0006-198 (SFD)7 t i r
LICENSED CONTRACTOR 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 # Lic. Class Exp. Date
Date M •�' S nature of Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) 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, Business & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
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'
erformance 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 & policy no. are:
Carrier 0TATE FUND Policy No. 220-00.9020714
(This section need not be completed if the permit valuation is for $100.00 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, and agree that if I should become
subject to the workers' compensation prisions of Section 3700 of the Labor
Code, 1, -shall fort with comply with thosepr visions.
Date: 71)Applicant .! f
, -` //KI
Warning: Failure to secure WorkCompensation coverage is unlawful and
shall subject an employer to criminal penalties a`nd civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on Ihis
application. s,1
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for in pection pr, rposes.
•• eD
Ignature (Owner/Agent / �► Dat
BUILDING PERMIT PERMIT#
DATE f / VALUATION • LOT 498 TRACT
JOB SITE -
ADDRESS 78-4111)FAC 0.N;DPtV.F, .r
APN
77- 10 -
777 -210 -OW
OWNER
OWNER
CONTRACTOR / DESIGNER / ENGINEER
AL LAWPESTi
SM-? VI'L'A, D]•�:'liE. O PMWIr CORP,
PALM X)�^E12T CA, 92260;
(760)772.2626 03U 5393
USE OF PERMIT
SDIO%XF:AYv LLY�liJl:t .l2lti
SPD -'NO BLOCK WALL OR POOLCOMPLIA14CE WITH AL1: FEDERAL &
STA.TF. i, WEI, INCLUD1140 THE 9WD.Kf4GR11.FD SP9098 ACS' OF 1973 (16
U.S.C- x.1331, ET SVQ.) IF.APPLICABLF, IS 1tN`UJREI3.
CUSTOM CONSTRUCTION � -3,714,1003F
PORCH/P.ATIO 314.00 Sty
CWRAGWCARPOR 'CF3 16,�42,40,
JV1T i 'r D COST 03F CONS=UGTION
312,699,20
l'kMWr Fn SI! AIKARY
CON9TI2UCTION FEET 101-000-418-000 $1,383.00
PLAN CHZCX FLEE 1011-000-439-319 $4132.18
FE E DEPOSIT 101.000-439.318 •%1,000,00
MECHANICAL111W 9 01-oo6.421-000 $143.50
ELECTRICAL: VIKE 101 •U00•4ZO.000 V314.37
PLUMSINO FEE 101.000.41950010 $409.73
STRONG MOTION FEE.. 'PJ ID 101-000-241 X31,2 J
GRAD1140 FEE � 101-0.00-423-000 $30..00
DEVELOPER IMPACT FEE $1.907,00
ART M PUBLIC PLACES - KESIL 701-000-2.55-000 $281.75
r tt P q
SUB -WI'.! L COMMUCT IOWAND K AAi MCK 1
$5,324.82
1:��3 il'fC1<;•P.�� k��
- •�l YCIC�U.Ob
AUG 3 0 2000.
t ,
.SIT „OF Li QUINT
RECEIPT
DATE
DAT
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Forms & Footings d
Underground Ducts
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Root Deck
Exhaust Fans
0. K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans 8 Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath ,
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOC KWALL AP'ROVALS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping `-
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp, Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
Building
Address
Owner
Mailing
Address
Legal Description T��Q
Project Descriptio
State Lic.- City
& Classif. --�-,/Voc'/ Lic. #
Arch., Engr. ___ /
Designer
`�IZlp����tl��e(AJP/ISO I� ,Gyi9 c
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm thatA licensed under provisions Of Chapter g (commencing with Section
7000) of Division 3 of the Business and Pro essiorn� Code, and my licensg�s in full fforce�and
effect. r –I— I �) /� /_ / C�_i/ l
/ OWNER-QUILDER DECLARATION
I hereby affirm that I am exempt from the Contractors 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) of
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 ($500).
1-: 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 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.)
II I, as owner of the property, am exclusively contracting with licensed contractors to con•
strucI the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
doesnot 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.)
i 7 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 sNO. Company
CYCopy is filed with the city. ❑ Certified copy is hereby furnished.
/\ CERTIFICATE OF EXEMPTION FROM
WORKERS'COMPENSATIONINSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.)
1 certify that in the performance of thg 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 it 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
BUILDING DIVISION
4�� �?�. = 45•a e
Sq. Ft. No. No. Dw.
Size Stories Units
New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
PERMIT
BY:
AMOUNT
Plan Chk. Dep.
- Do
Plan Chk. Bal.
Side Street Setback from Center Line
Const.
Side Setback from Property Line
Mech.
INSPECTOR
Issued by:
Electrical
Validated by:
Plumbing
Validation:
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL
REMARKS
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. PLUMBIC v
IST FL. SO. FT. @ $
UNITS
SLAB GRADE
2ND FL, SQ. FT.
BONDING
YARD SPKLR SYSTEM
POR. SQ. FT. @
MOBILEHOME SVC.
BAR SINK
GAR. SQ. FT. @
POWER OUTLET
ROOF DRAINS
FOUND. REINF.
GAS (ROUGH)
DRAINAGE PIPING
CARP. SQ. FT. 0
OTHER APPJEQUIP.
REINF, STEEL
WALL SQ. FT. (tai
TEMP. POLE
DRINKING FOUNTAIN
SO. FT. @
GROUT
URINAL
ESTIMATED CONSTRUCTION VALUATION $
FINAL INSP.
WATER PIPING
NOTE: Not to be used as property tax valua)ionl —
WATER SYSTEM
FLOOR DRAIN
MECHANICAL FEES
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, TEMIPERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SO. FT. @ c
BATH TUB
SPARK ARRESTOR
SQ. FT. p c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 1'A c
SEWAGE DISPOSAL
LATHING
SQ.FT.GAR @ ?Ac
HOUSE SEWER
MESH
GAS PIPING
PERMIT FEE
INSULATIONISOUND
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 L 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 WO"IK
ROCK STORAGE
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.
LUMBER GR.
FINAL INSP.
FRAMING
FINAL INSP.
ROOFING
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATIONISOUND
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIAIS
GARDEN WALL FINAL
Notice:
Document Cannot Be Duplicated
Desert Sands Unified School District
47-950 Dune Palms Road
La Quinta, CA 92253
760-771-8515
CERTIFICATE OF COMPLIANCE
Date 8/29/00 APN # 777-210-020
No. 20946 Jurisdiction La Quinta
Owner NameA1 Lampesti Permit #
No. 78-411 Street Deacon Drive West Log #
City La Quinta Zip 92253 Study Area
Tract # Lot # Square Footage 3714
Type of Development Single Family Residence No. of Units 1
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered
patiostwalkways, 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
2.05 X 3,714 or $ 7,613.70 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 CC/Metro Commerce Bank - Rob
Name on the check
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Ellen Patino
Signature
Payment Received
Telephone,,
.4'
� vel• �
Check No. 140227
NONCE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified
above will begin to run from the date on which the building or installation permit for this project Is sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever Is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
3
Th_,;
'Tradition
ARCHITECTURAL DESIGN REVIEW
August 29, 2000
Ms. Nickie Gormley
Building and Safety
CITY OF LA QUINTA
Post Office Box 1144
La Quinta, CA 92253
Via First Class Mail
and facsimile
Re: Lamperti Residence, Lot 6, Tract 28611, 78-41 !Deacon Drive West
Building Permit
Dear Nickie,
Please accept, this letter as approval for the above referenced residence to obtain a building
permit. Conditions that apply to this submittal will be forwarded directly to the owner's
representative, Rob Capetz of Sun Vista Development:
If you have any questions or need additional information, please do not hesitate to call.
Sincerely,
Christina J. Dores
Architectural Review Coordinator
pc: Mr. Al Lamperti (via first class mail)
78505 OLD AVENUE 52 -- Ia QUINrA --- CA 92253-1120 -- PHONE 760/564-3355 — FAx 760/564-2356
J
"Rece t fled
5-02 1 j:96pm from CCITT G3 -> Sun Vista Dev. Corp. page 2
�8-10-2000 11:32AM FROM
j'IW�t,jltlltl� t rt+t,{uvut.vu ..�
First AmeWSAVOW@ 84 D 8Y
First American Title Ins, Co,
AND **YHEN RECORDED MAIL. TO:
Albert C. Lamperti
Judith E. Lamperti
A'"`
FIRM AMERICAN TITLE
SUBDIVISION DEPT.
A.P.No.: 777-210-0_20-5 TRA #: 020
P. 2
DOG a 19919-560573
12/21/1998 08:00A F*4:6.00
PW 1 of I Doc T rax Paid
Recorded in Official Records
County of Riverside
Gary L. Orae
Assessor, County Clerk & Recorder
1 fi!lfififi I!filfil Ifilfilififill 1!!fi fil!!fi 1111!11 Ill I!I!fi 1111 ILII
M $ Lu PA44 M 0/. ) rooR,k, N040R ieM Mee.
1 i
J-7
..
A A - - _L _-- cape wA'd Ra►YNO -•e ,
GRANT DEED
THE UNDERSIGNED GRANTORM DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS; COUNTY $341.92
computed on full value of property conveyed, or _.
computed on full value less value of liens or encumbrances remaining at time of sale,
unincorporated area; j I City of La OuInta, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged,
MFisher Capital Corporation, a Colorado Corporation .
hereby GRANT(S) to dilb�FtlrClJ�rfp�hB/>t�fd/ttit/ICuI/1Gd,E1ktlhit${a�t+6V�lid l>+�9�/dsl k/oh!'tiditilt�ll¢fd/
DIAM HOLDINGS, LLC., A CALIFORNIA LDUTED LrXADXX•XTX COMPANY
the following described property in the City of La Quinta, County of R.1verside State of California;
Lot 6 of Tract no. 28611, as shown by map on Elle in book 269 page(s)12 through 17 of maps, Records of Riverside
County, Californ a.
Fisher Capital Corporation, a Colorado C�< %/( / ao
Corporatio
By:-
�9� )
Don F. Fisher, Vice President
Document Date:
SCATS OF U60"M Colorado ),SS
COUNTY OF,- la3
012 ��Q15 1999 before me, JoAnne Jacobs'
personally appeared inn F. Fisher
personally known to ma (or proved to me on dte basis of satisfactory evidence) to be the parson(s) whose name(s) W/are subscribed to die within iltsttument
and acknowledged to me that he/she/they executed the Same in hi9/her/their authorited capacity(les) end that by histher/their sign3ture(s) on the insuUment
the person(,) at the entity upon behalf of which the person(s) acted, executed the instruntem
a'ITNBSS my hand and official seat.
Signa c
oAnne Jacob Jotar Public
My ct rmUssion expires 10/6/2000
Mail Tax, Statemenu to: SAME AS ABOVE
REGISTERED INSPECTOR'S WEEKLY REPORT
JON TANDY
37630 Medjool Ave.
Palm Desert, CA 92211
Office (760) 772-7192
Fax (760) 772-7193
Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY
❑ POST TENSIONED CONCRETE ❑ ASPHALT
❑ REINFORCED MASONRY ❑ FIRE PROOFING
❑
O OTHER
JOB LL
REPORT SEQUENCE N0.
TVP Of% TR CTURE
x-
`{
Lo"
PERMIT NO.
D 64110DAY
OF WEEK
MATERIAL DESCRIPT
NI J `� SID 'o
ARCHITECT
1y§F!LCTqR
HRS. CHARGED
�j•1� /
I��' I
ENGINEER
ASSISTANTS
MRS. CHARGED
INSPECTION
DATE
GENERAL p ; I-
CONTRACTOv � 6 fQ
RUt4
SUB
CONTRACTOR
fD
" ff2��
AT Lby-,.
.
COPY SENT TO CLIENT O
CON 0 ON NEXT PAGE O
PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
S NATU E OF REGISTERE INSPECTOR
2 7S
D T OF REPORT REGISTER NUMBER
BROWN & HONEYCUTT
JIITRUSS
SYSTEMS
INC.
HESPERIA, CA
(760) 244-8887
E
5/25/00
Subject: Truss Certification
Fax (760) 244-7876
Brown & Honeycutt Truss Systems, Inc. is certified through:
Western Inspection Services
P.O. Box 562
Costa Mesa, Ca. 92627
714-545-5568
See our certification stamp below.
Michael Hough
President / GM
Brown & Honeycutt Truss Systems, Inc.
BROWN & HONEYCUTf' TRUSS SYSTEMS INC.
HESPERIA, CALIFORNIA,
I UBC Chap. 23 Div. 111 SecL•2343.7
S QUALITY AUDITED
0 W/IS ICSQ No. AA s
P. O. Box.401804, Hesperia, CA 92340
"�N9f Inc.
ICBO Evaluation Service,
9�
s
L'MIlO{A n
{URJ M
`OM 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299
A subsidiary corporation of the International Conference of Building Officials
EVALUATION REPORT
Copyright Q 1999 ICBO Evaluation Service, Inc.
Filing Category: FASTENERS -Steel Gusset Plates (066)
COMPUTRUS TRUSS PLATES
COMPUTRUS, INC.
10370 HEMET STREET, SUITE 200
RIVERSIDE, CALIFORNIA 92503
1.0 SUBJECT
CompuTrus Truss Plates for Wood Trusses.
2.0 DESCRIPTION
2.1 General:
The CompuTrus Truss Plates are flat steel plates designed to
connect wood truss members. The plates are manufactured
from galvanized steel and come in various lengths and
widths, and have integral teeth that are designed to laterally
transmit load between truss wood members. Plans and cal-
culations must be submitted to the building official for trusses
using truss plates described in this report.
2.2 Materials:
The CompuTrus truss plates are punched from No. 18 gage
(0.0454 inch (1.15 mm) base metal thickness) and No. 20
gage (0.0375 inch (0.95 mm) base metal thickness) G60 -gal-
vanized sheet steel complying with the mechanical require-
ments established in ASTM A 653 SQ Grade 33 or higher.
Each plate has 9.4 teeth per square inch of plate; each tooth
is approximately 1/3 inch (8.5 mm) long and approximately
0. 106 inch (2.7 mm) .vide. The teeth are punched in pairs, with
each pair spaced'/; inch (6.4 mm) on center along the width
of the plate, and 0.85 inch (21.6 mm) on center along the
length. Alternating rows of teeth are staggered 0.10 inch (2.5
mm) from adjacent rows. The "CN' series plates are identical
to the "C" series plates, except that every third row of teeth is
omitted. Plates are 0.85 inch (21.6 mm) in length, and are
available in widths of up to 12 inches (305 mm), in 1/2 -inch
(12.7 mm) increments, as required by design. The plates are
applied to truss merr.cers in pairs, with one plate on each face
of each joint, using a power press constructed in accordance
with the manufacturer's specifications. See Figure 4 for de-
tails of plate dimensions.
2.3 Allowable Loads:
Tables 1, 2 and 3 provide allowable lateral loads, tension
loads and shear loads. respectively, for the CompuTrus truss
plates. These values are based on the National Design
Standard for Metal Plate Connected Wood Truss Construc-
tion, ANSVTPI 1-1995. A copy of the ANSI/TPI 1-1995 stand-
ard must be supplied to the building department when this is
requested by the building official.
2.3.1 Lateral Resistance: Each CompuTrus truss plate
must be designed to transfer the required load without ex-
ceeding the allowable load per square inch of plate contact
area, based on species. on the orientation of the teeth relative
ER -4211
Reissued January 1, 1999
to the load, and on the direction of load relative to grain. De-
sign for lateral resistance must be in accordance with Section
11.2.1 of ANSI/TPI 1-1995. Table 1 provides allowable lateral
loads for the truss plates.
2.3.2 Tension Resistance: Each CompuTrus truss plate
must be designed for tension capacity, based on the orienta-
tion of the truss plate relative to the direction of load. Design
for tension must be in accordance with Section 11.2.2 of
ANSIlTPI 1-1995. Table 2 shows allowable tension loads for
the truss plates. Additionally, the net section of the truss
plates for tension joints must be designed using the allowable
tensile.stress of the metal, adjusted by the truss plate tensile
effectiveness ratios shown in Table 2.
2.3.3 Shear Resistance: Each CompuTrus truss plate must
be designed for shear capacity, based on the orientation of
the plate relative to all possible lines of shear. Design for
shear must be in accordance with Section 11.2.3 of ANSI/TPI
1-1995. Table 3 shows allowable shear loads for the truss
plates. Additionally, the net section of the truss plates for heel
joints and other joints involving shear must be designed using
the allowable shear values for the truss plates, adjusted by
the shear resistance effectiveness ratios shown in Table 3.
2.3.4 Metal Plate Reductions: Several allowable -load re-
duction factors for the metal plates, when they are applicable.
must be considered cumulatively in the desion of truss plates
used in fabricated wood trusses:
1. Allowable lateral resistance values for the CompuTrus
truss plates must be reduced by a strength reduction fac-
tor, QF, shown in Table 4, when the plates are installed in
lumber by means of a single -pass, full -embedment roller
system having minimum roller diameters equal to 18 inch-
es (457 mm). This reduction does not apply to embed-
ment hydraulic -platen presses, multiple roller presses
that use partial embedment followed by full -embedment
rollers, or combinations of partial embedment roller
presses and hydraulic -platen presses that feed trusses
into a stationary finish roller press. When trusses are fab-
ricated with single -pass roller presses, the calculations
for the truss design submitted to the building department
for approval must specify the minimum diameter of the
roller press and the appropriate strength reduction factor
from this report.
2. Allowable lateral resistance values for the CompuTrus
truss plates must be reduced by 15 percent when the
plates are installed on the narrow face of truss lumber
members.
3. Allowable lateral resistance values must be reduced by
20 percent when the CompuTrus truss plates are installed
in lumber having a moisture content greater than 19 per-
cent at the time of truss fabrication.
Fi-ahuation reports of 10110 Evaluation Sen -ice. Inc.. are issued solely At provide inforunation tet Class :1 members of ICIIl1. utili-in,g the code upon which the report
is based. Evaluation reports are not to be eon.strited as representing aesthetics or anis other attributes nut spec ifieallc addressed nnr as an endorsement or reconenten-
b dation fur use of the subject report.
This report is based upon independent tests or other technical data .submitted by the applicant. The ICB0 Evaluation Sen•ice, lite., technical staff ha.s reviewed the
test results aml/nr other data. hitt dues tett pocses.s test facilities to make an independent verification. There is nn warrants by /Cllr) Evaluation Service. Ate., express
or ,3nplierl, as to any "Finding "or sillier matter in the report or as to aro• prttuhtrt covered by the report. This disclaioter inrludes, but is not limited to, merchantability.
Page 1 of 5
Page 2 of 5
4. Allowable lateral resistance values for CompuTrus truss
plates installed at the heel joint of a fabricated wood truss
must be reduced by the heel -joint reduction factor, HR, as
follows:
HR = 0.85 - 0.05(12 tan 8 - 2.0)
where:
0.65<_ Hp 5 0.85
8 = Angle between lines of action of the top and bottom
chords (shown in Figure 3).
Where the top chord slopes are greater than 12:12 (100%
slope), this heel -joint reduction factor is not applied.
2.3.5 Combined Shear and Tension: Each CompuTrus
truss plate must be designed for combined shear and tension
capacity, based on the orientation of the truss plate relative to
the directions of loading. Design for combined shear and ten-
sion must be in accordance with Section 11.2.4 of ANSI/TPI
1-1995.
2.3.6 Combined Flexure and Axial Loading: Truss plates
designed for axiaLforces are only permitted as splices in the
top and bottom chord when the splices are within 12 inches
(305 mm) of the calculated point of zero moment. Design of
truss plates at splices in the top and bottom chord that are not
placed within 12 inches (305 mm) of the calculated point of
zero moment must include combined flexure and axial
stresses.
2.4 Truss Design:
Plans and calculations must be submitted to the building offi-
cial fcr the trusses using truss elates described in this report.
The truss design must show compliance with the code and
accepted engineering principles. Allowable loads for the truss
piates may be increased for duration of load in accordance
with the code. Calculations must specify the deflection ratio
or the maximum deflection for live and total load. For each
truss design drawing, the following information, at a mini-
mum, should be specified by the design engineer:
1. Truss span, spacing, and slope or depth.
2. Dimensioned location of truss joints.
3. Model, size and dimensioned location of truss plates at
each joint.
4. Truss chord and web lumber size. species. and grade.
5. Required bearing % idths at truss supports.
6. Top and bottom chord live and dead loads. concentrated
loads and their locations, and controlling wind or earth-
quake loads.
7. Design calculations conforming to ANSI/TPI 1-1995 and
any adjustments to lumber and truss plate allowable val-
ues for conditions of use.
2.5 Truss Fabrication:
Plate connectors shall be installed by an approved truss fabri-
cator that has an approved quality assurance program cover-
ing the wood truss manufacturing and inspection process in
accordance with Sections 2304.4.4 and 2321.3 of the code
and Section 4 of ANSl.TPI 1-1995. The allowable loads rec-
ognized in this report are for plates that are pressed into wood
truss members using hydraulic or pneumatic embedment
presses: multiple roller presses that use partial embedment
followed by full -embedment rollers: or combinations of partial
embedment roller presses and hydraulic -platen presses that
ER -4211
feed trusses into a stationary finish roller press or, if the ad-
justment factors given in Table 4 are used, single -pass roller
presses.
When truss fabricators use single -pass roller presses, the
rollers must have minimum -18 -inch (457 mm) diameters.
Plates embedded with a single -pass, full -embedment roller
press must be preset, before passing through the roller press,
by striking at least two opposite corners of each plate with a
hammer.
2.6 Identification:
The CompuTrus "C" Series plates are embossed with the
designation "C-20" or "C-18," for the No. 20 gage or No. 18
gage plates, respectively. For the "CN" series, the No. 20
gage plate is identified by the designation "CN -20" embossed
on the plate, and the No. 18 gage plate is identified by the des-
ignation "CN -18."
3.0 EVIDENCE SUBMITTED
Test data in accordance with National Design Standard for
Metal Plate Connected Wood Truss Construction, ANSVTPI
1-1995.
4.0 FINDINGS
That the CompuTrus Truss Plates for Wood Trusses de-
scribed in this report comply with the 1997 Uniform
Building Code, subject to the following conditions:
4.1 Plans and calculations are submitted to the build-
ing official for the trusses using truss plates de-
scribed in this report.
4.2 The truss plates are designed to transfer the re-
quired loads using the design formulae in ANSUTPI
1-1995. A copy of the ANSUTPI 1-1995 standard
must be supplied to the building department when
this is requested by the building official.
4.3 The allowable loads for the truss plates comply
with this evaluation report.
4.4 Truss plates are not permitted to be placed where
knots occur in connected wood truss members.
4.5 Truss plates are installed in pairs on opposite faces
of truss members.
4.6 Trusses using truss plates described in this report
must be fabricated by a truss fabricator approved
by the building official, in accordance with Sec-
tions 2304.4.4 and 2321.3 of the code.
4.7 Allowable loads shown in the tables of this report
may be increased for duration of load in accord-
ance with the code.
4.8 Overpressed truss plates are not permitted. Over -
pressed plates occur when the truss plate is em-
bedded into the lumber more than one-half the
plate metal thickness.
4.9 Allowable loads shown in the tables of this report
are not applicable to truss plates embedded in lum-
ber treated with fire -resistive chemicals.
4.10 When a one-hour fire -resistive rating is required for
trusses using CompuTrus plates, see Evaluation
Report ER -1632.
This report is subject to re-examination in two years.
rage 3 of 5
TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUSS PLATESI.2
ER -4211
For S1: I Ib./inch'- = 6.89 kPa.
ISee Figure I for a description of plate orientation.
'Values are determined using the gross area method.
.'Truss plates are installed In pairs on opposite faces of truss members.
TABLE 2 -ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESI
PLATE MODEL
j LUMBER SPECIES
C-20
DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE
PLATE MODEL
Species
(
Specific Gravity j
AA j EA IAE j EE
Allowable Load Per Plale2 (pounds per square inch of plate contact area)
C-20
Suuthem Bellow pine j
O.ii
206 j 151 1 113 108
Douglas lir-larch 0.19 j
206 j lil 113 I IDS
and
C-18
Hem -fir
0.13 j
161 j 137 IID IW
9o' I
Spruce -pine -fir
0.13 j
161 ( 137 I 110 10.1
Southern seNow pine I
O.ii y
132_ 118 t02 t13
CN --O
Uouela> lir-larch j
0.19 j .
I?_ j I15 102 113
and �
CN -18 I
Hem -lir
0A3 j
106 I 109 111 111
j p.1u ! 1).i9
Spruce -pine -fir i
0.12 I
106 j 109 111 111
For S1: I Ib./inch'- = 6.89 kPa.
ISee Figure I for a description of plate orientation.
'Values are determined using the gross area method.
.'Truss plates are installed In pairs on opposite faces of truss members.
TABLE 2 -ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESI
PLATE MODEL
DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE2
j 0: 90' ( 0` 90`
i
I Allowable Tension Load (pounds per lineal inch per pair of plates) I Tension Load Efficiency Ratio
C-20
1.310
912 I
0.63 j 0.16
C\'-20
I.511
I 937
0.75 j 0.16
C-181.619
I
i PLATE
I 1.11111
062_ j 01.
CN -IS
I.S".I
j I._-0 i
0.13 01X
For SI: I Ibf/inch = 0.175 Vinin.
I`ice Figurc 2 for a de<cripuon of plate uncntaiton.
'The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate teeth %%ere sheared during p131e fahrication.
For SL' I Ihf,'inch = 0.17i N;nun
TABLE 4 -ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR COMPUTRUS TRUSS PLATES
INSTALLED WITH MINIMUM -I8 -INCH -DIAMETER SINGLE -PASS ROLLER PRESSES
LUMBER SPECIES
TABLE 3 -ALLOWABLE
SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES
OR
(
096
C-2_0 and C-11
DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE
0 50 (
096
0.19
I
i PLATE
0.
30' 1 60- 90'
i 170'
( 150'
1 0' 1 30`
60`
9o' I
120-
( 150'
MODEL j
•
Allowable Shear Load
(pouncs per lineal inch per pair of plates)
I
Shear Load Efficiency Ratio
C-20 j
609 I
,_0 1.106 i SUI
i 123
j i06
j p.1u ! 1).i9
1 1) 91
j 066 j
II :5
i 0.12_
j CN - _t) 1
610 I
695 IAQ5 738
j 5 S 7
1 116
I o.;o i O.ii
j 0.S6
i 061 j
011
I 0.111
C 11 I
112_
_ 1.:11 1.1L:1
j 505
1 57,1'
I 0 15 1 0 16
j 0.,9
j 0 66
11.36
I tl .:-r
i CN -I8 1
617 (
7S7 ( 109 SOO
711;
( 51)1
i U.12 0.?1
i 11 i2
( U.Si
Dai
( 0.33
For SL' I Ihf,'inch = 0.17i N;nun
TABLE 4 -ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR COMPUTRUS TRUSS PLATES
INSTALLED WITH MINIMUM -I8 -INCH -DIAMETER SINGLE -PASS ROLLER PRESSES
LUMBER SPECIES
PLATE MODEL SPECIFIC GRAVRYI I
OR
0.19
(
096
C-2_0 and C-11
0 50 (
096
0.19
0.17
CN -_0 and CN -11
j ().50
'The QR s ahtes iurrCsp0ndin%1 to the value -0.411)." above. appy' In all wood species combination, ha, Im1 an : %craer published specific _ra%iiv of 0.49 or lo%%cr: the Q.q
clues corre,pondin_• to the %clue -0 i0" appls m all Mood ,penes conlhmauons hastng an a%Cra,•c puhh,hcd >pecific gra, Ity of 0.50 it hi_her.'riic QR ,alucs,hall
he applied to all plateiscood oneniaoon, de,cnhed to Figurc 1.
9
Page 4 of 5
LOAD;mss r'� LOAD
L
� _ �^yam- • ' U �
AA Orientation
LOAD
LOAD
AE Orientation
Length
ER -4211
LOAD ; c p:rgcC,_: � LOAD
EA Orientation
EE Orientation
FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES
0° Plate Orientation
W-.dth
CM
J �^
90° Plate Orientation
FIGURE 2—PLATE ORIENTATION FOR TENSION VALUES
8
FIGURE 3—HEEL JOINTS TO WHICH THE REDUCTION FACTOR, HR, APPLIES
Page 5 of 5
j .106'
333"
.333"
m
106"
LONGITUDINAL AXIS TYP.
.10" .85" .35" .5"
10" .85' .35" .5"
.25"
106'
5"
25"
5"
1Co
FIGURE 4—COMPUTRUS PLATE DIMENSIONS
MODEL
C-20 / C-18
WIDT1-I
TYP.
MODEL
CN -20 / CN -18
ER -4211
78-fik D -a_ L0,
CITY OF LA QUINTA
WILDING & $-AFETY DEPT
AP . VC—
LT,
z��_ A-4-0
CUSTOMER
SUN VISTA DEV.
LOT# 6 TRADITIONS
DATE
October 28, 1999
SQUARE FEET_3
714+
3
11,142,
GD
1;5.00
1
1,50`U
DW
.1,500
1
1,500.:
SMALL APPLIANCES
1,500
2
3,000
MICRO
1,500
1
1,500
OVEN
8,000
1
8,000
COOKTOP-ELECTRIC
8,000
0
0
COOKTOP-GAS
1,500
1
1,500
WASHER
1,500
1
1,500
DRYER -ELECTRIC
5;000
0
0
DRYER -GAS
1,500
1
1,500
FAU
1,500
3
4,500
POOL FUTURE
4,500
1
4,500
LANDSCAPE FUTURE
3,000
1
.3,000 -
TOTAL -WATTS
431-142
PERCENT
WATTS
1 st 10,000 WATTS
100%
10,000 1,0;000
REMAINDER
40%
33;142 131,257:
AIC COMPRESSORS
6,000
4
10.000
24:;000
TOTAL
DIVIDED BY
240 V
-196.9033 AMPS
400
USE
400 AMP SPLIT HU SS
3-0 CU UFER
#8 CU GAS & WATER BOND
125 123 AMP SUBPANEL
lnac 34=U+ 1�cu
COMDUUTAS PER 11D
SINGLE LINE DIAGRAM LOT# 6TRADMONS SUN VISTA DEVELOPMENT