BRER2014-1032M
Applicant: Contractor:
ABOVE AND BEYOND ROOFING SYSTEF:::�
ABOVE AND BEYOND ROOFING SYSTE
40875 CARTER LANE . 0 OUTSIDE CITY LIMITS
BERMUDA DUNES, CA 92203 LA QUINTA, CA 92253
3 204 fi
OOMMUNITyD!OF(q 4UINTq
FLOP
MENTDEPARTMENr
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury.that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: _ License No.: :LIC -0100992
x 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 Divisio 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 any applicant fo 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 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 burden of proving that
he or she did not build or improve for the purpose of sale.).
(_) 1, 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.).
(� I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
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. C.).
Lender's Name:
Lender's Address:
(760)702-5980
Uc. No.: :LIC -0100992
1
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:
Carrier: 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 oft Labor Code, I shall forthwith
comply with those p ovisions.
.Date: t I Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
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 application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
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 county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city kenter upon the above-
mentioned property for inspection purposes.
-Date: i� 'S "� Signature (Applicant or Agent):
444UM&
VOICE (760) 777-7125
78-495 CALLE TAMPICO
FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253
COMMUNITY DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 11/3/2014
Application Number:
BRER2014-1032
Owner:
Property Address:
49475 AVENIDA MONTERO
MARA TRUSEDALE
APN:
646182026
49475 AVENIDA MONTERO
Application Description:
REROOF REMOVE SHAKE ROOF INSTALL OSB
LA QUINTA, CA 92253
Property Zoning:
Application Valuation:
$31,000.00
M
Applicant: Contractor:
ABOVE AND BEYOND ROOFING SYSTEF:::�
ABOVE AND BEYOND ROOFING SYSTE
40875 CARTER LANE . 0 OUTSIDE CITY LIMITS
BERMUDA DUNES, CA 92203 LA QUINTA, CA 92253
3 204 fi
OOMMUNITyD!OF(q 4UINTq
FLOP
MENTDEPARTMENr
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury.that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: _ License No.: :LIC -0100992
x 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 Divisio 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 any applicant fo 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 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 burden of proving that
he or she did not build or improve for the purpose of sale.).
(_) 1, 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.).
(� I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
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. C.).
Lender's Name:
Lender's Address:
(760)702-5980
Uc. No.: :LIC -0100992
1
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:
Carrier: 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 oft Labor Code, I shall forthwith
comply with those p ovisions.
.Date: t I Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
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 application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
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 county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city kenter upon the above-
mentioned property for inspection purposes.
-Date: i� 'S "� Signature (Applicant or Agent):
t -
1
FINANCIAL INFORMATION
YDESCRIPTION''� *, �a�A000UNT,ts FCtTY� _?�AMOUNTFF".�-z;PAID:'
PAID'DATE.'.
n �"
BSAS SB1473 FEE 101-0000-20306 0 $2.00 $0.00.
PA41D BY" -METHODS
CLTD BYE'
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 ° $0.00
DESCRIPTION a
_
A000IJNT'
QTY
.AMOUNT
PAID' k
PAID DATE
k- , `-.,=.;
r
y _
RE -ROOF - EA ADDITIONAL 1,000 SF
101-0000-42404 .
0
'$46.40
$0.00
t' ^-' .-.V YRS k. ,., u.� •..� L p"l-
PAID BY',
a
"j''v •'}xL.f Y h !
METHOD �
�'Y4^ ": M
w RECEIPT #
1 . H - . -
CHECK #
} ... ..
CLTD;.BY „ '
,. .,,y
A r
p
bESCRIPTION;
ACCOUNT
`QTY
+ ' AMOUNT " °
d PAID' s
PAID:DATE.
RE -ROOF - FIRST 2,000 SF
101-0000-43404
0
$49.31
$0.00
F rA pj `PAID'BY y ' , ay'
�.' 4 �. METHOD .
P� i 'RECEIPT.#§t1 "
CHECK.#
CLTD`BY :.
y 3 ;,*,k
DESCRIPTION_*i»"
ACCOUNT;; I't
C1TYR
�� 'AMOUNT* ` j
„'�xPAID r�4
PAID'DATE
RE -ROOF - FIRST 2,000 SF PC
101-0000-42600
0
$98.62
$0.00
PAID.BY
'METHODb� Vii;
;'°,; RECEIPT #� ,
CHECK #
CLTD BY'
Total Paid forRE-ROOF: $194.33 $0.00
TOTALS:00
.
t
PERMIT NUMBER,
Permit Details. � -
'City of La•Quinta - -� BRER -!0' 32
Description: REROOF REMOVE SHAKE ROOF INSTALL OSB
Type: RE -ROOF` Subtype: Status: SUBMITTED
Applied: 11/3/2014 PJU
Approved:
Parcel No: 646182026 , _ Site Address: 49475 AVENIDA MONTERO LA QUINTA,CA 92253
Subdivision: TR 3448 Block: Lot: 18
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $31,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: REROOF PICHED SECTIONS. REMOVE SHAKE ROOF INSTALL 7/16'5 OSB WHERE NEEDED. INSTALL EAGLE TILE "PONDEROSA" PER ESR -
1900.2013 CALIFORNIA BUILDING CODES. APPROVED JJ. --
OWNER I MARA TRUSEDALE I 49475 A
975A NI A I LA QUINTA I CA I 92253 I (714)743=1986
EI I
FINANCIAL INFORMATION
Printed: Monday, November 03, 2014 1:41:35 PM 1 of.2 _ ,
- � SYSTEMS
CHRONOLOGY
CONDITIONS
OWNER I MARA TRUSEDALE I 49475 A
975A NI A I LA QUINTA I CA I 92253 I (714)743=1986
EI I
FINANCIAL INFORMATION
Printed: Monday, November 03, 2014 1:41:35 PM 1 of.2 _ ,
- � SYSTEMS
'
.
. ^
BOND INFORMATION
ATTACHMENTS
. ` . � '
Printed: Monday, November Ol 2014 1:41:35 PM' Z of
. CRWoro^
`
`
. .
. . `
.
INSPECTIONS
HECK
METHOD
-Al BBSAS
S01473 FEE
101-0000-20306
0
$2.00
$0.00Total
Paid for BUILDING STANDARDS ADMINISTRATION
$2.00 $0.00BSkRE-ROOF
- EA
101-0000-42404
0
$46.40
$0.00ADDITIONAL
1,000 SFRE-ROOF
FIRST 2,000
101-0000-42404
0
$49.31
$0.00SFRE-ROOF
�09
- FIRST 2,SF
10170000-42600
0
$98.62
$0.00-
PC -
1
1
1
Total Paid for RE -ROOF: $194.33 $0.00TOTALS:
$196.33 $0.00
'
.
. ^
BOND INFORMATION
ATTACHMENTS
. ` . � '
Printed: Monday, November Ol 2014 1:41:35 PM' Z of
. CRWoro^
`
`
. .
. . `
.
INSPECTIONS
'
.
. ^
BOND INFORMATION
ATTACHMENTS
. ` . � '
Printed: Monday, November Ol 2014 1:41:35 PM' Z of
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#
City of La Quinta
Building 8L Safety Division
!� P.O. Box 1504, 78-495 Cale Tampico
La.Quinta, CA 92253 -:(760) 777-7012
Building Permit A lication and Tracking Sheet
pP g
Permit #
Project Address: Ii 1li-1'S J
Owner's Name:. -2
A_ P. Number.
Address: L-A! ` -1 S
Legal Description:
p n
Contractor. a RX 1�t ow>L _Telephone:
av e tzi
Ci ST, Zi
ly. P:
Project Description: \G,
Address: LAO g- �S t �v.a
City, ST, Zip: A
Tele hone: o - st r? '
P -7(o0 "162-'Sa,aL1
State Lic. #.: �a - 3 3 'City Lic. #
Arch, ., Designer \, IAO' l i J a
P� ' �S — `q o c)
Address:
City; ST, Zip: j Q V o. rrs c� 221 (Q
•�
Telephone: l(00-QO-KPJ Y �
State Lic. #: . , -
Construction Type: ,r- o - Occupancy:
o
Project type (cu�cle one): New dd'n Alter Repair " Demo
Sq, Ft: 5 # Stories: l #Units:
Name of Contact Person: N ,� � `
Telephone # of Contact Person: �.� .- —10 2 -
Estimated Value of Project: \ O.O ® e a
APPLICANT: DO NOT WHITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACMG
PERMfFFEES
Plan Sets
Plan Check submitted
Item Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit. . .
Truss C21cs.
Called Contact Person
Plan Check Balance
Title 24 Cala.
Plans picked up
Construction
Flood plain plan
Plans resubmitted..
Mechanical.
Grading plan
214 Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S3LL
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review; ready for corrections!issae
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr -
Date of permit issue
School Fees
t
Total Permit Fees
�.� Akumbr-ac P.O. Box 473 • Thousand Palms, CA 92276
-0� Architects J Phone (760) 343-0048. fax (760) 343-3637
City of La Quinta October 27, 2014
Department of Building and Safety
Hand Delivered for Permit
ROOFING REPORT
4947S A VENIDA MONT_ERO '
La Quinta, CA
As a Registered Architect, Licensed to practice in the State of California, I personally reviewed
the above residence for reroofing with Eagle Tile. The residence is a standard linear gable
configuration with'various length overhangs. Roof slope measured 4/12.
The existing roofing consists of heavy wood shake shingles on lx spaced sheathing. The Master
Bedroom and Living Room are conventionally framed with 4x10 members on 48" centers with a
lx T&G ceiling. The largest span is in the Master Bedroom measuring 17' with a 24" overhang.
The living Room is similarly constructed with 4x10 members on 48" centers but with shorter
spans and tributary loads of 4' --and 5.5' to a 8x12 ridge beam spanning 24'.
The Second Bedroom and Garage are also conventionally framed but with 2x8" members with
'/2" plywood sheathing. The Bedroom on 16" centers spanning 16.5' and the Garage on .24"
centers spanning 14.5' both with 24" overhangs.
An analysis of the structural members as described above is provided in the attached calculations
for conformance.
The residence may be roofed with Eagle Lite the not to exceed 10.0 psf. as specified in the
attached manufacturer specifications and installed per ESR -1900 ICC -ES Evaluation Report
requirements.
This Report assumes the structure and any alterations have been permitted and constructed to industry standards.
A lateral analysis of the structure was'not a part of this report and any=subsequent damage from earthquake or
movement of the structural members is not the responsibility of this Architect as a condition.of use of this report.
Because of limited access for investigation any distress or deflection observed in the roof structure or supporting
members during or afterfield installation shall be brought trthe,' ntion of this Architect for review,
clarification and recommendation. F�
Robert S. Alcumbrac, Architect C10381
Attached: Tile specification, ESR 1900 Installation
ns.
I
ICC -ES 'Evaluation Report ESR -1900
www.icc-es.org 1.(800) 423-6587 1 (562) 699-0543
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 32 16—CONCRETE ROOF TILES
REPORT HOLDER:
EAGLE ROOFING PRODUCTS, A DIVISION OF
BURLINGAME INDUSTRIES, INC.
3546 NORTH RIVERSIDE AVENUE
RIALTO, CALIFORNIA 92377
(909)822-6000
www.eagieroofiing.com
EVALUATION SUBJECT:
EAGLE® AND EAGLELITO INTERLOCKING CONCRETE
ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, BEL
AIR ESTATE, BEL AIR DOUBLE EAGLE, PONDEROSA,
PONDEROSA ESTATE, PONDEROSA DOUBLE EAGLE
AND PONDEROSA GOLDEN EAGLE
1.0 EVALUATION SCOPE
Compliance. with the following codes:
■ 2009 International Building Code® (2009 IBC)
■ 2009 Intemational Residential Code® (2009 IRC)
■ Other Codes (see Section 8.0)
Properties evaluated:
■ Fire classification
■ Weather resistance
■ Wind -uplift resistance
2.0 USES
The Eagle® and Eaglelite® concrete roof tiles installed over
solid sheathing are used as Class A roof coverings in
accordance with IBC Section 1505.2 and IRC Section
R902.1.
3.0 DESCRIPTION
3.1 * 'Eagle® Tiles:
These roof tiles are interlocking extruded concrete roof
tiles composed of Type li pordand cement, washed sand,
and proprietary additives and comply with ASTM C 1492.
Mineral coloring oxides are mixed with the portland cement
and water for through -color or for surface application
following extrusion. All roof tiles are cured to reach
required strength before shipment Tiles are manufactured
with 3/4 -inch -wide (19 mm) interlocking sidelaps designed
to resist surface water penetration and maintain proper
alignment. All tiles have protruding head lugs. on the
Reissued February 1, 2014
This report is subject to renewal March 1, 2016.
A Subsidiary of the International Code Council®
underside, which provide for mechanical attachment over
battens, or provide a stable foundation for nail attachment
to solid decking. Two nail holes are provided in each file
except that three nail holes are .provided in each tile for the
Malibu and Capistrano tiles produced at the Florida plant.
Ridge and rake trim units, as illustrated in Figure 1, are
produced to match each product
Product designations, dimensions and installed. dry
weights are indicated in Table 1. Roof file profiles are
illustrated in Figure 1.
3:2 Eaglelite Tiles:
Eaglelite® tiles are produced in the same size, manner and
shapes as the conventional -weight Eagle files described
in Section 3.1, except for substitution of lightweight
aggregates and additives for sand. Product designations,
dimensions and installed dry weights are indicated in
Table 1. Roof file profiles are illustrated in Figure 1.
4.0 INSTALLATION
4.1 General:
Installation of the Eagle® and. Eaglelite® concrete roof tiles
must be in accordance with the Concrete and Clay Roof
Tile Installation Manual for Moderate Climate Regions,
dated March 2010, published by the Tile Roofing Institute
and Western States Roofing Contractors Association
(hereinafter referred to as the TRI/WSRCA installation
manual), and recognized in ICC,ES ESR -2015P, except as
otherwise noted in this report This report and the
TRI/WSRCA installation manual must be available at the
jobsite at all times during installation. The minimum roof
slope on which the roof tiles are installed must be 21/2:12
(20.83°/x). Care must be taken during field installation to
ensure that horizontal joints are kept parallel to the eave
and vertical joints are at right angles to the eave in order to
ensure uniform contact between the tiles and proper fit. All
cracked and broken roof tiles must be replaced.
Underlayment must comply with and be installed in'
accordance with IBC Section 1507.3.3 or IRC Section
R905.3.3, as applicable.
4.2 Adhesive Set Systems:
The roof tiles may be installed with roof file adhesives that
are recognized in a current ICC -ES evaluation report for
use in concrete roofing tile applications. Installation of tiles
using these adhesive set systems must be in accordance
with the adhesive manufacturer's ICC -ES evaluation
report.
4.3 Fire Classification:
When installed in accordance with this report, the Eagle®
and Eaglelite® concrete roof tiles are Class A roof
ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specificalh, addressed, nor are they to be construed :w
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ]CC Evaluation Service. LLC. express or implied, as 9 2
to any finding or other matter in this report, or as to any product covered by the report.t�ovar'
ESR -1900 I Most Widely Accepted and Trusted Page 2 of 7
coverings in accordance with IBC Section 1505.2 and1RC- between" the installation manual and this report, this
Section R902.1. When roof tiles are installed with a roof file report governs.
dh . ' t II t' t 'b d ' h
es
a ive, ins a a ion mus a in actor ante wit
ESR -1709.'
4.4 Wind Resistance:
The tiles are limited to the following locations:
4.4.1 IBC: For applications beyond the prescriptive
parameters specified in IBC Table .1507.3.7, the tiles and
the fastening systems must be designed to withstand the
aerodynamic wind uplift moment. The required aerodynamic
uplift moment must be determined in accordance with IBC
Section 1609.5.3, or may be determined from Table 2, 3 or
4, for each respective file profile. The maximum allowable
aerodynamic uplift moment must be determined in
accordance with Table 5. The roof tiles must be
mechanically fastened such that the allowable aerodynamic
uplift moment for the roof file/fastener/deck combination,
noted In Table 5, exceeds the required aerodynamic uplift
moment determined in accordance with IBC Section
1609.5.3 or Table 2, 3 or 4, for each respective file profile.
The fastening requirement determined from the use of Table
5 applies over the entire roof.
4.4.2 IRC: For applications beyond the prescriptive
parameters specified in IRC Section R905.3.7, the tiles
and the fastening systems must be designed to withstand
the aerodynamic wind uplift moment The required
aerodynamic uplift moment must be determined in
accordance with Table 2, 3 or 4, for each respective tile
profile. The maximum allowable aerodynamic uplift
moment must be determined in accordance with Table 5.
The roof tiles must be mechanically fastened such that the
allowable aerodynamic uplift moment for the roof
tile/fastener/deck combination, noted in Table 5, exceeds
the required aerodynamic uplift moment determined by
Table 2. 3 or 4, for each respective file profile. The
fastening requirement determined from the use of Table 5
applies over the entire roof.
4.5 Reroofing:
Eagle® and Eaglelite® files may be installed over existing
asphalt shingles, provided the requirements set forth in
IBC Section 1510 or IRC Section R907, as applicable, are
met Damaged or rusted. flashing must be replaced.
Existing framing must be adequate for the additional load.
Structural data verifying adequacy must be submitted to
the code official. The existing roof must be inspected in
accordance with the requirements of the applicable code.
The roof classification is as noted in Section 4.3.
When reroofing wood shake roofs, existing shakes must
be removed and solid.decking and tile must be installed,.as
with new construction. When installation is over existing
spaced sheathing boards, underlayment complying with
the requirements of the applicable code or an
undedayment recognized specifically for this type of use in
an ICC -ES evaluation report, installed with or without
battens, may be used. One layer of No. 30 felt or approved.
equivalent undertayment must be installed on the roof prior
to application of tile. Details not covered under this section
are identical to those described in Section 4.1.
5.0 CONDITIONS OF USE
The Eagle® and Eaglelite® concrete roof tiles described in
this report comply with, or are suitable alternatives to what
is specified in, those codes listed in Section 1.0 of this
report, subject to the following conditions:
5.1 The roof tiles must be installed in accordance with this
report, the applicable code and the TRI/WSRCA
...x.11.1:.. ...........1 MOO nn.1 rMl 1.. ..... ..i . ...A:..{
5.2 The roof decking and roof framing system must be
designed for the appropriate loads determined in
accordance with the applicable code.
5.3 The tiles are limited to installation on roofs with a
slope of 60 degrees or less from horizontal.
Exception: Installation on roof. slopes exceeding 60
degrees from the horizontal require an approved wind
dip on the bottom edge of each tile in addition to two
fasteners per tile.
5.4 Mechanical fastening requirements in Table 5 are
applicable for areas where this report indicates that
the fastening is adequate to resist wind loads as
noted in Sections 4.4.1 and 4.4.2. This report
evaluates the uplift resistance of the tile system only.
Other items, such as batten design, batten fastening,
sheathing design (other than the minimum thickness
required for fastening of the roof tile), fastening of the
sheathing to.the structure, etc., are outside the scope
of this report and must be required to resist the forces
prescribed by the applicable code.
5.5 The Eagle® and Eaglelite® concrete tiles are produced
at the manufacturing facilities specified in Table 1
under a quality control program with inspections by
ICC -ES.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC -ES Acceptance Criteria
for Clay and Concrete Roof Tiles (AC180), dated June
2009.
7.0 IDENTIFICATION
Each Eagle field file is imprinted with the EAGLE logo
(see Figure 2). Tiles produced at the Sumtervilie, Florida,
plant have the EAGLE logo and "FLORIDA" (see Figure 3)
imprinted on each field tile. Each Eaglelite file is identified
by the product name "Eaglelite" on a tag and a light-
colored strip across the headlap area. Each shipping pallet
must have a label bearing the Eagle Roofing Products
name; the file designation; manufacturing location and
address; color, quantity of tiles per pallet; production date;
installed weight; and the evaluation report number (ESR -
1900).
8.0 OTHER CODES
The products in this report were evaluated for compliance
with the requirements of the following codes:
■ 2006 International Building Code® (2006 IBC)
• 2006 International Residential Code® (2006 IRC)
a 1997 Uniform Building Code'" (UBC)
8.1 Uses:
The Eagle® and Eaglelite® concrete roof tiles installed over
solid or spaced sheathing are considered Class A in
accordance with the exception to 2006 IBC Section 1505.2
and 2006 IRC Section R902.1 and are noncombustible
roof coverings in accordance with Section 1504.2 of the
UBC.
8.2 Description:
See Section 3.0.
8.3 Installation:
For new construction, see Section 4.0, except that for wind
resistance, the installation must be justified as equivalent
to that specified in UBC Tables 15-D-1 and 15-D-2. For
reroofing, the existing roof must. be inspected in
---- -J.-..aL I ICP% A........J:.. 4C 0_4:.... 4CAC
Project: t
Location: Roof Rafter - Master Bedroom
Roof Rafter
[2013 Califomia Building Code(2012 NDS)]
3.5 IN x 9.25 IN x 19.0 FT (17 + 2) @ 48 O.C. j t
#1 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 13.8%
Controlling Factor: Moment
)EFLECTIONS Center Right
ive Load 0.43 IN U505 0.01 IN 21J5240
)ead Load 0.38 in 0.00 in
otal Load 0.81 IN U267 0.00 IN 21.Anfinity
ive Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
RAFTER REACTIONS
LL=
20
\- .
LOADS
REACTIONS
Upper Live Load @ A
170 plf
680. Ib
Upper Dead Load @ A
155 plf
619 Ib
Upper Total. Load @ A
325 plf
1299 Ib
Lower Live Load @ B
212 plf
849 • Ib
Lower Dead Load @ B
196 plf
783 Ib
Lower Total Load.@ B
408 plf
1633 Ib
RAFTER SUPPORT DATA
A_ B
Bearing Length 0.59 in 0.75 in
RAFTER DATA Interior Eave
Span Length 17 ft 2 ft
Rafter Pitch 4 :12
Roof sheathing applied to top of.joists-top of rafters fully braced.
Sheathing/sheetrock applied to bottom of joists -bottom of rafters fully braced.
Roof Duration Factor. 1.25"
Peak Notch Depth 0.00
Base Notch Depth 0.00
MATERIAL PROPERTIES
#1 -Douglas-Fir-Larch
Base Values Adjusted
Bending Stress:. Fb = 1000 psi Fb' 1500 psi
Cd=1.25 CF= 1.20
Shear Stress: Fv = 180 psi Fv' = 225 psi
- Cd=1.25
Modulus of Elasticity: E = 1700 ksi E'= 1700 ksi
Comp. -L to Grain: " Fc -1 = 625 psi Fc -1' = 625 psi
Controlling Moment: 5482 ft -Ib
8.5 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear: -1257 lb
17.076 Ft from left support of span 2 (Center Span)
Created by combining all'dead loads and live loads on span(s) 2, 3
Comparisons with required sections: Read • Provided.
Section Modulus: 43.85 in3 49.91 in3
Area (Shear): 8.38 int 32.38 int
Moment of Inertia (deflection): 155.57 in4 230.84 M4
Moment: 5482 ft -Ib 6239 ft -lb
Shear. -1257 Ib 4856 Ib
P39e
y� .Bob Alcumbrac
;Alcumbrac Architects
n } r Box 473 of
s Ay .r Thousand Palms, CA 92276
StruCalc Version 9.0.1.3 10/26/2014 8:31:00 PM
Iniform Roof Loading
Roof Live Load:
LL=
20
psf
Roof Dead Load:
DL=
17.5.
psf
Non -Snow Roof Loaded Area:
RLA =
0
sf
lope Adjusted Spans And Loads
2.1
Miscellaneous ...:...:...........1.0
Interior Span:
L-adj = _
17.92
ft
Eave Span:
L-Eave-adj =
2.11
ft
Rafter Live Load:
wL-adj =
72
plf 3
Eave Live Load:
wL-Eave-adj =
72
plf
Rafter Dead Load:
wD-adj =
66
plf
Rafter Total Load:
wT-adj =
138
.plf
Eave Total Load:
wT-Eave-adj =
138
plf .
ES
Dead Load - psf
Tile.................................10.0
1/2" plywood sheathing.....
1.5
1x6 spaced sheathing ........
1.2
Foam insulation ......... ........
1.7
1" T&G Ceiling
2.1
Miscellaneous ...:...:...........1.0
Total..............:...............17.5
psf
Project:
Location: 49475 Avenida Montero -Living Room Ridge Beam ,
Roof Beam
[2013 California Building Code(2012 NDS)].
7.5 INx15.51Nx24.OFT `
#2 - Douglas -Fir -Larch.- DryUse
Section Adequate By: 10.3% .
Controlling Factor: Moment
DEFLECTIONS Center
Live Load 0.37 IN L1778
Dead Load 0.46 in .
-Total Load 0.83 IN U349
Live Load Deflection Criteria: U240 Total Load Deflection. Criteria: U180•
REACTIONS A B
Live Load 1800 Ib . 1800 -Ib
Dead Load 2219 Ib 2219 Ib
Total Load 4019 Ib 4019 Ib
Bearing Length 0.86 in 0.86 in
BEAM DATA -
Span Length '24 ft
Unbraced Length -Top' 0 ft i
-Unbraced Length -Bottom 0 ft
Roof Pitch 4, :12
Roof Duration Factor 1.25
MATERIAL PROPERTIES
#2.-. Douglas -Fir -Larch
Base Values Adjusted
Bending Stress: Fb = 875 psi rb'= 1063 psi
Cd=1.25 CF=0.97..
Shear Stress: Fv = 170 psi. Fv' = 213' psi
. Cd=1.25
Modulus of Elasticity: E = 1300 ksi E' _ , ;1300° ksi
Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi
Controlling Moment: 24112 ft -Ib
12.0 ft from left support
Created by combining all dead and live loads.
Controlling Shear: -4019 lb
At support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 272.18 in3 300.31 in3
Area (Shear): 28.31 in2 116.25 in2
Moment of Inertia (deflection): •1201:72 in4 2327.42 in4
Moment 24112 ft -Ib 26605 ft -lb
Shear. =4019 Ib 16469 Ib
Page
Y�I z Bob Alcumbrac -
"' ,. Alcumbrac Architects
3
r Box 473 or
Thousand Palms, CA 92276
StruCalc Version 9.0.1.3 10/20/2014 8:19:19 PM
ROOF.LOADING;
Dead Load- psf `
Side One:
Tile.......................................10.0
Roof Live Load:
1/2" Plywood Sheathing ...........
1.5
Roof Dead Load:
1x6" Spaced Sheathing ... :........
1.2 -
Tributary Width:
Foam Insulation .......:...............0.2
2 . ft .
Side Two:
1" T&G Ceiling
2.1
Roof Live Load:
4x10" Rafters oQ 48" o.c.........
:4.2
Roof Dead Load:
Miscellaneous .........................1.0
20.2 psf '
Tributary Width:
Total.....................................20.2
psf
Page
Y�I z Bob Alcumbrac -
"' ,. Alcumbrac Architects
3
r Box 473 or
Thousand Palms, CA 92276
StruCalc Version 9.0.1.3 10/20/2014 8:19:19 PM
ROOF.LOADING;
Side One:
Roof Live Load:
LL =
20 • psf
Roof Dead Load:
DL=
20.2 , psf
Tributary Width:
TW =
2 . ft .
Side Two:
Roof Live Load:
LL =
20 psf '?
Roof Dead Load:
DL=
20.2 psf '
Tributary Width:
TW =
5.5 ft
Wall Load:
WALL=
0
Non -Snow Roof Loaded Area:
RLA =
180 plf
plf
SLOPEIPITCH ADJUSTED
LENGTHS AND
LOADS
Adjusted. Beam Length:
Ladj =
24 ft
Beam Self Weight:
BSW =
25 pif
.Beam Uniform Live Load:
wL =
150 ptf ,
Beam Uniform Dead Load:
wD_adj =
185 plf
Total Uniform Load:
WT =
335 pif ,
e
Project:
Bob Alcumbrac
Location: 49475 Avenida Montero - Second Bedroom Rafters Alcumbrac Architects
Roof Rafter L , ,Box 473 - of
(2013 California Building Code(2012 NDS)]' k 'Thousand Palms, CA 92276 .
�rf
1.5 IN x 7.25 IN x 18.5 FT (16.5 + 2) @ 16 O.C.
#2 - Douglas -Fir -Larch - Dry Use StruCalc Version 9.0.1.3 • 10/20/2014 7:56:28 PM
A
Section Adequate By: 3.5%
Controlling Factor: Deflection
DEFLECTIONS Center
Live Load 0.63
IN 0334
Uniform Roof Loading
Dead Load 0.49
in
........... 1.5 '
Total Load 1.12
IN U186
20
Live Load Deflection Criteria: U240 ' Total Load Deflection Criteria: U180
RAFTER REACTIONS
DL=
15
psf
LOADS
REACTIONS
Upper Live Load @ A
163 ,plf•
217 Ib
Upper Dead Load @ A
129 plf
171 Ib
Y Upper Total Load @ A
291 plf
388 Ib
Lower Live Load.@ B
207 plf
277 Ib
Lower Dead Load @ B
164 plf
219 ' Ib
Lower Total Load @ B
371 Of
495 Ib
A j3 I
Bearing -Length '0.41 in 0.53 in
RAFTER DATA, Interior Eave
Span Length 16.5" ft 2 ft
Rafter Pitch 4 :12
Roof sheathing applied to top of joists -top of rafters fully braced.
Sheathing/sheetrock applied to bottom of joists -bottom of rafters fully braced.
Roof Duration Factor 1.25 '
Peak Notch Depth 0.00
Base Notch Depth 0.00
MATERIAL PROPERTIES
#2 - Douglas -Fir -Larch
Base Values Adjusted
Bending Stress: Fb = 900 psi . Fb' = 1553 psi
Cd=1.25 CF= 1.20 Cr -1.15
Shear Stress: Fv = 180 psi FV _ 1225 psi
Cd=1.25
Modulus of Elasticity: E = 1600 ksi. E' = 1600 ksi
Comp.- to Grain: Fc -1= .625 psi Fc -1' = 625 psi
Controlling Moment: 1577 ft -Ib
8.083 Ft from left support of span 2 (Center Span).
Created by combining all dead loads and live loads on span(s) 2, 3
Controlling Shear: -379 Ib
16.128 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads onspan(s) 2, 3
Comparisons with required sections: Read Provided
Section Modulus: 12.19 in3 13.14 1n3
Area (Shear): 2.53 in2 10.88 02
Moment of Inertia (deflection): 46 in4 47.63 in4
Moment: 1577 ft -1b 1700 ft -Ib
Shear. -379 Ib 1631 Ib.
RAFTER LOADING
Dead Load - psf
Uniform Roof Loading
1/2" Plywood Sheathing
........... 1.5 '
Roof Live Load:
LL =
20
psf
"Roof Dead Load:
DL=
15
psf
Non -Snow Roof Loaded Area:
RLA-
0
sf
Slope Adjusted Spans And Loads
Interior Span:
L-adj = -
17.39
ft
Eave Span:
L-Eave-adj = .
2.11
ft
Rafter Live Load:
wL-adj =
24
plf
Eave Live Load:
wL-Eave-adj =
24
plf
Rafter Dead Load:
wD-adj = .
19
plf
Rafter Total Load:
wT-adj =
43
if
Eave Total Load:
wT-Eave-adj =
43
plf
Total......... ....:......................15.0 psf
Dead Load - psf
Tile.......................................10.0
1/2" Plywood Sheathing
........... 1.5 '
1" T&G'Ceiling .........................2.1
Insulation................................0.8
Miscellaneous ..........................0.6
Total......... ....:......................15.0 psf
Project:.'c%
Bob Alcumbrac
Location: 49475 Avenida Montero - Garage Rafters c�i� n :Alcumbrac Architects
Roof RafterM :Box 473 or
[2013 California Building C.ode(2012 NDS)] y 7iThousarid Palms, CA 92276 i
1.51Nx7.25INx16.5FT(14:5+2)@24 D.C.
#2 -'Douglas-Fir-Larch - Dry Use StruCalc Version 9.0.1.3 10/26/2014 12:56:30 PM
Section Adequate By: 2.9% '
Controlling Factor: Moment r
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.55 IN L/331
Dead Load. .0.35 in
Total Load 0.90 IN U203
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
RAFTER REACTIONS
#2 - Douglas -Fir -Larch
LOADS
REACTIONS
Upper Live. Load @ A
.142 plf
284 Ib
Upper Dead Load @ A
90 plf
.180 Ib
Upper Total Load @ A
232 plf
464 Ib
Lower Live Load @ B
188 pif
376 Ib
Lower Dead Load @ B
119 plf
237. Ib
Lower Total Load @ B .
307 pif
613 Ib
RAFTER SUPPORT DATA
A_ B Y
Bearing Length 0.50 in 0.65 in
RAFTER DATA InteriorEave.
Span Length 14.5 ft . 2 ft
Rafter Pitch 4 :12
Roof sheathing applied to top of joists -top of rafters fully braced.
Sheathing/sheetrock applied to bottom of joists -bottom of rafters fully braced.
Roof Duration Factor 1.25
Peak Notch Deptti 0.00
Base Notch Depth 0.00
MATERIAL PROPERTIES
#2 - Douglas -Fir -Larch
Base Values
Ad'us ed
Bending Stress: Fb = 900 psi
Fb' = 1553 psi
Cd=1.25 CF= 1.20 Cr -1.15
Shear Stress: Fv = 180 psi
Fv' = 225 psi
Cd=1.25
Roof Dead Load:
Modulus of Elasticity: E = 1600 ksi
E' = 1600 ksi
Comp. -L to Grain: Fc -1= 625 psi
R
Fc --L'='. 625 psi
Controlling Moment: 1651 ft -Ib
0
7.106 Ft from left support of span 2 (Center Span)
Slope Adjusted Spans And Loads
Created by combining all dead loads and live loads on span(s) 2, 3
Controlling Shear: 458 Ib
Interior'Span:
14.23. Ft from left support of span 2 (Center.Span)
?
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections: Reo'd
Provided.
Section Modulus: .12.76 in3
13.1.4 in3
Area (Shear): 3.05 in2.
' 10.88 in2
Moment of Inertia (deflection): 42.23 in4
47.63 in4
Moment: 1651 ft -Ib
1700 ft -Ib
Shear: -458Ib
1631 Ib
RAFTER LOADING
Uniform- Roof Loading
Roof Live Load:
LL =
20
psf 'f
Roof Dead Load:
DL=
12
psf t
Non -Snow Roof Loaded Area:
RLA =
0
sf
Slope Adjusted Spans And Loads
Interior'Span:
L-adj =
15.28
ft
Eave Span:
L-Eave-adj =
2.11
ft
Rafter Live Load:
wL-adj =
36
plf
Eave Live Load:
wL-Eave-adj =
36
pif
Rafter Dead Load: -
wD-adj =
23
pif
Rafter Total Load:
wT-adj =
59
pif
Eave Total Load:
wT-Eave-adj'=
59
pif
F
kF t i
MAIN " W�l
T"_
I M, I M rM N R_ LB lasw
�,�'" � PROPOSALS � �• '� Y � � ��
„K
j Client Contractor
Mara Truesdale - CA Lic # 859337
Project Address: 49475 Avenida Montero 40875 Carter Lane
La Quinta, CA 92253 Bermuda Dunes, CA 92203
P.714-743-1986 P.(760)-702-5984
E -Mail: ruaratruesdale@yahoo.com ( F. (760)-200-1676
_ Contact. Vincent Casella
E -Mail: wince@anbroofing.com.
Scope of Work: (Contractor will provide all materials and labor to complete the'following)
Installation of new standard weight concrete tile on home:
Contactor will haul away all debris, pay dump fees, secure permits, and manage the inspection process.
Contractor will coordinate/pay engineer and homeowner will reimburse contractor for all fees associated with engineering
including additional permit fees.
Cleaning of Roof Surface and Preparation:
Complete tear -off of existing roof (I. layer).
Pound/pull all roofing fasteners.
Inspect deck and blow clean.
Install 1/2 OSB over existing skip sheeting at W side of house and upper E deck and nail down.
Concrete Tile Roofing Installation:
Install new edge metal. Metal to be 26 gauge with baked enamel coating. Color: Brown
Install dual ply #40 tile underlayment fastened with metal cap nails, incorporating new galvanized flashings.
Install eave riser metal and ridge boards where applicable.
Install standard weight concrete tile (Brand/Color: Eagle Ponderosa Brown -Gray Range # 5687).
Tile weight is 9.71bs/square foot. -
Incorporate secondary, flashings during tile installation.
Tile to be installed per ICC: ESR 1900
Cut in and install 8 new passive attic vents.
r
Finalization of Roofing Installation and Clean-uQ
Cement ridge and install trim.
Install new counter flashing at chimney(s) if needed.
Seal all roof top projections and termination flashings and paint to match'roof color.
.Wash all clere story windows adjacent to roofing. t' '
Cost and Terms: (All pricingis 's for payment by check. Discount of 6% given for payments in cash.)
Cost of work to be completed: $ 33,800.00
40% Due at acceptance (for procurement of tile): $ 13,520.00-
25% Due upon passed 1 st inspection by The City of La Quinta: $ 8,450.00
35% Due upon passed final inspection by The City of La Quinta: $ 11,830.00
1.5 Year Workmanship Warranty
n
{
Mara Truesdale .49475 Avenida Montero, La Quinta
tion
Install file with random 2"stagger over entire home. Accepted: $ 3,150.00
Payment to follow schedule in Cost and Terms.
Schedule of Extras
Any. additional plumbing, HVAC, carpentry, and/or electrical to be billed at $75.00/hr + materials.
Cost of work does not include any engineering fees or plan review fees. '
All extras to be.paid upon completion of additional work.
Schedule of Work
Work to begin approximately and will take approximately 12 working days.
r
All material guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. ' Any alteration
or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge. This
proposal is subject to acceptance within 30 days and it is void thereafter at the option of the undersigned.
Contractor will not be responsible for interior damage and/or "nail pops" in drywall related to demolition of existing roofing/fooYtraffic.
Homeowner understands that finished surface of the urethane foam will not be perfectly smooth and that some slight unevenness is to be expected.
Notice to buyer: (1) Read this agreement before you sign it. (2) You, the buyer, may render this contract null and void by notifying the seller in
writing within three business days of the signed acceptance of the contract. Notice must be in writing and delivered to the physical address above. In the
event the buyer attempts to cancel this contract after the third day the seller has the right to recover all costs and/or lost profits associated with the
project. (3) Mechanic's Lien: In the,event the buyer does not make payment in full at the.completion of the working part of the agreement the
contractor, laborers, and/or materialmen have the right to file a mechanic's lien on your home or the structure where the work was finished. Release of mechanic's
lien will be provided, if requested, upon full payment of the project.
(4) It is recommended by the material manufacturer, and strongly suggested by the contractor, that the roof be recoated every 5 years for maximum longevity.
Acceptance of Proposal
Accepted: Q r� Signature:
Date: 2 Signature:
2.
r
r
1
r
All material guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. ' Any alteration
or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge. This
proposal is subject to acceptance within 30 days and it is void thereafter at the option of the undersigned.
Contractor will not be responsible for interior damage and/or "nail pops" in drywall related to demolition of existing roofing/fooYtraffic.
Homeowner understands that finished surface of the urethane foam will not be perfectly smooth and that some slight unevenness is to be expected.
Notice to buyer: (1) Read this agreement before you sign it. (2) You, the buyer, may render this contract null and void by notifying the seller in
writing within three business days of the signed acceptance of the contract. Notice must be in writing and delivered to the physical address above. In the
event the buyer attempts to cancel this contract after the third day the seller has the right to recover all costs and/or lost profits associated with the
project. (3) Mechanic's Lien: In the,event the buyer does not make payment in full at the.completion of the working part of the agreement the
contractor, laborers, and/or materialmen have the right to file a mechanic's lien on your home or the structure where the work was finished. Release of mechanic's
lien will be provided, if requested, upon full payment of the project.
(4) It is recommended by the material manufacturer, and strongly suggested by the contractor, that the roof be recoated every 5 years for maximum longevity.
Acceptance of Proposal
Accepted: Q r� Signature:
Date: 2 Signature:
2.