money
Order
G.A. Code
TOTAL
$ / GJ
Water Service
Cashier
1I1I IIIII I 1 IIII 05
IE
STEWART TITLE
COMPANY OF RIVERSIDE COUNTY
700 E. TAHQUITZ-McCALLUM, SUITE H • PALM SPRINGS, CALIFORNIA 92262
(619) 320-1101
April 21, 1987
City of La Quinta
P.O. Box 1504
La Quinta, California 92253
ATTENTION: Jerry Herman
Dear Jerry,
As per our conversation this date, please he advised
that a search of the records reveals that none of the adjoining
lots included on the attached Exhibit "A" have ever been merged
and there should be no problem issuing building permits on each
lot.
Very Tru 1; Yours,
.R. "Sy" DANIELS
President -
Desert Division
PARCEL A:
EXHIi;IT "A"
Lots 11 and 12, Block 207 of.SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 20, as shown by Map on file in Book 19 page 38, of Maps, Records of
Riverside County, California.
PARCEL B:
Lots 1 and 2, Block 223 of SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 21, as shown by Map on file in Book 20 page 22, of Maps, Records of
Riverside County, California.
PARCEL C:
Lots 1 and 2, Block 254 of SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 24, as..shown by Map on file' in Book 19 page 44 and.45, of Maps,
Records of. Riverside County,' California.
PARCEL D:
Lots 1 and 2, Block 308 of SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 28, as'shown by Map on file in Book 19 page 59 and 60:, of Maps,
Records of Riverside County, California.
PARCEL E:
Lots 23 and 24, Block 261 of SANTE CARMELITA AT VALE LA QUINTA UNIT
NO. 24, as shown by Map on file in Book 19 page 44 and 45, of Maps,
Records of Riverside County, California.
PARCEL F:
Lots 17 and 18, Block 312 of SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 28, as shown by Map on file in Book 19 page 59 and 60, of Maps,
Records of Riverside County, California.
PARCEL G:
Lots 4 and 5, Block 190 of SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 19, as shown by Map on file i. Book 19 page 33 and 34, of Maps,
Records of Riverside County, California.
PARCEL H:
Lots 5 and 6, Block 157 of SANTA CARMELITA AT VALE LA QUINTA UNIT
NO. 16, as shown by Map on file ir. Book 18 page 99, of Maps, Records of
Riverside County, California. •