11-1229 (SFD)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA; CALIFORNIA 92253 `
BUILDING & SAFETY DEPARTMENT
'BUILDING PERMIT
Application Number: 11-00001229
Property Address: 56585 VILLAGE DR
APN: 7647050-.014- ..
Application description: DWELLING - SINGLE FAMILY DETACHED
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 347369 "
Owner:
BILL LAWSON
56585. VILLAGE DR
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/01/13
Contractor: LFI:NAN
g G 12013Applicant: Architect or Engineer: BARTER, BRUCE77 E. TORREMOLINOS DRIVE
RANCHO MIRAGE, CA 92270OF AQ01NTA(760)851-7356 CEDEPT,
Lic. No.: 931031
LICENSED CONTRACTOR'S DECLARATION - WORKER'S COMPENSATION DECLARATION.
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business a dProfessi als Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Cla o.: 931031 for by Section 3700 of the Labor Code,, for the performance of the work for which this permit is '
2 issued.
. (-"-'Date: l%rrContractor. _ _ 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
OWNER -BUILDER DECLARATION. insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier EXE Policy Number EXEMPT
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance,'also requires the applicant for the - person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if. I should bee�eltjeefto.t4e_ vv ers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3 00 of the Labor Code, I sh it those provisions.
that he or she 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 1$500).: Date: .Applicant:
(_ 1 1, 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 WAR NIN A,
L
U
RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.). APPLICANT ACKNOWLEDGEMENT '
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for .
pursuant to the Contractors' State License Law.)• whose benefit work is performed under or -pursuant to any permit issued as a result of this application,
(_ 1 I am exempt under Sec. , B.&P.C. for this reason 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. -
Date: Owner: 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 .. . __.
CONSTRUCTION LENDING AGENCY permit to cancellation. - -
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the above information is correct. I agree to comply with all
work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction authorize representatives
- of this county t enter upon the above-mentioned property iurposes.
Lender's Name: - -
' CDate: Signature (Applicant or Agent):—
Lender's Address: - `--
1
LQPERMIT - -
Application -Number
11-00001229
------ Structure Information
.3,867SF DWELLING/VB/RES-3/CLASS•A-FR/13D-----
Other struct info .
CODE EDITION 2010
# BEDROOMS
4.00
FIRE SPRINKLERS 13D
GARAGE.SQ FTG
753.00
_
PATIO SQ FTG
925.00
NUMBER OF UNITS.
1.00
1ST FLOOR SQUARE FOOTAGE 3867.00
Permit
BUILDING PERMIT
Additional desc .
Permit Fee
1507.50' Plan Check Fee*.
979.88
Issue Date
Valuation
`347396
Expiration Date
7/31/13
Qty Unit Charge
Per
Extension
BASE FEE
639.50
248.00 3.5000
THOU BLDG 100,.001-500,000
868..00
Permit
MECHANICAL
Additional desc
Permit Fee
149.00 Plan Check Fee
37.25
Issue Date
Valuation.
0.
Expiration Date .
7/31/13.
Qty Unit'Charge
Per
Extension
BASE FEE
15.00
y 3.00 .. 9.0000
EA MECH FURNACE <=100K_
27.00
1.00 9.0000
MECH B/C <=3HP/100K "BTU
9.00
2.00 16.5000
_EA
EA MECH B/C >3-15HP/>100K-50OKBTU
33.00
9.100 6.5000
EA MECH VENT FAN
58.50.
-1.00 6.5000
EA MECH EXHAUST HOOD
6.50
Permit.
ELEC-NEW RESIDENTIAL
Additional desc .
Permit Fee . . .
180:41 Plan Check Fee
45.10
Issue.Date
Valuation .. . . .
0
•Expiration Date
7/31/13 -
Qty Unit Charge
Per
Extension
BASE FEE
15.00
3867.00 .035Q
ELEC NEW RES - 1 OR 2 FAMILY
135.35
753.00 .0200
ELEC-GARAGE OR NON-RESIDENTIAL
15.06
1.00 15.0000
EA ELEC TEMPORARY POWER POLE
15.00
LQPERMIT • - -
-
Application Number ". . . 11-0000.1229
Permit . . .PLUMBING
,
Additional desc .
Permit Fee 234:75 Plan Check Fee ..
58.69
."Issue Date Valuation
0
Expiration Date 7/31/13
Qty" Unit Charge Per
Extension"
BASE FEE
15.00
26.00 6.0000 EA PLB FIXTURE
156.00
" 1.00 15.0000 EA PLB BUILDING SEWER
15.00
2.00 7.5000 EA" PLB WATER.HEATER/VENT
15.00
1.00 3.0000 EA" PLB WATER INST/ALT/REP.
3.00
1.00 9.0000 EA, PLB LAWN SPRINKLER SYSTEM
9.00
9.00 .7500"EA PLB GAS PIPE >=5
6.75
• 1.00 15.0000 EA PLB GAS METER
15.00
Permit GRADING PERMIT
Additional desc .
Permit Fee. 15.00 Plan Check Fee
.00
Issue Date Valuation . . .
. 0
Expiration Date 7/3.1/13
Qty Unit Charge Per
Extension
BASE FEE
15.00
Special Notes and •Comments `
3,867SF DWELLING/VB/RES-3/CLASS-A/13D-
4ENGINEERED] THIS PERMIT DOES NOT
INCLUDE BLOCK-WALLS, POOL, SPA, OR WATER
FEATURES. 2010 CALIFORNIA BUILDING
CODES.
January 23, 2013 4:24':34' PM AORTEGA
Other Fees ART IN PUBLIC PLACES-RES
368.42
BLDG STDS ADMIN (SB1473)
14.00
DIF COMMUNITY CENTERS-RES
104.00
' DIF.CIVIC CENTER- RES
1089.00
" ENERGY REVIEW."FEE
97.99
DIF FIRE PROTECTION-RES
612.00
GRADING'.PLAN CHECK FEE
15.00
DIF LIBRARIES -.RES
334.00
MULTI-SPECIES (MSHCP) .FEE
1254.00
DIF PARK MAINT FAC _ RES
51.00
-DIF PARKS/REC_- RES
1773.00
'STRONG MOTION (SMI) - RES
34.74
Application Number
11-00001229:
(- -------------------- - -
Other Fees .. .
- - -------------
. . . ..
---------------------------
DIF STREET MAINT TAC-RES
---------
158.00
bIF TRANSPORTATION - RES
3592.00
Fee summary
Charged
Paid Credited
Due -
Permit.Fee Total-
2086.66
.00 .00
2086.66
_ -.'_Plan. Check Total-
.-1120.92
500.00. - .00
_ _ 620..92--
Other Fee Total
9497.15
.00 .00
9497.15
Grand Total
12704.73
500.00 00
12204.73
~:Tit
P.O. BOX 1504 APPLICATION ONLY
Building' _5�5 V C L 78-495 CALLE TAMPICO
Address 67 E J,eLA QUINTA, CALIFORNIA 92253 '
.;, Owner
BUILDING: TYPE C NS OCC. GRP.
Mailing r^ i� -: , a ®•�� 9T i>/Ll
Address 7 I A.P. Number
TelLegal Description
Contracto - �= — "'�_ - J - Project Description _Sv �Jb d � " I 10 et✓LC.-
Addre•
::State Lic. - _. ' - - - ' 760 gip-dgb3 c
y Sq. Ft: No. NO. DW.
& Classif s. ; �1 r;. Lic. #; Size 3 ��� Stories Units
Arch.,` Engr.;: / ( New 2loo, Add ❑ Alter ❑ Repair ❑ Demolition ❑
Designer
+ Address ' Tel. ` L
.Cit plZip State
o. Lic. #
• LICENSED CONTRACTOR'S DECLARATION - r - - ..•'i +
I hereby affirm that I am icen under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of th u ' ss and Professions Code, and my license is in(J1force agd
effect. 0 / I I
A n. 4
SIGNATUR V DATE - ' • '-� ^ '
OWNER -BUILDER DECLARATION Estimated Valuation
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also • PERMIT AMOUNT
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 "Plan Chk. Dep.
for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects'
the applicant to a civil penalty cf not more than five hundred dollars ($500). Plan Chk. Bal. Y
O 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 Profes- # Const.
sions 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 Mech. A
that such improvements are not intended or offered for sale. If, however, the building or im• t
�. Electrical •
provement is sold within one year of completion, the owner -builder will have the burden of t 1 ,
proving that he did not build or improve for the purpose of sale). ° "Plumbingr r , f
❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct
i.
the project. (Sec. 7044, Busiress and Professions Code: The Contractor's License Law does SMI i ev 1
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) Grading _ • "
❑ 1 am exempt under Sec. B. & P.C. for this reason
; IA
Driveway Enc. t (>.+'
''r
.r. �.
UJIN
-r�:`yu
Date Owner Infrastructure' - --- "—
WORKER'S COMPENSATION DECLARATION. • r R
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 ,
O Copy is filed with the city. O Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM TOTAL
• WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation ' REMARKS `
or less). -
I certify that in the performance of the wo which this permit is issued, I shall not '
employ any person in any manner so as to asubject to Workers' Compensation Laws of
Califor fat c F r
Date
NOTICE TO APPLICANT If, after mak g this Ce ificate 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. ZONE: BY:
Minimum Setback Distances:
• CONSTRUCTION LENDING AGENCY + Front Setback from Center Line
I hereby affirm that there is a construction lending agency for the performance of the work Rear Setback from Rear Prop. Line
for which this permit is issued. (Sec. 3097, Civil Code.)
Lenders Name Side Street Setback from Center. Line
Lenders Address Side Setback from Property Line
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. FINAL DATE INSPECTOR
I agree to comply with all city and county ordinances and state laws relating to building t
construction, and hereby authorize representatives of this city to enter the above-mentioned `. a
property for inspection purposes. ♦ Issued by: Date c - Permit
Signature of applicant Date
Mailing Address Validated by:`
City, State, Zip - - .
r' Validation
f WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE
r
'4Coac!hella Valley Unified School District
This Box For District use only
.83-733 Avenue 55, Thermal, CA 92274 DEVELOPER FEES PAID r
(760) 398-5909 - Fax (760) 398-12240.
AREA: ` r AMOUNT / 70.
LEVEL ONE AMO .'T:
LEVEL &0 AMOLNT: MITIGATION AMOUNT:
COMMRND. AMOUWT:
GATE:
RECEIPT: fHECKM: �
I INITIA D
CERTIFICATE OF COMPLIANCE
(California Education Code 17620)
Project Name: Bill Dittman - Date: 05/1(106
Owner's Name: Bill Dettman Phone No. (530) 613-1173
Project Address: 56-585 Village Dr., La Quinta, CA
Project Description: 1 Single Family Dwelling
APN: 764-050-014 Tract #: Lot #'s:
Type of Development: Residential XX Commercial Industrial
Total Square Feet of -Building Area: 3,867 sq. Ft.
Certification of Applicant/Ownersi The person signing certifies that the above information i5xaprectand makes this stateinent under
penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/ eveloper.
Dated: 05/10%06 Signature:
SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN
:ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE)
Education Code • , Gov. Code Project Agreement Existing Not Subject to Fee
17620: 65995. Approval Prior to 1/1/87 Requirement
Number of Sq.Ft. 3;867 sq. ft.
Amount per Sq.Ft. S 2.63
Amount Collected $ '10,170.21
Building Permit Application Completed: Yes/No
y
By: Carey M.•Carlson, Asst. Supt., Business Services ,.
Certificate issued by: Leticia C. Torres Facilities Analyst Sig natu
NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEME T OF FE S
Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the
project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day, period to protest the imposition of these
Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to
advise you that the 90 -day protest period in'regard to such Fees or the validity thereof, commences with.the payment of the fees or performance of any other.
requirements as described in Section 66020 of the Government code. Additionally, the Amount of the fees imposed is as herein set forth, whether payable at this
time or in whole or in part prior to issuance of a Certificate of Occupancy. As In the latter, the 90 days starts on the date hereof. This Certificate of
Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up
to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject
of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate or Compliance...
- 1/16103 T
BrLt ih :OCC,User :3600
ORANGE COAST TITLE CO.
!l Sa51 o - ed
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
William Lawson
( uu ,4k as S
Comment:
Station Id :XX52
r
DOC # 2011-0133740
03/25/2011 e3:04P Fee:35.00
Page I of I
Recorded in Official Records
County of Riverside
Larry U. Ward
Assessor, County Clerk 8 Reeorder
�1�1111111f1
1111111111{1111111111111111111111111111111 .
V I A I l I 408 I 4Zb rt,vrc N(;Uht SMI- I NGMG --"-
A.P.N.: JD
764-050-014-ITRA k: Uo� Order T: CTY UNI
INTERSPOUSAL TRANSFER GRANT DEED
(Excluded from reappraisal under California Constitution Act 13 A Let seq.)
DOCUMENTARY TRANSFER TAX NONE This is an Interspousal Transfer and not a change in ownership under §63 of the Revenue and Taxation
code and Grantor(s) has(have) checked the applicable exclusion from reappraisal:
( ] From Joint Tenancy to Community Property
[ ] From One Spouse to Both Spouses
[X] From One Spouse to the Other Spouse
: [ ] From Both Spouses to the Other Spouse ,a34
[ ) Other:
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, GRANTOR Paige Lawson, Spouse of
Grantee
hereby GRANT(S) to William Lawson, a married man as his sole and separate property.
the following described property in the City of La Quinla, County of Riverside State of California, -
Lot 55 of Tract 28983, in the City of La Quinla, County of Riverside, as per map recorded in Book 285, Page(s)
76-82, of Maps, in the Office of the County Recorder of said County.
Document Date: February 18. 2011
Paige Lawson kk
SPATE OF k l )SS .
COUNTY OFp'gv)
On before me a notary public in and for said
state, personally appearedwho proved me on the basis of satisfactory avid ce to
be the persokwhose nam A�k
sscribed to the w``it'h'in instrument anal acknowle\dged to me that h she/ ey executed the same in s/he their
authorized capacity , om1 that by hi he their signature(c) on the instrument the persAi(s), or the entity upon behalf of whi t Y"C acted.
executed the instrument.
1 cenify r PEN LTY OF PERJURY under the la s of the State of California that the foregoing paragraph is true and correct.
W NESS d 1
AUG 21 2012
J. HATHAWAY ,
S nature rAn Camrtshaion/1812630
Motuln Puhlk - Ctllfonde (Seal)
10Rlvew C
nOaM)r
Conan. ExWros Nov 7 2011
RIVERSIDE,CA Page I of I Printed on 8/16/2012 1:41:23 PM
Document: DD 2011.133740 .
Bra.;1'&h :OCC,User :3600 Comment: Station Id :XX52
7 TITLE 10.
MANGE CO A S
RECORDING REQUESTED BY DOC # 2011-0133739
03/25/2011 03:04P Fee:18.00
AND WIZEN RECORDED MAIL TO: Page 1 of 2 Doc T Tax Paid
Recorded in Official Records
William Lawson County of Riverside
C� �5 Larry U. Yard,
Assessor, County Clerk & Recorder
�- C��,:�.,� G,�- 9�a s3 I IIIIII 1111111 IIT III 11111!1 III IIIIIII Ill IIIII IIII 1111 .
A.P.N.: 764-050-014-ITRA k: -Ardertdtr. "
GRANT
S R I U P E SIE I DA
I MISC LONG
RFD
COPY
A L 465 1 426 PCO
COR SMF
NCHG
,\
V
T: CTY
UNI
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX 1S: COUNTY $154.00
[ X 1 computed on full value of property conveyed, or
1 computed on full value I ss value of liens or encumbrances remaining at time of sale,
[ 1 unincorporated area: 1'K1 1 City of La Quinta , and -034 +
FOR VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged,
• William P Dettman, a Married man as his Sole and Separate Property
hereby GRANT(S) to William Lawson, a Married Man as his Sole and Separate Property
the following described prop y in the City of La Quinta, County of Riverside State of Califomia;
See Exhibit " : at(ac e d made a part hereof.
r
illia n ettman
Doctmtent Date: February 19, 2011
STATn OF CAI 1 )SS
COUNTY OF )
On before t�C� , , a notary pt:blic in and
for said state, personally appeared who proved to me on
the basis of satisfacto evidence to be the personN whose nam%( i. re wbscribed ro rhe within instrument and acknowledged to me th-Gshe/they
executed the sa e i hi her/their authorized capachy�e), and that b hi edtheir signature on the instrument the person, or the entity upon behalf of ,
which the person acted, executed the instrument. '
\\\
1 certify PENALTY OF PERJURY under the laws of rh Stam of California that the foregoing paragraph is true and correct.
WrltNESS s
Sig inn J. HATHA71A
Comedaelon tr191253"01
Maury Public - Seal)
RlvenldeCty
Cotten. a Nov 7.2011 r
' t
Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
RIVERSIDE,CA' `! Page I of 2 Printed on 8/16/2012 1:41:23 PM
Document: DD 201 1.133739
Branach :OCC,User :3600
Comment: Station Td :XX52
�r
The Management Trust
..., MONARCH GROUP DIVISION
January 30, 2013
WILLIAM LAWSON t '
80-733 CHERRY HILLS
LA QUINTA, CA 92253
RE: Architectural Submittal for 56-585 VILLAGE -DRIVE _ !•
Account#: 673857
Dear Homeowner,!? !
? The- Architectural' Review Committee for • VILLAGE AT THE PALMS has reviewed and APPROVED your revised
architectural submittal_ plans for new home construction per the plans, submitted based on the following conditions: 28' set.
back from property line is to be met and minimum floor area and lot coverage shall not exceed 40.01%.
' ARC approval of plans shall not constitute a representation, warranty, or guarantee that such plans and specifications
comply with engineering design practices or zoning and building ordinances, or other governmental agency regulations or-
restrictions.
r 'restrictions. The ARC shall not be responsible for reviewing,, nor shall .its approval of any plans or design, be deemed
approved from the standpoint of structural safety or conformance with building or other codes. By approving such plans
• and specifications, neither the ARC, the Members thereof, the Association, any Member thereof, their Board of Directors,
' any Members thereof, or the Declarant assumes any liability or responsibility therefore or for any defect in .the construction
or improvement from such plans or specifications. As provided in the CC&R's neither the ARC, the Association,. the Board
of Directors or the. Association or any Members thereof, not the Declarant or Developer shall be liable to any Member,
Owner, Occupant,`or•other. person or entity for any damage, loss or prejudice suffered or claimed on account of (1) the . f
approval or disapproval of any plans, drawings, or specifications, whether or not defective, or (2) the; construction or r
performance of any work whether or not pursuant to the approved plans; drawings, or specifications.
Your patience and cooperation with the architectural review process is . appreciated. If you have: any questions, please
contact the association at (760) 776-5100.
Sincerely, I
On behalf of the VILLAGE AT THE PALMS Architectural Review Committee4.The Management Trust - Monarch Group Division '
cc: Board of Directors
,
Unit File
39755 Berkey Drive, Suite'A, Palm Desert, CA 92211
4 CONNECTING PEOPLE TOTHE PROMISE pH: 760.776.5100 FAX: 760.776.5111
www.managemenurust.com
}
F—
O
IL
0
Q
I
m>
�
U
yi
H
N
L
m
�
�
cn
z
`LL
a�
Loi
a
v
o
t-
a
w
t
w
N_
N
I
Z
a
Lr.,
'W
V
W
J
�
Y
r.,
z
°z
U
w
J
Y
a
cn
Z
a
�
w
Li.
J
w
0
0
0
z
Q
W
Y
Q
}
y
!.0
�
S
�U
r
o
v
sv
a
r
n.
c
p
U
Q
Q .
Q
LA
pROTE�T�o
F� FARE PRp� tip,
W> C16 z
4( EXP.
&31 12
�TF
OF CAL\�R�'
c.i
a
'
0
V c�
❑- c
4j
k tQ �a
M
U
Z
OL
!tt
l�U
Z
p �i
-
Q-��
o
LO
�
q
�
O
111
,.q
0
zw.t
O
z
3w
-
0
Wui
N
"'
a
I
i
I
r.,
z
NOV-06-2013 WED 05,40 PM RIVERSIDE COUNTY FIRE. FAX NO, 17608637072 P,.01
Riverside County Fire Department Fire Protection Planning Section,,.
Rlvorldo Offlca: 2300 Markel St, Ste. 150, Rlvorlda, CA 02501 ft (951) 855-4777 Fax (851) 856.41188
palm Desen orfWe: 77.933 Las Montahw Rd., H 201 Palm Dc5en, CA 92211-4131 Ph. (760) 663-8886 Fax (76D) 863-7072 - r
Fire Department Clearance/Release
Date: 11 /6/2013
To: LA QUINTA B&S
Fax: .►
TracVParcel Map #: THE PALMS
Permit/Lot M L011 -RS -020 5.
Job Site Address: ` 56585 VILLAGE DRIVE
City, State, Zip LA QUINTA
�I Final For Recordation
Final for Alarm System
Final. for Fire Suppression System
Shell Final Only (No Tenant)
- rl Release For Residential Sprinkler Installation -
r] Building Plan.Check Fees. Paid, Water Requirement Met- if water applicable
r.
❑ _ Building Plan Check Fees Not Paid
Residential Sprinkler Plan'Check Fees Paid
Residential Sprinkler Plan Check Fees Not Paid
❑ Other Fees
❑ Fees Not Required 4
If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for
further assistance.
KOHL HETRICK
Print Name of Plan Reviewer/Inspector Approved Release
PSent By: Print Name
Form C-Roulsed 3I01/2C12
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CITIES OF:
BANNING
BEAUMONT
CALIMESA
CANYON LAKE
C OAC H E LLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
LAKE ELSIN ORE
LA QUINTA.
MENIFEE
MORENO VALLEY
PALM DESERT
PERRIS
RANCHO MIRAGE
RUBIDOUX CSD
SAN JACINTO
TE M EC U LA'
WILDOMAR
BOARD OF
SUPERVISORS:
BOB BUSTER
DISTRICT 1
JOHN TAVAGLIONE
DISTRICT 2
JEFF STONE
DISTRICT 3
JOHN BENOIT
DISTRICT 4
MARION ASHLEY
DISTRICT 5
...Arvoksm COUNTY FVRZ D '.
IN COOPERATION WITH
THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION
77-933 Las Montanas Rd., Ste: #201, Palm Desert, CA 92211-4131 a Phone (760) 863-8886
• 'Fax.(760) 863-7072
www.rvcfi.re.org
November 14, 2011
Innovative Fire Protection
8779 Cottonwood Ave #101' 20 /
Santee,. CA 92071,: 11
Re: Residential Fire Sprinkler Plan Review
The Lawson Residence 56-865 Village Dr. La Quinta, CA
The above referenced sprinkler plans have been reviewed and are. acceptable by the
Riverside County Fire Department and are approved with the following conditions:
1) Approval of these plans does not include the piping of the underground system. .
2) Permanently marked identification signs shall be attached to all control valves.
3) A'sign shall be located adjacent to the alarm bell worded as follows:
SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911
4) A warning sign, with minimum'/4 inch letters, shall be affixed adjacent to the
main shutoff valve and shall state the following:
WARNING: The water system for this home supplies fire sprinklers that
require certain flows and pressures to fight a fire. Devices that restrict the flow
or decrease the pressure or automatically shutoff the -Water to the.fire sprinkler
system, such as water softeners, filtration systems, and automatic shut-off valves,_
shall not be added to this system without a review of the fire sprinkler system by
a fire protections specialist. DO NOT remove this sign.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 11/4/2011 C:\HASS74\C4663.SDF
4JOB TITLE: LAWSON RESIDENCE TWO HEAD CAL'C-M. BEDROOM
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ_'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.'
TAG (PSI).. (PSI)' (GPM). (PSI) (GPM) (PSI)
1 81.0 75.6 500.0 81.0 31.2 65.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 31.2 GPM "
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE -STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT') (PSI) (GPM)
1 0.0 SOURCE 65.5 31.2
2 0.0 - - 58.2 - -
2A0.0 - - - - 45.2 - - -
R. 0.0 - - - 43.9 - - -
P 0.01 32.9 - -
3A 0.0 - - - - 31.7 - - - j
3B 1.0 HOSE STREAM 27,.8 5.0
3 3.5 - - - - 24.5 - -
4 6.5 - - - - 21.5 -
5: 10.5 - - 15.9'
6 12.5 - - - -' 10.4 -
6A 12.0 - 10.6 - -
7 12.5 - - - 9.3 - -
7A 12.0 K= 4.30 9.1 13.0
8 12.5 - - 9.3 - - -
8A 12,.0 K= 4.30 9.3 13.1
NOVZ4?0
SPRINKLER SYSTEM
HYDRAULIC ANALYSIS
Page 2
DATE:
11/4/`2011
C:\HASS74\C4663.SDF
JOB
TITLE:
LAWSON RESIDENCE
TWO HEAD
CALC=M.
BEDROOM
PIPE`DATA
PIPE
TAG
Q(GPM)
DIA(IN) LENGTH
PRESS.
END
ELEV.
NOZ.
PT
DISC. VEL(FPS)
HW(C)
(FT)
SUM.
NODES
(FT)
(K)
(PSI)
(GPM)'
FL/FT
(PSI)
(Pipe:
1
31:2
0.995
PL
20.00
PF
7.3
1
0.0
SRCE
65.5
.(N/A)
12.9
150
FTG
TG
PE
0.0
2
0.0
0.0
.58.2
0.0
0.253
TL
29.00
PV
Pipe:
2
FIXED PRESSURE LOSS
DEVICE
-2-
0.0
0.0
58.2
0.0
13.0 psi,
31.1 gpm
2A
0.0
0.0
45.2
0.0
'Pipe:
3
31.1
1.025
PL
3.00
PF
1.3
2'A
0.0
0.0
45.2
0.0
12.1
150
FTG
E
PE
0.0
'R
0.0
0.0
43:9
0A .
0.219
TL
6.00
PV
Pipe:
-4
FIXED PRESSURE LOSS
DEVICE
R
0.0
0.0
43.9
0.0
11.0 psi,
31.1 gpm
P
0.0
0.0
32.9
0.0
Pipe:
3
31.1
1.590
PL
35.00
PF
1.2
P
0.0
0.0
32..9
0.0
5.0
150
FTG
4L
PE
0.0
3A
0.0
0.0
31.7
.0.0
0.026
TL
47.00
PV
.Pipe,:
6
31.1
1.265
PL
1.0.00
PF
3.5
3A
0.0
0.0•
31.7.
0.0
8.0
150
FTG
E2TC
PE
-0.4
" 3B
1.0
H.S.
27:8
5.0
0.079
TL
44.00
PV
Pipe:
7
26.1
1.025
PL
3.00
PF.
2.2
-3B
1.0
H.S.
27.8
5.0
10.2
150
FTG
ET
PE
-1.1
3
3.5
0.0
24.5
0.0
0.158
TL
14.00
PV
Pipe:
3
26:1
1.049
PL
3.00
PF
1.7
3-
3.5
0.0
24.5
0.0
9.7
120
FTG
C
PE
-1.3'
4
6.5
0.0
21.5
0.0
0.214
TL
8.00
'PV -
Pipe:
a
26.1
1.101
PL
24.50
PF'
3.9 -
4
6.5
0.0
21.5
0.0
8.8
150
FTG
E3R
-PE
-1.7
5
10.5
0.0
15.9
0.0
0.112
TL
34.50
PV
Pipe:
10
13.7
1.101
PL
97.50
PF
4.6
5
10.5
0.0
15.9
0.0
4.6
150
FTG
2E5T
PE
-0.9
6,.
12.5
0.0
10.4
0.0
0.034
TL.
136.50
PV
Pipe:
11
0.0
1.101
PL
0.50
PF
0.0
6-•
12.5
0.0
10.4
0.0
0.0
150
FTG
TR
PE
0.2
6A
12.0
0.0
10.6
0.0
0.000
TL
6.50
PV
Pipe:
12
13.-7
1.101
PL
29.50
PF
1.1-
6
--2.5.
0.0
10.4
0.0
4.6
150
FTG
3R
PE
0.0
7
_2.5
0.0
9.3
0.0
0.034
TL
32.50
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
; DATE: 11/4/2011 C:\HASS74\C4663.SDF'
JOB TITLE: LAWSON RESIDENCE TWO HEAD CALC-M. BEDROOM
PIPE TAG Q(GPM) DIA(IN) LENGTH- PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 13.0 1.101 PL 2.50 PF 0.4
7 12.5 0.0 9.3 0.0 4.4 150 FTG 2TR PE 0.2
7A 12.0 4.3 9.1 13.0 0.031 TL 13:50 PV
Pipe: 14 0.7 1.101 PL 10.00 PF 0.0"
7, 12.5 0.0 9.3 0.0 0.2 150 FTG R .PE 0.0
8 12.5 0.0 9.3 0.0 0.000 TL 11.00 PV
Pipe: 15 13.1 1.101. PL 0.50 PF 0.2
8 12.5 0.0 9.3 0.0 4.4 150 FTG TR PE 0:2
8A 12.0 4.3 9.3 13.1 .0.031 TL- -6.50 PV
Pipe: 16 -12.5 1.101 PL 147.50 PF 5.7
8- 12.5 0..0 9.3 0.0 4.2 150 FTG 4E5T PE 0.9
5 10.5 .0.0 15.9 0.0 0.028 TL 200.50 ',,PV
NOTES (HASS):
(1) Calculations were performed by the'HASS 8.2 computer program
under license no. 16080621 granted by
HRS Systems, Inc..
208 South. Public Square
Petersburg, TN 37144
(,931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.008 gpm and a maximum
imbalance at any node of 0.114 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.9 ft/sec at pipe 1.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
SPRINKLER SYSTEM HYDRAULIC
ANALYSIS
Page 4
DATE: 11/4/2011
C:'\HASS74\C4663.SDF
,JOB TITLE:
LAWSON
RESIDENCE TWO HEAD CALC-M. BEDROOM
PAGE: A
MATERIAL: SCH40 HWC: 120
Diameter
Equivalent Fitting Lengths in
Feet
(in)
E
T L C B
G
A
D
Ell
Tee
1.049
2.00
5.00 2.00 5.00 6.00
1.00
1.00
1.00
PAGE: H
MATERIAL: CPVC HWC: 150
. Diameter
Equivalent Fitting Lengths in
Feet
(in)
E
T R K C
L
B
L
Ell
Tee TEERUN COUPLG
EL45
1.101
7.00
5.00 1.00 0.00 1.00
1.00
0.00
1.00
PAGE: I
MATERIAL: CPPR-L HWC: 150
Diameter
Equivalent Fitting Lengths in
Feet
(in)
E
T L C B
G
A
D
Ell
Tee
1.025
3.00
8.00 2.00 8.00 2.00
2.00
0.00
0.00
1.265
5.00
9-.00 2.00 11.00 2.00
2.00
0.00
0.00
PAGE: J
MATERIAL: S40PVC HWC: 150
Diameter
Equivalent Fitting Lengths'in
Feet -
(in)
E
T L C B
G
A
D
Ell
Tee
1.590
6.00
12.00 3.00 14.00 8.00
2.00
0.00
.0.00
PAGE: K
MATERIAL: CPPR-K HWC: 150
Diameter
Equivalent Fitting Lengths in
Feet
(in)
E
T L C B
G
A
D
.
Ell
Tee L
0.995
2.00
6.00 1.50 0.00 0.00
3.00
0.00
0:00
. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
-Dp,TE:. 11/4/2011C:\HASS74-\C:4663.SDF
,JOB TITLE: LAWSON RESIDENCE TWO HEAD CALC-M. BEDROOM
WATER SUPPLY ANALYSIS
Static: 81.00 psi Resid: 75.60,psi Flow:;500.0 gpm
r .
80 1:
G
A
U
G
2
:E' 60. C
r
P
R
•E ;
S 40.0
S'
U
R
E •.
(; 20.0
,p
• l ,
r
0.0
-14.7
•
LEGEND
Available ;pressure
80.97 ps-i ' @ • 31.2 gpm
Required pressure
65.54 -psi @ 31 2 ;gpm
A. Source Supply"Curve
B...System D6mand Curve
t .
4 ..
20C300400 500 600 700 800 , 900 1000 J
+' ,FLOW (GPM) ! -
SPRINKLER -SYSTEM HYDRAULIC
ANALYSIS
Page 1
!.` DATE:f11/4/2011
C:\HASS74\C4663.SDF
♦:'JOB TITLE: LAWSON RESIDENCE ONE HEAD'CALC-M. BATHROOM -
-
WATER'SUPPLY DATA
y SOURCE STATIC RESID.FLOW
AVAIL.
TOTAL
REQ'D
' NODE PRESS. PRESS. -@
PRESS. @
DEMAND
PRESS. ,
'.TAG (PSI) (PSI) (GPM)
(PSI)
(GPM)
(PSI) ,
81. 0 75.6 5001.0
'. 81.0'
23.0
61.3
`,:AGGREGATE FLOW ANALYSIS:
Y ',",.TOTAL . FLOW AT SOURCE
23.0 GPM
`
TOTAL•HOSE STREAM ALLOWANCE AT SOURCE
PM
0.0 GPM-
OTHER
OTHER HOSE STREAM ALLOWANCES
5.0 GPM
_
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
18.0 GPM
1•-` NODE ANALYSIS DATA
NODE TAG ELEVATION., NODE TYPE
PRESSURE
DISCHARGE
-
(PSI)
(GPM)
.. -1 0.0 SOURCE ..
61.3
23.0
2 0.0 - - - -
57.2
- - -
2A ` •0.0 - - - - -
44.2
P• 0.0 - - - -
32.4
- - -•
3A'• 0.0 - - - -
31.7
- - -
3B 1. 0 • • HOSE 'STREAM
'29.3
5.0
3 3.5 - - -` -
27:1
- - -
' 4 6.5 - - - -
25.0
510.5 - - - -
21.3
6 ; 12.5 - - - - l
17.7
- - -
�.
• 6A Y 12.0 K=-4.30
17.5
18`.0.
-
7 12.5 - - - - -
18.0
- - -
7A', 12.0 - - - -
18.3
- - _
8 12.5 - - - '-
18.2
8A' r 12!10 - - - -_
18.4
I
A
SPRINKLER
SYSTEM
HYDRAULIC ANALYSIS
Page 2
1 DATE: 11/4/2011
C:\HASS74\C4663.SDF,
}JOB TITLE:
LAWSON RESIDENCE
ONE HEAD
CALC-M.
BATHROOM
PIPE
DATA
-
PIPE
TAG
Q(GPM)'
DIA(IN) LENGTH
PRESS.
END
ELEV.
NOZ.
PT
DISC. VEL(FPS)
HW(C)
(FT)
SUM.
NODES
(FT)
(K)
(PSI)
(GPM)
FL/FT
(PSI),
Pipe:
1
23.0
0-.995
PL
20.00
PF
4.2
1
0.0
SRCE
61.3
(N/A)
9.5
150
FTG
TG
PE
0.0'
2
0.0
0.0
57.2
0.0
0.144
TL
29.00
PV
Pipe:
?
FIXED PRESSURE LOSS
DEVICE
2
0.0
0.0
57.2
0.0
13.0 psi,
23.0 gpm
2A
0.0
0.0
4.4.2
0.0
Pipe:
3
23.0
1.025
PL
3.00
PF
0.7
2A
0.0
0.0
44.2
0.0
8:9
150
FTG
E
PE
0.0
R
0.0
0.0
43.4
0.0
0.125
TL
6.00
PV
Pipe:
4
FIXED PRESSURE LOSS
DEVICE
R
0.0
0.0
43.4
0.0
11.0 psi,
23.0 gpm
P
0.0
0.0
32.4
0.0
Pipe:
5
23.0
1.590
PL
35.00
PF
0..7
P
0.0
0.0
32.4
0.0
3.7
150
FTG
4L
PE
0.0
3A
0.0
0.0
31.7
0.0
.0.015
TL
47.00
PV
Pipe:
6
23.0
1.2.65
PL
10.00
PF
2.0
3A
0.01
0.0
31.7
0.0
5.9
150
FTG
E2TC
PE
-0.4
3B
1.0
H.S.
29.3
5.0
0.045
TL
44.00
PV
Pipe:
"'
18.0
1.025
PL'
3.00'
PF
1.1
3B
1.0
H.S.
29.3
5.0
7.0
150
FTG
ET
PE
-1.1
3
3.5
0.0
27.1
0.0
0.079
TL-
14.00
PV
Pipe:
E
18.0
1.049
PL
3.00
PF
0.9
3
3.5
0.0
27.1
0.0
6.7
120'FTG
C
PE
-1.3
4
6.5
0.0'
25.0
0.0
0.107
TL
8.00
PV
Pipe:
S
18.0
1.101
PL
24.50
PF
1.9
4
6.5
0.0
25.0
0.0
6.1
150
FTG
E3R
PE
-1.7
5
30.5
0.0
21.3
0.0
0.056
TL
34.50
PV
Pipe:
10
10.4
1.101
PL
97.50
PF
2.8
5
10.5
0.0
21.3
0.0
3.5
150
FTG
2E5T
PE
-0.9-
12.5
0.0
17.7
0.0
0.020
TL
136.50
PV
Pipe:
11
18.0
1.101
PL
0.50
PF
0.4
6
12.5
0.0
17.7
0.0
6.1,
150
FTG
TR
PE
0.2
6A
12.0
4.3
17.5
18.0
0.056
TL
6.50
PV
Pipe:
12
-7.6
1.101
'PL
29.50
PF
0.4
6
12.5.
0.0
17.7
0.0
2.6
150
FTG
-3R
PE
0.0
-7
12:5
0.0
18.0
0.0
0.011
TL
32.50
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 11/4/2011 C:\HASS74\C4663.SDF
'JOB TITLE: LAWSON RESIDENCE ONE HEAD CALC-M. BATHROOM
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV.- NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 0.0 1.101 PL 2.50 PF 0.0
7 12.5 0.0 18.0 0.0•. 0.0 150 'FTG 2TR PE 0.2
7A 12,.0 0.0 18.3 0.0 0.-000 TL 13.50 PV
Pipe: 14' '-7.6 1.101 -PL 10.00 PF 0.1
7 12.5 0.0 18.0 0.0 2.6 150 FTG R PE 0.0.
8_. 12.5 0.0 18.2 0,0 0.011 TL 11.00 PV
Pipe: 15
0.0 1.101 PL 0.50 PF. U. -O
8 12.5 0.0 18.2 0.0 0.0 150 FTG TR PE 0.2'
8A, 12.0 0.0 18.4 0.0 0.000 TL 6.50 PV
Pipe:. 16 -7.6 1.101 PL 147.50 PF 2.3
8 12.5 0.0 18.2 0.0 2.6 150 FTG 4E5T PE 0.9
5 10.5 0.0 21.3 0.0 0.0.11 TL 200.50 PVA!
NOTES (HASS):
(1) Calculations were performed by the HASS 8.2 computer program]
under license no. 16080621 granted by .
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
,imbalance at each node of 0•.001-gpm and a maximum
imbalance at any node of,0.007 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 9.5 ft/sec at pipe,, 1.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) -PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
�•r' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
t! D$TE: 11/4/2011 C:\HASS74.\C4663.SDF
°JOB TITLE LAWSON RESIDENCE ONE HEAD CALC-M. BATHROOM
-PAGE: A MATERIAL: SCH40 HWC: 120 '
Diameter .{ Equivalent Fitting Lengths in Feet
(in). E T. L C B G A D t,
Ell Tee
1.049 '2..00 5.00 2.00 5.00 6.00 1.00 1.0.0 1.00
` ` �• " PAGE: H '' 4MATERIAL: CPVC HWC: 150 ,' n'
Y' Diameter Equivalent. Fitting Lengths -in Feet
(in) E T R 'K C L B ., L
El -1 Tee TEERUN COUPLG EL45
;1.101 7:00 5:00 1.00 .0.'00 1.00 1.00 0.00 1.00 `• r _
PAGE: I' MATERIAL: CPPR-L HWC: 150
Diameter Equivalent Fitting Lengths in Feet r
•(in) E T L C B G A• D r •'
Ell Tee +
1.025, 3.00- 8.00 2.00 8.00 2.00 2.00 0.00 -0.00
-1.265 a, 5.00 9.00 2.00 11.00 2.00 2.00 0.00. 0.00
:PAGE:_J MATERIAL: S40PVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
•(in) E T L C B G A. D
Ell Tee
..
1.5906.00 12.00 3.00 14.00 .8:00 2.00• 0.00 0'.00''.
PAGE K MATERIAL: CPPR-K HWC: 150
Diameter Equivalent Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee L r
0.995 2.00 6.00 1.50 0.00 0.00 3:00` 0.00 0.00
is , • _
n ♦ - -
• Vit. - i •. ` '
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page .5"
r DATE: 11/4/2011. C:\HASS74\d4663:SDF
-JOB TITLE: LAWSON RESIDENCE ONE HEAD CALC-M. BATHROOM
WATER SUPPLY ANALYSIS
Static: 81.00 psi Resid: 75.60 psi Flow: 500.0 gpm
ES -F 825Y
SPEC IFICATION SHEET , yx.7�jnBCO
Series 825Y
Reduced Pressure Zone Assemblies
Size: 3/4" - 2" (20mm - 50mm)
The FEBCO Series 825Y Reduced Pressure Zone Assemblies are used
to protect against high hazard (toxic) fluids in water services to industrial
plants, hospitals, morgues, mortuaries, and chemical plants. They are also
used in irrigation systems, boiler feed, water lines and other installations
requiring maximum protection.
Features
• Ultimate mechanical protection of potable water, against hazards of
cross -connection contamination.
• Meets all specifications of AWWA, ASSE, CSA and approved by the
Foundation for Cross-Gonnection Control and Hydraulic Research at the
University of Southern California.
• Flow curve generated by the Foundation of Cross -Connection Control
and Hydraulic Research at the University of Southern California.
• Modular relief valve for ease of maintenance.
• Simple Service procedures" All intemal parts serviceable in line.
• Low head loss.
• Spring loaded 'Y' type check valves.
• Intemal relief valve pressure sensing passages.
• Replaceable seat rings on all sizes.
• End connection — NPT ANSI / ASME 81.20.1
Specifications
The reduced pressure zone assembly shall consist of two independently
operating, spring loaded, 'Y' pattern check valves and one hydraulically
dependent differential relief valve. The assembly shall automatically reduce
the pressure in the 'zone' between the check valves to at least 5psi lower
than inlet pressure. Should the differential between the upstream and the
zone of the unit drop to 2psi, the differential relief valve shall open and main-
tain the proper differential.
Mainline valve body and caps including relief valve body and cover shall
be bronze. Check valve moving member shall be center stem guided. All
hydraulic sensing passages shall be internally located within the mainline and
relief valve bodies and relief valve cover. Diaphragm to seat area ratio shall
be 10:1 minimum. Relief valve shall have a removable seat ring. Check valve
and relief valve components shall be constructed so they may be serviced
without removing the valve body from the line. All seat discs shall be revers-
ible. Shutoff valves and test cocks shall be full ported ball valves.
The assembly shall be rated to 175psi (12.1 bar) working pressure and water
temperature range from 320F to 140"F (O°C - 600C).
The assembly shall meet the requirements of ASSE Standard 1013; AWWA
Standard Code C511; CSA Standard 864.4; and approved by the Foundation
for Cross -Connection Control and Hydraulic Hydraulic Research at the
University of Southern California.
Job Name
Job Location
Engineer
Approval
Operation
In a flow condition the check valves are open with the pressure between
the checks, called the zone, being maintained at least 5.Opsi lower than the
inlet pressure and the relief valve is maintained dosed.
Should abnormal conditions arise under no flow or reversal of flow, the
differential relief valve will open and discharge to maintain the zone at least
2psi lower than the supply.
When normal flow resumes, the zone's differential pressure will resume
and the relief valve will close.
Typical Installation
Reduced pressure zone assemblies should be installed with minimum
clearance of 12' (300mm) between relief valve discharge port and floor or
grade. They must be installed where discharge will not be objectionable
and can be positively drained away. They should be installed where eas-
ily accessible for testing and maintenance and must be protected from
freezing. Thermal water expansion and/or water hammer downstream of
the backflow preventer can cause excessive pressure. Excessive pressure
situations should be eliminated to avoid possible damage to the system
and assembly.
Refer to local codes for speck installation requirements. Some codes
may prohibit vertical installation.
30" Max. (700mm)
12" Min. (300mm)
No
Flow
Contractor
Approval
Contractor's P.O. No.
Representative
FEBCO productspecifications in U.S. customary unite and metric are approximate and are provided for reference only, For precise mea=
surements, please contact FESCA, FESCA reserves the right to change or modify produet design# constrHetlen, 8p®61floofl®ns, Of M81SHO li
Capacity Temperature — Pressure
- Maximum working pressure: 175psi (12.1 bar)
138 �' '/a" (20mm) Hydrostatic test pressure: 350psi (24.1 bar) "
1,
" 0 103 15 Temperature range: 32°F to 140"F (0°C to 60°C)
,o Materials r ,
34 5 0 5 10 15 20 25 30 gpm Main valve body: Bronze
0 19 38 57 76 95 114 ram Relief valve body: Bronze
f 5 75 10 15 fps
15 23 3.1 4.6 mps Elastomers: Nitrile Seat Discs
kPa psi ' 1" (25mm) 1 Diaphragms: Nitrile, fabric reinforced
13e 20 Springs: Stainless Steel
' t00 15 Approvals 'Standards
m 10
• Approved by the Foundation for Cross -Connection Control and
34 5 ]I]- Hydraulic Research at the University of Southern California.
010 20 30 4o 50 60 gpm
0 38 76 114 151 190227 Ipm • AWWA C511 Conformance t
5' 75 10 15 20 fps 1 •
o.. ^ 15 23 3.1 45 6.1 , mps a
kPa PSi 1'h" (40mm) A ® U PC
138 ?D O � � r • -.
103 15 1013 864.4
_ 69 10
34 5
0 - 211 60 80 100 120 gpm r
0 76 - 151 227 304 379 450 Ipm
5 75 10 15 fps
{ " 15 23 3.1 4.6 mps a
'; .. Id'a psi r 2" (50mm) -
138 20
0 103 15 -
' s 69 10
5
0 40 80 120 160 200 240 gpm
f 0 151 304 454 606 760 910 Ipm •'
5 7.5 10 15 20 fps
15 23 11 4b 6.1 mps Side View -
---------------- A-----------
B`
.Dimensions -Weights - ' •--------� � --- ~
Size: %" - 2" (20 - 50mm)
IGHT�.r'
SiZCt(DN) r�MENS�ONS 3r e
ti.: fie.,•nrc�k., �x...*�;' �.✓ s r,F•s.._...-rn.. a'4°s.`.c M.�A.t: ,.�, ,,vv,,,x.�yc0.. - C ,
" A B. C D' E -
iin. mm in. mm In. I mm in. I mm in, mm in. mm lbs. kgs.
3Y4 20 12 305 73Y4 197. 3'/a 833'/a 1 83 1 41A 11051 11.51 5.2 p
1 25 123/4 324 73/4 197' 31/a 83 31/a 83 41% 105 12.5 5.7 w.
114 - 40 -17 432 1OIA 267 444 114 41h 114 5 127
26,5T1 2.0 `
2 50 17�i 451 1 101A 267 4)F 114 41h 1114 1 5 1127 129.0113.0 a Top View
* B Dimension is less shutoffs'
Note: Weights shown are approximate. Dimensions shown are nominal,` '
allowance must be made for normal manufacturing tolerances. E
FEBCO •9001-2000
® CERTIFIED "
A Watts Water Technologies Company USA 4381 N. Brawley • Ste.102 • Fresno, CA • 93722 • Tel. (559) 441-5300 • Fax: (559) 441-5301 • www.FEBCOonline.cam
Canada: 5435 North SeMce Rd. • Burlington, ONT. • L7L 5H7 • Tel. (905) 332-4090 • Fax: (905) 332-7068 • www.FEBCOonline.ca
Bulletin 006Rev. F
Model RFC30 (SIN RA0611) °afj,,t y , c°
M d 1 RFC43 SIN RA0612
3{`
. p
Model RFC49 (SIN RA0616) o
lei
Ja
33' Residential Flat Concealed "' 33
r •
,
E
Sprinklers , '; `iy
• `
.�{
A Residential Flat,Concealed
�'.
S rinklerengineered fora minimum�
q ♦
J 3
- ry . design density of 0.05 gpnVW with
♦
low GPM requirements.,,zk�
••( JGk.yi/Gr,
. .
• ♦ _ F
Y
Features ° ' . .
M• .: » � , r.. 3 t u ;dL;3g
1.: Very low water flow requirements. r
E;
{ 2.'/2"-(13mm) Total adjustment:
Thread -On Thread -Off or Push-On%Thread
Off cove tion:-
r attachment option;
`
r
`` 4. Smooth aesthetic ceiling profile. " • -
-
'
�s- 5. Available in bra's§, chrome and black plated
,
7 n
�• or -painted finishes.
v •
i� r !•'
,`
J • - ♦ .
•
J .
t i
" 'Listings & Approval ,
PP
r -�
~}
I. Listed by Underwriters Laboratories, and
.'
f=' certified by UL for Canada (cULus)„
{+; 2. NYC MEA 258-93-E
UL Listing Categories
.
14"W J
y
Residential Automatic Sprinklers
UL Guide. Number
Product . Descri tion
I :Model RFC30, RFC43 and RFC49 Concealed Residen-
the most dependable fire protection available, an automat
'
tial Sprinklers are fast response residential fusible solder
is sprinkler system. ,
link automatic sprinklers. Residential sprinklers differ from
The RFC30, RFC43 and RFC49 are UL Listed Residential
• _ standard sprinklers primarily in their response time and
Sprinklers to be installed-in'the residential portions.of any
water distribution patterns.
occupancy in accordance -with NFPA 13,13R, & 13D. ,
Model RFC30, RFC43 and RFC49 sprinklers discharge
The RFC30, RFC43 and RFC49 can reduce the need for I
water, in a hemispherical pattern below the sprinkler de '
precise cutting of drop Hippies. E The threaded cover plate
.a fflectbr. Residential distribution patterns are higher and
assembly can be•adjusted without tools to fit accurately
generally contain a finer droplet size than standard sprin-
' against the. ceiling. The fire protection system need not be
kler patterns. -
,shut down to a. djust or remove the cover -plate assembly. 1.
The combination of speed of operation and high dis-*
,.
• ' ' ,
Application and Installation '
' charge pattern required for residential sprinklers has•dem-
s
, Y
The RFC30, RFC43 and RFC49, for residential installa-
I
. anstrated, in fire testing, an ability for controlling residen-
tions,
tions, use a 165°F (740C) fusible solder link in a tuning fork
tial fires, and thereby providing significant evacuation time
`.
style sprinkler frame with a drop-down deflector. '-This as-'
,. for occupants.
.� ..I The RFC30; RFC43 and RFC49 Sprinklers provide the
sembly is recessed into the ceiling and concealed by a flat
best form of fire protection by combining an attractive ap- '
cover plate. The cover plate is attached to the skirt, using ,
' pearance and'/i",(13rrim) of cover adjustment for ease of
1350F (57°C) ordinary temperature, classification', solder. -
installation.' The small diameter cover plate is easily. and
When the ceiling temperature ,rises, the solder,_ holding._
..
positively attached and blends into the ceiling, concealing
-the cover plate releases the cover allowing the deflector
the inside
to drop into position and ,exposing sprinkler to,��f
4 r
y ° The. Reliable Automatic. Sprinkler: Co", Inc..; 1:03 Fairview Park. Drive, Elmsford, New.. York 1.0523
ceiling temperature. The subsequent operation of the sol-
der link opens the waterway and causes the deflector to
drop into position to distribute the discharging water in a
hemispherical pattern below the sprinkler deflector. Any
adjustment of thread engagement between the cover
plate and cup will assure that the drop-down deflector is
properly located below the ceiling. The residential distri-
bution pattern contains a finer droplet size than a standard
sprinkler, and the pattern produces significantly higher
wall wetting.
After a 2% inch diameter hole is cut in the ceiling, the
sprinkler is to be installed with the Model FC Wrench.
When installing a sprinkler, the wrench is first positioned
into the sprinkler/cup assembly and around the hexagonal
body of the sprinkler frame. The Wrench must bottom out
against the cup in order to ensure proper, safe installation.
The sprinkler is then tightened into the pipe fitting. When
inserting or removing the wrench from the sprinkler/cup
assembly, care should be taken to prevent damage to
the sprinkler. DO NOT WRENCH ON ANY OTHER PART
Temperature Rating
OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30,
RFC43 AND RFC49 CONCEALED SPRINKLERS MUST
BE INSTALLED ONLY WITH 135°F RATED COVERS.
Note: A leak tight 1/2" NPT (R1/2) sprinkler joint can be ob-
tained with a torque of 8-18 ft -lbs (10,8 - 24,4 N -m): Do not
tighten sprinklers over maximum recommended torque. It
may cause leakage or impairment of the sprinklers.
Cover assemblies provide up to 'h" (13mm) of adjust-
ment. Turn the cover clockwise until the flange is in con-
tact with the ceiling. For the push-on/thread-off option, the
cover assembly is pushed onto the cup and final adjust-
ment is made by turning the cover clockwise until the skirt
flange makes full contact with the ceiling. Cover removal
requires turning in the counter. -clockwise direction.
In ceilings that have a plenum space above the. sprinkler,
the plenum space may have neutral or negative pressur-
ization but must not be positively pressurized. Inspect all
sprinklers after installation to ensure that the gap between
the cover plate and ceiling and the 4 slots in the cup are
all open and free from any air flow impediment.
Sprinkler
Cover Plate
Max. Ambient Temp.
165°Fl74°C
135°F/57°C
100°F/38°C
Installation Data: RFC30 (SIN.RA0611)
Thread
Size
inch (mm)
K Factor
Sprinkler
Spacing
ft, (m)
Maximum
Distance to
Wall
ft. (m)
Minimum
Distance between
sprinklers
ft. (m)
Minimum Required
Sprinkler Discharge
Flow
gpm (Lpm)
Press.
psi (bar) ,
'h" (15mm)
'h" (15mm)
3.0
3.0
12 x 12 (3.6x3.6)
14 x 14 (4.3x4.3)
6(1.83)
7(2.13)
8(2.43)
8(2.43)
9(34.1)
10 (37.8)
9.0 (0.62)
11 (0.76)
Note: 1 bar = 100 Kpa
Installation Data: RFC43 (SIN RA0612)
Thread
Size
Inch (mm)
K Factor
Sprinkler
Spacing
ft. (m)
Maximum
Distance to
Wall
Minimum
Distance between
sprinklers
Minimum Required
Sprinkler Discharge
Flow
Press.
ft: (m}
ft: (m)
gpm (Lpm)
psi (bar)
h" (15mm)
4.3
12 x 12 (3.6x3.6)
6(1.83)
8(2.43)
12 (45)
7.8 (0.54)
'h" (15mm)
4.3
14 x 14 (4.3x4.3)
7(2.13)
8(2.43)
13 (49)
9.1 (0.63)
'h" (15mm)
4.3
16 x 16 (4.9x4.9)
8 (2:43)
8(2.43)
13 (49)
9:1 (0.63)
'h" (15mm)
4.3
18 x 18 (5.5x5.5)
9(2.74)
8(2.43)
18 (68)
17.5 (1.21)
'h" (15mm)
4.3
20 x 20 (6.0x6.0)
10 (3.05)
8 (2.43)
21 (79)
23.8(l.64)
Note: 1 bar = 100 Kpa
Installation Data: RFC49 (RA0616)
Thread
Size
Inch (mm)
K Factor
Sprinkler
Spacinngg
ft• (m)
Maximum
Distance to
Wall
Minimum
Distance between
sprinklers
Minimum Required
Sprinkler Discharge
Flow
Press.
ft. (m)
ft. (m)
gpm (Lpm)
psi (bar)
4.9
12 x 12 (3.6x3.6)
6(1.83)
8(2.43)
13 (49)
7.0 (0.48)
'h'(15mm)
4.9
14 x 14 (4.3x4.3)
7(2.13)
8(2.43)
13 (49)
7.0 (0.48)
'h' (15mm)
4.9
16 x 16 (4.9x4.9)
8(2.43)
8(2.43)
13 (49)
7.0 (0.48)
'h" (15mm)
4.9
18 x 18 (5.5x5.5)
9 (2.74).
8 (2.43).
17 (64.3):
12.0 (0.83)
'h" (15mm) 1
4.9
20 x 20 (6.04.0)
10 (3.05)'
8(2.43)
20 (75.7)
16.7(l.14)
Note: 1 bar =100 Kpa
IFORSLOPED CEILING APPLICATIONS SEE RASCO BULLETIN -036 I
2.
Y
Maintenance
Model RFC30, RFC43 and RFC49 Concealed Sprinklers
should be inspected quarterly and the sprinkler system
maintained in accordance with NFPA 25. Do not clean
sprinklers with soap and water, ammonia or any other
cleaning fluids. Remove dust by using a soft brush or gen-
tle vacuuming. Remove any sprinkler cover plate assem-
bly which has been painted (other than factory applied) or
damaged in any way. A stock of spare sprinklers should
be maintained to allow quick replacement of damaged or
operated sprinklers. Prior to installation, sprinklers should
be maintained in the original cartons and packaging until
used. to minimize the potential. for damage to. sprinklers
that would cause improper operation or non -operation.
Model RFC30, RFC43 and RFC49 Residential
Concealed Sprinkler Specification
Sprinklers shall be cULus Listed low flow residential con-
cealed sprinklers with drop-down deflector and adjust-
able flat cover plate engineered for a minimum design
density of 0.05 gpm/ft2. Sprinkler frame and deflector
shall be of bronze frame construction having a %2" NPT
thread. Thermal element shall consist of an approved
black -painted beryllium -nickel fusible solder link with
symmetric lever mechanism, maintaining a Teflon -coated
Belleville spring washer and machined brass cap water
seal assembly containing no plastic parts. Sprinkler
K -factor shall be nominal 3.0 (44), 4.3 (62.4), and 4.91
(70) having a5/16", 3/8' and 7/,s' orifice. Temperature rating
shall be Ordinary 165°F (74°C); cover plate temperature
rating to -be 1350F (570C). Cover plate assembly shall
1-x
1/2- REDUCING
TEE OR ELBOW
2J' (58.42-m] DIA
CEILING
' [12.70mm] MAX j�
COVER ADJUSTMENT / I
CCP COVER PLATE
ASSEMBLY
consist of a brass cover plate and copper alloy retainer
flange allowing a 1/2" cover plate adjustment. Any secure
engagement between the cover plate and the cup will
assure that the drop-down deflector is properly located
below the ceiling. A plastic protective cap shall be
provided and -factory installed inside the sprinkler cup
to protect the drop-down sprinkler deflector from dam-
age, which could occur during construction before the
cover plate is installed. Standard cover finish: [Chrome]
[White] [Specialty — specify]. Residential concealed
sprinklers shall be Reliable Model RFC30, SIN RA0611
(Bulletin 006), Model RFC43, SIN RA06.12 (Bulletin 006)
or Model RFC49, SIN RA0616 (Bulletin 006).
Ordering Information Cover Plate Finishes ( )
Specify: Standard Finishes
1. Sprinkler Model
2. Cover Plate Finish chrome
Fite
3. Thread -On or
Special Application
Finishes
Bright Brass
Black Plating
Black Paint
Off White
Satin Chrome
Push -On Feature
2' (50.8mml MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
COVER PLATE 112" (12.7mm ADJUSTMENT
3.
006FW FA
(1) Other colors and finishes avail-
able. Consult factory for details.
Note... Paint or any other coatings
applied over the factory finish will
void all approvals and warran-
ties.
0Reliable.1111I.For Com iete Proiec.
Reliable offers a wide selection of'sprinkler components. Following are some. of the many
precision -made Reliable products that guard life and property from fire around the clock.
e Automatic sprinklers
. Deluge.valves
..Flush automatic sprinklers
• Detector, check valves
• Recessed automatic sprinklers
• Check valves
• Con.oeajed. automatic sprinklers
Electrical system w
• Adjustable. automatic sprinklers
• Sprinkler emergency cabinets
Dry automatic sprinklers
• Sprinkler wrenches
• Intermediate level sprinklers.
• Sprinkler escutcheons and guards
• Open sprinklers
Inspectors test connections
•Sp ray nozzles
• Sight drains
• Alarm valves
• Ball drips and. drum drips,
• Retarding chambers
*'Control valve seals
.Dry pipe valves
•Air maintenance devices
•. Accelerators fo(dry pipe valves
• Air compressors
• Mechanical sprinkler alarms
Pressure gauges Identification signs
• Electrical sprinkler alarm switches
• Fire department connection
• Water flow detectors
The ecluipment.presented..-this .bulletin:is to be installed:iri accordance with..the Iatest.published..StandTo$ of�the National.: ire Protection..A$spciation. Factory.
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Productsrnanufactured and distributed by Reliable have been protecting Irfe and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
The Reliable Automatic Sprinkler Co., Inc. Recycled
®... Paper
(800) 431-1588 Sales Offices
(800) 848-6051 Sales Fax Revision lines indicate updated or new data.
(914) 829-2042
Corporate Offices
www.reliablesDrinkler.com Internet Address EG. Printed inU.s.A 02/11, PM 999997o261
Bulletin 135 Rev. H
m
Model F1
Residential Spriniders for
Design Density of .05 gpmfft2 CD
Model F1 Res Sprinklers engineered for the lowest flows
to meet the minimum design density of .05 gpm/ft2-
Types: y
y
1. F1 Res 30 Pendent �: •��,e - . z . ,,. - ..
2. F1 Res 30 Recessed Pendent/F2
3. F1 Res 30 Recessed Pendent/FP F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76-
4. F1 Res 49 Pendent Recessed Pendent/ F1 Recessed Pendent / FP
5. F1 Res 49 Recessed Pendent/F1
6. F1 Res 49 Recessed Pendent/FP
7. F1 Res 58 Pendent
8. F1 Res 58 Recessed Pendent/F1
9. F1 Res 58 Recessed Pendent/FP
10. F1 Res 76 Pendent
11. F1 Res 76 Recessed Pendent/F1
12. F1 Res 76 Recessed Pendent/FP
13. F1 Res 30 CCP Pendent
14. F1 Res 49 CCP Pendent
15. F1 Res 58 CCP Pendent
16. F1 Res 76 CCP Pendent
17. F1 Res 44 HSW
18. F1 Res 44 Recessed HSW/F2
19. F1 Res 58 HSW
20. F1 Res 58 HSW Recessed HSW/F2
21. F1 Res 44 SWC
Listings & Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
2. NYC MEA 258-93-E
Slope Ceiling Approvals: Refer to Bulletin 035
Sprinklers for .10 Density: Refer to Bulletin 176
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6,516,893 applies to the
Model F1 Res 49 & 58 Pendent Sprinklers
Product Description
Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are
fast response sprinklers combining excellent durability,
high sensitivity glass -bulb and low profile decorative de-
sign. The F1 Res Horizontal Sidewall sprinklers (Figs. 5, 6
& 7) are equally attractive when above ceiling piping can-
not be used.
yak{
F1 Res 30, 49, 58 & 76 F1 Res 44 & 58
CCP Pendent Recessed HSW/F2
The 3mm glass -bulb pendent sprinklers permit the effi-
cient use of residential water supplies for sprinkler cover-
age in residential fire protection design.
The low flow F1 Res sprinklers are specially engineered
for fast thermal response to meet the sensitive fire protec-
tion application needs of the latest residential market stan-
dards (UL 1626 Standard). Upon fire conditions, rising
heat causes a sprinkler's heat -sensitive glass -bulb to shat-
ter, releasing the waterway for water flow onto the deflector,
evenly distributing the discharged water to control a fire.
Technical Data:
• Thermal Sensor: Nominal 3mm glass -bulb
• Sprinkler Frame : Brass Casting
• Sprinklers' Pressure Rating: 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size: Y2" NPT (RI/2)
• K -Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler
4.9 (Actual) - F1 Res 49 Pendent Sprinkler
5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler
7.6 (Actual) - F1 Res 76 Pendent Sprinkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
• Density: Minimum 0.05 gpm/ft2
The Reliable Automatic Sprinkler Co., Inc., .103 Fairview Park Drive, Elmsford, New York 10523
Application Installation
Model F1 Res Sprinklers are used for Residential Fire Pro Models F1 _Res sprinklers are to be installed as"shown:
tection according to UL 1.626 Standard'. Be sure that ori- Model F1, 'F2 and FP Escutcheons, illustrated herewith;
fice size, temperature rating, deflector style and"sprinkler are the only recessed escutcheons to be used with Model
type are in accordance with the"latest published standards: F1 Res sprinklers. Use of any other recessed escutcheon,
of The National Fire Protection Association or the approving will void all approvals and warranties. For installing Model
authority having jurisdiction. F1 Res Pendent sprinklers.use only the Model 0 sprinkler
• Model F1. Res 30 Recessed Pendent/ F2
r F1 escutcheon. 3/4" (19mm) adiiustment
Fig. 1 Fig. 2
Wrench; for installing Models F1 Res Recessed Pendent, Escutcheon*, F1 or F2, Data:
CCP & SWC sprinklers use only the Model GFR2 sprinkler
wrench; for installing Model F1 Res Recessed HSW sprin-
klers use only the Model GFR2 Sprinkler Wrench. Use of
wrenches other than those specified may damage these
sprinklers. Install F1 Res 44 with a ceiling to deflector dis-
tance of 4" - 12". Flow arrow on deflector must point away
from near wall and "Top" marking must face ceiling.
Adjustment
:.A„
Face of fitting
Type
Inch (mm)
Inch (mm)
toceiling
F1
3/4(19.0)
Min.=3/4" (19.1)
Max.=1'/2" (38.1)
(4.7-24.0)
F2
1/2(12.7)
Min.=s/s" (23.8)
1%_ "h6
Max.=1'/z" (38.1)
(4.7 -17.4)
Thread
Nominal Orifice
Sprinkler
Max.
Max.
Actual
Sprinkler
' Size
Inch (mm)
Temp. Rating
Pressure
Ambient Temp.
K
Length -
°F
°C
OF
°C
4.9
2.25 (57)
psi bar + .
Factor
Inch mm
'h" NPT
R/z
zi/,- (8.2)
155
. 175
68
79
175 (12)
100
38
3.0
2.25 (57)' '
Deflector - to - ceiling t.
Maximum 1" (25mm) to 4" (100mm)
. Max'
Nominal Orifice
Inch (mm).
Sprinkler
Temp. in
Max..
Pressure
psi bar
I ' Sprinkder Spacing
Flow
Pressure
Sprinkler Identification
ft m.
gpm (Lpm)
psi (bar)
Number (SIN)
m412 x 12 (3,6 x 3,6
8 30.3
7.0(0,48)
R3511
14 x 14 4,3 x ,3 10 37.8
11 0,76
` Technical Data: F1 Res 49 Pendent and Recessed Pendent. y
Thread '
Size'
Nominal Orifice
Inch (mm).
Sprinkler
Temp. in
Max..
Pressure
psi bar
Max.
Ambient Temp.
Actual
K
Factor •
Sprinkler `
Length
Inch mm
OF
I °C
OF
I °C
'fa" NPT
(R 1/2) •
7/, fi (11)
155
175
68
79
175 (12)
100
150
38
66
4.9
2.25 (57)
Deflector - to - ceiling Deflector - to,- ceiling
F Maximum 1" (25mm) to 4" (100mm) Maximum 4" (100mm) to 8" (203mm)
+_ Max.
Flow Pressure
gpm (Lpm) psi (bar)
Sprinkler' -
Iderrtification
Number (SIN)
' Sprinkler Flow Pressure
Sixinkler
Identification
,
R3516,,'.,
} - Spacing gpm (Lpm) psi (bar)
ft� m
12 x 12 (3,6 x 3,6) 13 (49) . 7.0 0,48
NumberSIN
Number()
16 x 16 4,9 x 4,9
17(64.3) 12.00.83
- t 14 z 14 (4,3 x 4,3). 13 49) 7.0 0,48
" 16 x 16 (4,9 x 4,9) 13 49 7�0,83
83516
•20x20(6,1 x 6,1)
18 x 18 5,5 x 5,5 17 64.3 120
Number (SIN)
°C
x 20 6,1 x 6,1 20 75.7 16.7 1,14
°C
Max.
Sprinkler
4 Spacing
ft m
Flow Pressure
gpm (Lpm) psi (bar)
Sprinkler' -
Iderrtification
Number (SIN)
12 x 12 (3,6 x 3,6)
15 57 9.4 0,65
,
R3516,,'.,
14 x 14 4,3 x 4,3)
16(60.5) 1 10.6 0,73
16 x 16 4,9 x 4,9
17(64.3) 12.00.83
18 x 18 5,5 x 5,5
5.0 1,0
19 72 15.0(1
•20x20(6,1 x 6,1)
22(83-21 202 1,4 .
` • + • 'Note: The F1 Res 49 pendent and,recessed pendent residential sprin-
klers can be installed per NFPA 13 in beamed ceilings meeting
f the following criteria:
«f 1. Maximum beam depth = 7- (178mm)
_ 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center...
,Technical Data: F1 Res 58 Pendent and Recessed Pendent.
Thread
Nominal Orifice
Sprinkler
Max.
Max
Actual
'Sprinkler
Size
Inch.
Inch(mm)
(mm)
T Ratin
Pressure
Ambient Temp.
K Factor
Length.
Number (SIN)
°C
OF
°C
psi bar
16 61
Inch mm .
Yz" NPT
'h'(1 3)
155
68
175 (12)
100
38
5.8
225 (57)
R'/z
20 x 20 6,1 x 6,1 22 83.3 14.4 1,0
175
79
150
66
3.
Sprinkler
Flow
Pressure
Ceiling -to- Deflector
Sprinkler
Identification
Spacing
gpm (Lpm)
psi (bar)
Inch (mm)
Number (SIN)
ft m
12 x 12 3,6 x 3,6
16 61
7.6 0,53
1- 4
(25- 100)
R3513
14 x 14 4,3 x 4;3 16 61 7.6 0,53
16 x 16 4,9 z 4,9) 16 61 7.6 0,53
18 x 18 5,5 x 5,5
19 72
10:8 0,75
20 x 20 6,1 x 6,1 22 83.3 14.4 1,0
3.
Technical Data: F1 Res 76.Pendent and Recessed Pendent
Thread
Nominal Orifice
Sprinlder
Max.
Max."
K
Sprinkler
Size
Inch (mm)
Temp. Ratin
Pressure.
Ambient Temp.
Factor
Length
OF
°C
OF
°C
psi bar
Inch mm
3/4" NPT -.155
17W (13.5)
68 .
175(12).
100
7.6
2.25 (57)
R'/2
175
79
150
gg "
Max.
Sprinkler Spacing
ft(m
Flow
gPm (LPm)
Pressure
psi (bar)
Sprinkler Identification
Number (SIN) '
12 x 12 3;6 x 3,6
21 79.5
7.6 0,53
R7618
14.x 14 (4,3 x 4,3) 21 79.5 7.6 0,53)
16 x 16 (4,9 x 4,9 21 79.5 7.6 (0,53 '
18 x 18(6,5 x 5,5 21 79.5 7.6 0,53
20 x 20 6,1 x 6,1 23 87.1 9.2 (0,63
• Model F1 Res 30, 49, 58 & 76 CCP Pendent Model F1 Res 30, 49, 58 & 76
Recessed Pendent/ FP
FP push-oNthreao-off escutcheon
Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP • -
Thread
Nominal
Sprinkler CCP Assembly
Max.
-Max.
K
Sprinkler
Size
Orifice
Temp. Ratin Tem . RatingPressure
Pressure
Ambient Tem
Factor
Length ,t
°F
°C °F °C
' °F
°C
°C
Inch mm
si bar
14 x 14 4,3 x 4,3) 1 11 41.6 13.4 (0,92) -
Inch mm
'/z" NPT
(R 112)
(8.i)
155
68 135 57
175 (12)
100
38
3.0
2.25 (57)
Thread
Max. Flow, pressure
Sprinkler Identification
Max.
Max:
'
Sprinkler Spacing
gPm (Lpm) psi (bar)
Number
Orifice
Temp. RatingTemD. Ratin
Pressure
ft m
SI
Length
+
°C OF
12 x 12 3,6 x 3,6) 8 30.3 7.0(0,48)
OF
°C
,4..
Inch mm
14 x 14 4,3 x 4,3) 1 11 41.6 13.4 (0,92) -
R3511
Inch mm
'h" NPT
(R 1/2)
Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP
155
68 135
57
175 (12)
Nominal
Sprinkler Assembly
5.8
Max'
Sprinkler
CCP Options Data:
66
Thread
Orifice
Temp.
Temp.
MCP a
x.
ur
Presse
Ambient
K
Length
"A"
"B"
Size
Inch
Rating
Ratingpsi
(bar)
Temp.
Factor
' Inch
Cover Adjustment
CCP Height
•
mm
( )
°F
°C °F
°C
°F
°c
(mm).
Inch mm
Inch mm
'/z" NPT
12.7)
ahs 24
'
~
(R 112)
,/16" (11)
155
68 135
57
175 (12)
100
38
4.9
2.25 (57)
Sz
hs (7.9
/. 19)
,
Max.
Sprinkler
FP Data • W%
,
Sprinkler Spacing Flow Pressure
Identification
"A" `
ft m gpm (Lpm) psi (bar)
Number (SIN)-
FP Position
Inch mm
12 x 12 3,6 x 3,6) 13(49) 7.0 0,48
Max. Recessed
'/ s(11).
14 x 14 4,3 x 4,3 13 (49) 7.0 0,48
Min. Recessed
15116 24
16 x 16 (4,9 x 4,9) 14 53 8.2 0,56
83516
Note: Sprinklers shown in Fig. 3 and Fig. 4
18 x 18 5,5 x 5,5 18 68.1 13.5 0,93
are not Suitable for
installation in ceil-
20x20 6,1x6,1) 20 75.7 16.7(1,14)
ings which have positive pressure in
the space above.
. Technical Data: F1 Res 58 CCP Pendent and
Recessed PendenVFP
Thread
Nominal •
Sprinkler CCP Assembly
Max.
Max:
K
Sprinkler
Sue
Orifice
Temp. RatingTemD. Ratin
Pressure
Ambient Tem
Factor
Length
OF
°C OF
°C
OF
°C
psi bar
Inch mm
I bar
"/3z" (13.5)
Inch mm
'h" NPT
(R 1/2)
'/i' (13)
155
68 135
57
175 (12)
100
38
5.8
2.25 (57)
Max
Sprinkler Spacing
ft m
Flow
m (L
9Ppm)
Pressure
Psi (bar)
Sprinkler Identification
Number
Sl
12 x 12 3,6 x-3,6)
16 61
7.6 0,53
R3513
14 x 14 4,3 x 4,3 16(61). 7.6(0,53)
16 x 16 4,9 x 4,9 16(61) 7.6(0,53)
18 x 18 5,5 x 5,5) 19 72 10.8 0,75
20 x 20 6,1 x 6,1 22 83.3 14.4(1,(l
Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP
3
Thread Nominal Sprinkler
Max.
Sprinkler Spacing
ft(m)
Flow
9Pm (I -Pm)
CCP Assembly
Max.
Max.
K � Sprinkler
Size
Orifice
Temp. Ratting . TemD. Ratin
Pressure
Ambient Temp._
Length
Factor
OF
°C OF
°C
OF
°C.
Inch mm
psi bar
Inch mm
3/4'NPT
.
"/3z" (13.5)
155
68
135
57
175 (12)
100
38
7.6 2.25 (57)
R3/4
175
79
150
66
Max.
Sprinkler Spacing
ft(m)
Flow
9Pm (I -Pm)
Pressure
Psi (bar)
Sprinkler Identification
Number
,
12 x 12 3,6 x 3,6
21 79.5
7.6 (0,53
R7618
.14 x 14 (4,3 x 4,3) 21 79.5 7.6 0,53
16 x 16 4,9 x 4,9 21(79.5) 7.6 0,53
18 x18 j5,5 x 5,5) 22 83.3 8.4 0,58
20 x 20 6,1 x 6,1 25(94.6) 10.8 0,74
5.
r
•
, i.� . - ' . . .. ♦ 1 ..fid
w
"
Fig. 5
Sprinider Temp.
Rating
(,
OFC)
y
Max
Sprinlder.
IdeiMication
Number (SIN)
J 2 x 12 3,6 x 3,6 ,
4-6
(101-152)
ii
155 68 175 79
Face of Fitting
Thread
Nominal
Orifice'
Sprinlder
Temp. Rating
.Max.
Pressure
Ambient
K..
Sprinlder
Length
Type
Adjustment
,inch (mm)
i to wail
Size
Inch (mm)F
12 x 12 3,6 x 3,6) ..
psi (bar)
Tem P.
, Factor
Inch (mm)
_ .
,
14 x 14 4,3 x 4,3
Inch (mm)
"16x 16.4,9 x 4,9
•C
,F
'C
16 x 20 4,9 x 6,1
155 (68)' 175 (79 23' 87,1 27,4 11,89
t
4
F2 escutcheon,
1/2" (13mm) adjustment
ahs-
'h
Rfz
3/e' (10)
,~'
` 68
79
;+R'
-Technical Data: F1 Res 44 HSW & HSW/F2 F • h"
38
1 66
i
j` �w
•-
Escutcheon; F2, Data: •
f (4.7 - 17.4) ,
"
Ceiling to
Deflector
Inch mm
Sprinider Temp.
Rating
(,
OFC)
Flow
9 P (Lpm) •
Max
Sprinlder.
IdeiMication
Number (SIN)
J 2 x 12 3,6 x 3,6 ,
4-6
(101-152)
ii
155 68 175 79
Face of Fitting
Thread
Nominal
Orifice'
Sprinlder
Temp. Rating
.Max.
Pressure
Ambient
K..
Sprinlder
Length
Type
Adjustment
,inch (mm)
i to wail
Size
Inch (mm)F
12 x 12 3,6 x 3,6) ..
psi (bar)
Tem P.
, Factor
Inch (mm)
_ .
,
14 x 14 4,3 x 4,3
Inch (mm)
"16x 16.4,9 x 4,9
•C
,F
'C
16 x 20 4,9 x 6,1
155 (68)' 175 (79 23' 87,1 27,4 11,89
"/s',
4
ahs-
'h
Rfz
3/e' (10)
175
` 68
79
175(12).
1'
150
38
1 66
, 4.4
2.45 (62)
F2
'/,(13)
f (4.7 - 17.4) ,
Max...A„
.` Sprinlder Spacing'
(m)
Ceiling to
Deflector
Inch mm
Sprinider Temp.
Rating
(,
OFC)
Flow
9 P (Lpm) •
Pressure
Psi (bar)
Sprinlder.
IdeiMication
Number (SIN)
J 2 x 12 3,6 x 3,6 ,
4-6
(101-152)
ii
155 68 175 79
12 45,4
7.5 0,52
R3531
14 x 14 4,3 x4,3
155(68) 175(79) 14 53,0 10.2 0,71
16 x 16 4,9 x 4,9
155 68 175 79 16 60,6) 13.3 (0,92)'
16 x 18 4,9 x 5,5
155 68 175 79 18 68,1 16.8 1,16
18 x 18 5,5 x 5,5
155 68 175 79 19 72,0 18.7 1,29
16 x 20 4,9 x 6,1
155(68) 175 79 23 87,1 27.4 1,89
12 x 12 3,6 x 3,6) ..
`
6=12
(152 - 305)
155(68), 175 79
14 53,0)
10.2 0,71
_ .
,
14 x 14 4,3 x 4,3
1,75 79 16 60,6 13.3 0,92
155Z68
"16x 16.4,9 x 4,9
155175 79 17 64,4 15.0 1,04
16 x 18 4,9 x 5,5)
155 68 175 79 20 75,7 20.7 1,43
16 x 20 4,9 x 6,1
155 (68)' 175 (79 23' 87,1 27,4 11,89
Technical Data: F1 Res 58 HSW & HSW/F2
a
Thread
Nominal
Sprinkler
Max.
Max.
Ambient
K
Sprinkler
Size
Orifice
Temp. Rating
Pressure
Tem
O
Factor
Length
16 x 16 4,9 x 4,9
Inch (mm)
psi (bar)
155(68) 175(79), 25 (94,7 18.6 1,28
Inch (mm)
°F
°C
F
oC
22 83,3
14.4 1,0
14 x 14 4,3 x 4,3
155 68 175 79 22 83,3 14.4 1,0
'/z" NPT
RYz
V (13)
155
175
68
79
175 (12)
100
150
38
66
5.8
2.45 (62)
Escutcheon, F2, Data:
Max
Sprinkler Spacing
ft m
"A"
Ceiling to Deflector
Inch mm
Face ofFitting
T
Type
Adjustment
Inch (mm)
ll
12 x 12 3,6 x 3,6
(101 - 52)
Inch (mm)
F2
'/2 (13)
3/16 - 11/16
(4.7-17.4)
Max
Sprinkler Spacing
ft m
"A"
Ceiling to Deflector
Inch mm
Sprinkler Temp.
Rating
OF °C
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number SIN
12 x 12 3,6 x 3,6
(101 - 52)
155(68) 175 79
16(60,6)
7.6 0,53
. R3533 ,
14 x 14 4,3 x 4,3
155 (68 175 79 18 68,2 9.7(0,67)
16 x 16 4,9 x 4,9
155(68) 175 79 21 79,5 13.2 0,91
16 x 18 4,9 x 5,5
155(68) 175(79), 25 (94,7 18.6 1,28
16 x 20 4,9 x 6,1
155(68) 175 79 29 109,8 25(1,73)
12 x 12 3,6 x 3,6
6-12
(152-305) 1
155(68) 175(79)
22 83,3
14.4 1,0
14 x 14 4,3 x 4,3
155 68 175 79 22 83,3 14.4 1,0
16 x 16 4,9 x 4,9
155 68 175 79 26 98,4 20.1 (1,39
16 x 18 4,9 x 5,5
155 68 175 79 31 117,4 28.6 1,97
i'
• Model F1 Res 44 SWC
i Pennicai uatae Fi RPs as -qwc
i
Fig. 6
Thread
Nominal
Cover
Sprinkler. Temp.
Max.
Max.
Ambient
a' io 12"
Sprinkler
Size
[101.To•
Temp. Rating R na
Pressure
30,60- sa- ].
I I/!� (JI.73mm] LL°,dmum
Length
F O/ Mtinp
psi (bar)
PU6H ON LOVER. MEN
T° W.11 Oim -;_
OF
TURN rO ADWST U47k
°C
°F
°C
RIGHT AbVNST WALL..
I' X 1/2' Reducer
L
1/2"NPT
'/s" (10)
155
68 135
57
175 (12)
100
Recommemled
4.4
2.45(62)
18 68,1 16.8 1,16
16 x 18 4,9 x 55
20 75,6 20.7 1,43
W°° N°le 2 57(m/16'5,M'(58m] -}.-_
1 5
--�-
J 5/16'
.
Tl/IdV COLLAR UN70.
RGHT A4'NNST WVW XLER
WRENCH BOSS.
lypppT
121/J2'
[42.07--].. .
I/1� [12.7pmn]
Adlu5fmm7
F1 RES 44 SWC
i
Fig. 6
Thread
Nominal
Cover
Sprinkler. Temp.
Max.
Max.
Ambient
K
Sprinkler
Size
Orifice
Temp. Rating R na
Pressure
Tem .
Factor
Length
Inch (mm)
psi (bar)
(101- 152)
Inch (mm)
OF
°C OF
°C
°F
°C
16 x 18 4,9'x 5,5
19 71,8 18.7(1,13)
1/2"NPT
'/s" (10)
155
68 135
57
175 (12)
100
38
4.4
2.45(62)
Max.
«A,
Sprinkler
Sprinkler Spacing
Ceiling to
g
Flow Pressure
Identification
ft (m)
Deflector
gpm (Lpm) psi (bar)
Number (SIN)
Inch mm
12 x 12 3,6 x 3,6
(101- 152)
13 49,2 . 8.7 0,60
14 x 14 4,3 x 4,3
14 53,0 10.2 0,71
16 x 16 4,9 x 4,9)
17 64,3 15.0 1,1
16 x 18 4,9'x 5,5
19 71,8 18.7(1,13)
R3531
16' x 20 4,9 x 6,1 .
23 87,1 27.4 1,89
12 x 12 3,6 x 3,6
6 _ 12
(152-305)
14 52,9 10.2 0,71
14 x 14 4,3 x 4,3
15 56,7 11.7 0,81
16x16(4,9x4,9)
18 68,1 16.8 1,16
16 x 18 4,9 x 55
20 75,6 20.7 1,43
7.
Maintenance
Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44
be a steel, two-piece escutcheon [with Y2" adjustment (Model .;
Sprinklers should be inspected quarterly, and the sprinkler sys-
172)] [with 3/a" adjustment (Model F1)] [of push -on and thread off , ;,J
tem maintained in accordance with NFPA 25,13,13D, and 13R.
design with 112" adjustment (Model FP)]. Standard finish shall be
' Do not clean sprinkler with soap and water, Ammonia or any oth-
[brass][bright chrome] [white painted]. Residential recessed,
• er cleaning fluids. Remove dust by using a soft brush or gentle •
pendent sprinklers shall be Reliable [Model F1 Res 30, 49 & 58
• vacuuming. Remove any sprinkler which has been painted (oth-
Recessed Pendent/F1] [Model F1 Res 30, 49 & 58 Recessed
er than factory applied) or damaged in any way. A stock of spare
Pendent/F2] [Model F1 Res 30,46 & 58 Recessed PendenVFP] , '
', sprinklers should be maintained to allow quick replacement of
SIN R3511, R3516 & R3513 (Bulletin 135)'. • ' • - - .. • f '•. -
- 'damaged or operated sprinklers. Prior to installation, sprinklers
' Model F1 Res 30, 49 & 58 CCP pence (�!�
Con
should remain in the original cartons and packaging until used.
Sprinklers shall be [cULus Listed] [New York City MEA 'Ap
This will minimize the potential for damage to sprinklers that could
proved (258-93-E)] low flow residential concealed sprinklers en -
cause improper
p per operation or non -operation.
gineered to provide a minimum design density,of 0.05 gpm/ft2
Model F1 Res 30, 49 & 58 Pendent
over the listed coverage area Listed flows as specified by the
Sprinkler Specifications
manufacturer's technical data sheets are to t5e used. Residential
Sprinklers shall be [cULus Listed] [New York City MEA Ap-
sprinklers shall be installed in conformance with the manufac- , =.
_ proved (258-93-9] low flow residential pendent sprinklers en-
turerrs installation guidelines and the applicable installation Stan
gineered to provide a minimum design density of 0.05 gpm/ftz
dard. Where pendent residential sprinklers are installed under' . -•
-ti•5 „ ,{ over the'listed coverage area Listed flows as specified by the
sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers
manufacturer's technical data sheets are to be used. Residential
be listed for such use. Sprinkler frame and deflector shall
r" sprinklers shall be installed in conformance with the manufac :
,shall
be of bronze frame construction having a'/z" NPT thread. Water •
turer's installation guidelines and the applicable installation star
seal assembly shall consist of a Teflon coated Belleville spring
dard. Where pendent residential sprinklers are installed under .
washer with topaoaded extruded or cold head'cup with 3 mm`
• + sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers
glass bulb containing no plastic parts, and having a temperature :
shall be listed for such use. Deflector -to -ceiling distance listing
`rating of 155°F (68°C). Cover plate assembly shall consist of a'
shall be 1" to 8" maximum. Sprinkler frame and deflector shall brass cover plate and copper alloy retainer flange. Method of , • ,
' be of bronze frame construction having a 1/2" NPT thread. Water '
attaching the cover plate to the sprinkler cup shall be a push- .,
seal assembly shall consist of a Teflon -coated Belleville spring
on and thread -off design allowing a Yi' cover plate adjustment.'
washer with top -loaded extruded or cold head cup with 3 mm
Cover plate temperature rating shall be 135°F (570C). A plastic
_ "� • glass bulb containing no plastic parts, and having atemperature
protective cap shall be provided and factory installed inside the. ,
rating of [155°F (680C)] [175°F (79°C)]. Sprinklers shall have a
sprinkler cup to protect the sprinkler from damage, which cold
nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze]
occur during construction before the cover plate is installed. - OL '
„_• [Chrome -plated] [White Polyester) [Special finish- specify]. Resk
Standard cover plate finish: rte Custom Color- specify].
dental pendent sprinklers shall be Reliable Model F1 Res 30,49
Concealed pendent sprinklers shall be Reliable Model F1 Res
& 58, SIN R3511, R3516 & R3513 (Bulletin 135).
30,49 & 58 CCP, SIN 83511, 83516 &R3513 (Bulletin 135).
Model F1 Res 49 & 58 Recessed 'PendenVF1,
Model F1 Res 44 Horizontal SideWall
Model F1 Res 30,49 & 58 Recessed Pendent/F2,
Residential Sprinkler Specifications �_ ... ` Yr _, r
Model F1 Res 30,49 & 58 Recessed PendenVFP
Sprinklers shall be [cULus Listed],[New York City MEA Ap- - .
Sprinklers shall be [cULus Listed] [New York City MEA•Ap-
proved (258-93-E)] low flow residential horizontal sidewall sprin-.. i,'a
proved (258-93-E)] low, flow residential recessed pendent
Iders engineered to provide a minimum design,density of 0.05 <
sprinklers engineered to provide a minimum design density
ped
gl�rW over the listed coverage area. listed flows as sped-
of
of 0.05 gpm/ft2 over the listed coverage area. Listed flows as
fled by the manufacturer's technical data sheets are to be used.
specified by the manufacturer's technical data sheets are to be
Residential sprinklers shall be installed in conformance with the
- used. Residential sprinklers shall be installed in conformance
manufacturer's installation guidelines and the applicable instal -
with the manufacturer's installation guidelines and the applica-
lation standard. Where horizontal sidewall residential sprinklers
ble installation standard. Where pendent residential sprinklers
are installed under sloped ceilings having a pitch from [4/12] to
w are installed under sloped ceilings having a pitch from [4/12]
[8/12], the sprinklers shall be listed for such use -'Sprinkler frame
to [8/12], the sprinklers shall be listed for such use.. Deflector,
and deflector shall be of bronze frame construction having a'/2".
to -ceiling distance listing shall be 1" to 8" maximum. Sprinkler
NPT thread. Water seal assembly shall consist of a Teflon -coat-
frame and deflector shall be of bronze frame construction hav-
ed Belleville spring washer with top -loaded extruded or cold
ing a '/2" NPT thread. Water seal assembly shall consist of a
head cup with 3 mm glass bulb containing no plastic parts, and
Teflori-coated Belleville spring washer with top4oaded extruded
having a temperature rating of [155°F (68°C)] [175°F (79°C)].
.
' or cold head cup with 3 mm glass bulb containing no plastic
Sprinklers shall have a nominal K -factor of 4.4 (62.8). Standard
parts, and having a temperature rating of [155OF(68°C)] [175°F
finish: [Bronze] [Chrome -plated] [White Polyester] [Special fin-
. (79°C)]. Sprinklers shall have a rwminal K -factor of 3.0, 4.9 &
ish- specify] * Residential horizontal sidewall sprinklers shall be
5.8. Standard finish: [Bronze] [Chron,e plated] [White Polyester]
Reliable Mo el F1 Res 44, SIN R3531 (Bulletin 135).
# .
[Special finish- specify]. Recessed escutcheon assembly shall
y
• S
i` c. s
Model F1 Res 44 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model F1 Res 44 horizontal side-
wall sprinkler with the following modifications: Replace
"horizontal sidewall sprinkler" with "recessed horizontal
sprinkler." Add: Recessed escutcheon assembly shall be
a steel, two-piece escutcheon with 1/2" adjustment (Model
F2). Standard finish shall be [brass][bright chrome] [white
painted] [Special finish— specify]. Residential recessed
horizontal sidewall sprinklers shall be Reliable Model F1
Res 44/F2, SIN R3531 (Bulletin 135):
Model F1 Res 76 Pendent
Sprinklers shall be [cULus Listed] low flow residential
pendent sprinklers engineered to provide a minimum de-
sign density of 0.05 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's in-
stallation guidelines and the applicable installation stan-
dard. Sprinkler frame and deflector shall be of bronze
frame construction having a3/4" NPT thread. Water seal
assembly shall consist of a Teflon -coated Belleville spring
washer with machined or cold head cup with 3 mm glass
bulb containing no plastic parts, and having a tempera-
ture rating of [155°F (680C)] [175°F (790C)]. Sprinklers
shall have a nominal K -factor of 7.6. Standard finish:
[Bronze] [Chrome -plated] [White Polyester] [Special fin-
ish— specify]. Residential pendent sprinklers shall be Reli-
able Model F1 Res 76, SIN R7618 (Bulletin 135).
Model F1 Res 76 Recessed Pendent/F1,
Model F1 Res 76 Recessed Pendent/F2,
Model F1 Res 76 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] low flow residential
recessed pendent sprinklers engineered to provide a
minimum design density of 0.05 gpm/ft2 over the listed
coverage area. Listed flows as specified by the manu-
facturer's technical data sheets are to be used. Residen-
tial sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Sprinkler frame and deflector shall
be of bronze frame construction having a3/4" NPT thread.
Water seal assembly shall consist of a Teflon -coated Bel-
leville spring washer with machined or cold head cup with
3 mm glass bulb containing no plastic parts, and hav-
ing a temperature rating of [155°F (680C)] [175°F (790C)].
Sprinklers shall have a nominal K -factor of 7,6. Standard
finish: [Bronze] [Chrome -plated] [White Polyester] [Spe-
cial finish— specify]. Recessed escutcheon assembly
shall be a steel, two-piece escutcheon [with 1/2" adjust-
ment (Model F2)] [with 3/4" adjustment (Model F1)] [of
push -on and thread off design with 1/2" adjustment (Mod-
el FP)]. Standard finish shall be [brass][bright chrome]
[white painted]. Residential recessed pendent sprinklers
shall be Reliable [Model F1 Res 76 Recessed Pendent/
F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1
Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135).
Q
Model F1 Res 76 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] low flow residential
concealed sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential sprin-
klers shall be installed in conformance with the manufac-
turer's installation guidelines and the applicable instal-
lation standard. Sprinkler frame and deflector shall be
of bronze frame construction having a 3/4" NPT thread.
Water seal assembly shall consist of a Teflon -coated Bel-
leville spring washer with machined or cold head cup with
3 mm glass bulb containing no plastic parts, and having
a temperature rating of 155°F (680C). Cover plate assem-
bly shall consist of a brass cover plate and copper alloy
retainer flange. Method of attaching the cover plate to the
sprinkler cup shall be a push -on and thread -off design
h
allowing a'" cover plate adjustment. Cover plate tem-
perature rating shall be 135'F (57°C).iA plastic protec-
tive cap shall be provided and factory installed inside the
sprinkler cup to protect the sprinkler from damage, which
could occur during construction before the cover plate
is installed. Standard cover plate finish: [White] [Custom
Color— specify]. ]. Concealed pendent sprinklers shall be
Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135).
Finishes t?>
Standard Finishes
Sprinkler
F1, F2, FP
Cover Plates
Sprinkler Type
Escutcheons
Temperature Rating
Bronze
Brass
White Painted
Chrome Plated
Bright Chrome Plated
Chrome
White and Black Polyester
White Painted
Coated
Special Application Finishes
Sprinkler
Cover Plates
Escutr� ns
Bright Brass
Bright Brass
Bright Brass
Black Plated
Black Plated
Black Plated
Black Paint
Black Paint
Black Paint
Off White
-Off White
Off White
Satin Chrome
Satin Chrome
Satin Chrome
(') Other finishes and colors are available on special order.
Consult factory for details.
Note: Paint or any other coating applied over the factory finish will void
all approvals and warranties.
Ordering Information
Specify:
1.
Sprinkler Model
2.
Sprinkler Type
3.
Temperature Rating
4.
Sprinkler Finish
5.
Escutcheon Finish
6.
Cover Plate Finish
Relia'ble..,'For- Corn ple'te'. Protect I o n _ .
..
Reliable offers a wide selection of sprinkler
components. Following are some of the many
precision=made Reliable products that guard
life and property from fire around the clock. w.
• Automatic sprinklers
!. Deluge•valves
r .
• Flush automatic sprinklers_
, • Detector check valves b
• Recessed automatic'sprinklers
Check valves ;
• Concealed automatic' sprinklers'
Electrical system
`
Adjustable automatic sprinklers
Sprinkler emergency cabinets: , • ` `, . '.
•Dry automatic sprinklers
.
Sprinkler wrenches
• Intermediate level sprinklers
f
-• Sprinkler escutcheons and guards
• Open sprinklers
Inspectors test connections t
•
• Spray nozzles
Sight drains ,
-
• Alarm valves
Ball drips and drum drips f
•Retarding chambers ,
Control valve seals
`>
• Dry pipe valves -
! Air'maintenance devices
• Accelerators for.dry pipe valves
Air compressors
• Mechanical sprinkler alarms
Pressure gaugesidentification signs
• Electrical sprinkler alarm switches
Fire department connection
Water, flow detectors
.
t
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Productsmanufactured and distributed by Reliable have been protecting life
and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinlder contractors located throughout the United States, Canada and foreign countries.
+
Manufactured byRecycled
The Reliable Automatic Sprinkler Co., Inc.
11111111111M.ne.
. 'ti
(800) 431-1588
Paper ,
Sales Offices
• (800) 848-6051
bid
Sales Fax Revision lines indicate updated or new data
' (914) 829-2042' Corporate Offices '
www.reliablesprinkler.com Inteet Address EG. Printed in Us.A o9/10 PM s99ss�°zas,
- rn
3�,56585-Village Dr, "La Quinta, CA ' , ` ` LCI Project No. LPI 3023 `
Summary of Laboratory Tests (ASTM.D1557)
Y1„ fit
��N, `+�?;•- °�� tfi7n•.�_=„�1
« .�. .Ar�� r�4 • - •.. ' L T L i. i �C 4
LF• '�. ,�Y ' cn���Y+T`�. .,. JP-yy'_.� •�' �T' �iP. �P3P��'. ' � y �V�. g�=
L• S y`A
fy iI . � i 1
m 01
._
:
.'
- 13,rown Silty Sand
Olive
1
1
Legend for Summary Sheet
+ • ; • -
Abbrev. For Test Elev.
L
-Abbrev. for. r
A6brev. For
'
a
Test Type
, Notes
PG'=Pad Giade
-
.
BSG =Below Subgrade/Padgrade
N =Nuclear Gauge
k•
-P =Pass
,1
BOF =Bottom of Footing
'ASTM D-6938 (soil/agg)
F =Fail e
•
rade
SubgJ
Legend for Summary Sheet
+ • ; • -
Abbrev. For Test Elev.
L
-Abbrev. for. r
A6brev. For
'
a
Test Type
, Notes
PG'=Pad Giade
.
BSG =Below Subgrade/Padgrade
N =Nuclear Gauge
k•
-P =Pass
,1
BOF =Bottom of Footing
'ASTM D-6938 (soil/agg)
F =Fail e
rade
SubgJ
ASTM D2950 (AC)
f" •
=notNSG=Native
available
S =Sand Cone ,'
•` =information
BED =Bedding _
ASTM D-1556
only '
. y
PZ =Pipe Zone
MT•=Midtrench
TT '-Top of Trench,
,
• BSG =Below Subgrade/Padgrade
r. '
S✓.
V: y '•
SG =Subgrade'
BG =Base Grade
BC =Base Course (AC)
•
`FC -Finish Course (AC)
LandMark Consultants, Inc.
t Landmark Consultants, Inc.
Compaction -
'' Test Summary'
Client: Bill Lawson
,1
Project: 56585 Village Dr, La Quinta, 'CA
Project No.: LP13023
Test of: house Pad
1 �
����(
�' �
,1 � �i �
1
Ti �i S' A'M i F` S�i� 1 1 7iYll i. fsl}.. �...�Z3'S.
+5 {L3'��*� � i`•j 1��;F�'�1L'� � i
� 1
� I
1
s�' r
q
� 1
�
1 • 1 1
d
r �
1 �'�
36'W x I 6N of SE comer
48'W of SE comer
2FE x 18'N of SW comer
I O'E x 18'N of SW comer
��
■tea■�®■■
®®
■vim■�®■■
4
' yes �eKCP,...
HVAC SYSTEMS
Qty. Heating
1 Central Furnace
1 Central Fumaqe
HVAC DISTRIBUTION
Location He,
HVAC System - Zone 1 Ducted
HVAC System - Zone 2 Ducted
WATER HEATING
Qty. Type
1 Small Gas
ig Sidefins
PERFORMANCE CERTIFICATE: Residential Part 1 of 5),
CF -1 R
SHGC
Project Name
Mr. BILL LAWSON
Bug Screen
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
8/7/2012
0.300
Project Address
56585 Village Drive La Quinta
none
California Energy Climate Zone
CA Climate Zone 15
Total Cond. Floor Area
3, 390 _ .
Addition
n/a
# of Stories
1
0.31
FIELD INSPECTION ENERGY CHECKLIST
❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form..
❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details.
INSULATION
Construction Type
Area Special
Cavity (ft) Features see Part 2 of 5 Status
0.300
Slab Unheated Slab -on -Grade
None 3,480 Perim = 0' New
Wall Wood Framed
R-21 5,587 New
0.300
Door Opaque Door
None 48 New
Roof Wood Framed Attic
R-38 3,390 Radiant Barrier New
HVAC SYSTEMS
Qty. Heating
1 Central Furnace
1 Central Fumaqe
HVAC DISTRIBUTION
Location He,
HVAC System - Zone 1 Ducted
HVAC System - Zone 2 Ducted
WATER HEATING
Qty. Type
1 Small Gas
ig Sidefins
FENESTRATION
Orientation Aeea(ft)
U_
Factor
SHGC
Ove
Bug Screen
Right (N)
138.0
0.300
0.31
none
none BIAM
Rear (W)
111.0
0.300
0.31
10.0
Rear (W)
120.0
0.300
0.31
15.0
Leff (S)
15.0.
0.300
0.31
23.0
Front (E)
71.0
0.300
031
no
Right (NE)
4.0
0.300
0.31
none
Rear (W)
71.0
0.300
0.31
none
Left (S)
130.0
0.300
0.31
none
HVAC SYSTEMS
Qty. Heating
1 Central Furnace
1 Central Fumaqe
HVAC DISTRIBUTION
Location He,
HVAC System - Zone 1 Ducted
HVAC System - Zone 2 Ducted
WATER HEATING
Qty. Type
1 Small Gas
ig Sidefins
Exterior
Shades
none
Bug Screen
none
Bug Screen
13.0/5.0
Bug Screen,
0.0/23.0 Bug Screen
none
none
S re
none BIAM
none ..
Bu§LSre rEb I
Min. Eff
Cooling
80% AFUE
Split Air Conditioner
80% AFUE
Split Air Conditioner
DATE 1
JVS
Min. Eff
Ter
13.0 SEER
Setback
13.0 SEER
Setback
Cooling
Duct Location
Ducted
Attic, Ceiling Ins, vented
Ducted
Attic, Ceiling Ins, vented
Gallons Min. Eff Distribution
50 0.65 Kitchen Pipe Ins
Status
New
New
New
rdffleN
BY
tat Status
New
New
Duct
R -Value Status
8.0 New
8.0 New
Status
New
EnerovPro 5.1 by EneravSoft User Number: 5732 Run Code: 2012-08-07708:09:19 ID: Corr0807121vU - - AAaW f of 01A
Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/2012
PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R
Project Name
Mt: BILL LAWSON
Building Type ❑ Single Family ❑ Addition Alone
❑ Multifamily ❑ Existing+ Addition/Alteration
Date
8/7/2012
SPECIAL FEATURES INSPECTION CHECKLIST
The enforcement agency should pay special attention to the items specified in this checklist. These items require special written.
justification and documentation, and special verification to be used with the performance approach. The enforcement agency •
determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of
the special justification and documentation submitted.
HIGH MASS Design - Verify Thermal Mass: 623.0 ft2 Covered Slab Floor, 4:000" thick at Zone 1 - Off, Master, Great.
HIGH MASS Design - Verify Thermal Mass: 1,141.0 ft2 Exposed Slab Floor, 4.000" thick at Zone 1 - Off, Master, Great
HIGH MASS Design -Verify Thermal Mass: 1,716.0 ft' Exposed Slab Floor, 4.000" thick at Zone 2 -Main House
The Roof R-38 Roof Attic w/Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as
specified in Residential Appendix RA4.2.2.
Y.k
- -
r ' , � � • '. y : a,, ''(�.A; - � X11
-y :�.. d':r•... ,;r Pr '-K i•.
HERS REQUIREDWERIFICATIONt•
Items irrthis section require field testing and/or verification fjy'a certified HERS Rater The inspector must receive a
completed CF -4R form for each of the measures listed below for final t6 be giv6n.
The Cooling System YorkCZB60. PS8CN 100. 2000cfm includes credit for a 11.2 EER Condenser. A certified HERS rater must field verify the
installation of the correct Condenser.
The HVAC System HVAC System - Zone 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display.
The HVAC System HVAC System - Zone 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to
verify that duct leakage meets the specified criteria.
The Cooling System YorkCZB60.PS8CN100.2000cfm includes credit for a 11.2 EER Condenser. A certified HERS rater must field verify the
installation of the correct Condenser.
The HVAC System HVAC System- Zone 2 incorporates HERS Verified Refrigerant Charge ora Charge Indicator,Display.
The HVAC System HVAC System - Zone 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to
verify that duct leakage meets the specified criteria.
r.
Ener Pro 5.1 7y Ener Soft User Number: 5732 RunCode: 2012-08-07708:09:19 ID: Corr080712 Page 2 of 61
Reg: 212-N0042601A-000000000-0000 Registration Date/Time: 2012/08/07 11:37:41 HERS,Provider:'Ca10ERTS, Inc `r
Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/20.12
PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R
Project Name •
Building Type ❑ Single Family ❑ Addition Alone
Date
Mr. BILL LA WSON
❑ Multi Family ❑ Existing+ Addition/Alteration
8/7/2012
ANNUAL ENERGY USE SUMMARY
Standard Proposed Margin
TDV kBtu/ft2- r
Space Heating 5.54 5.39 0.15
Space Cooling 68.28 61.64 6.64
Fans 13.40 15.86 -2.46
Domestic Hot Water 10.76 9.48 1.28
Pumps 0.00 0.00 0.00
Totals 97.98 92.37 5.61
Percent Better Th n Standard: 5.7%
BUILDING COMPLIES - HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: (E) 90 deg Ext. Walls/Roof > Wall Area Area
Number of Dwelling Units: 1.00 (E) 607. 71
Fuel Available at Site: Natural Gas (S) 969 145
Raised Floor Area: 0 656 302
Slab on Grade Area: 3,480 (N) 4,064 142
Average Ceiling Height: 10.5 Roof 3,390 0
Fenestration Average U -Factor: 0.30 TOTAL: 660
Average SHGC: 0.31 Fenestration/CFA Ratio: 19.5%
REMARKS
e� -t K
STATEMENT OF COMPLIANCE
This certificate of compliance lists the building features and specifications needed
to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the
Efficiency Standards of the California Code of Regulations.
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company Santiago Lopez-Ocampo
8/7/2012
Address P.O. Box 1018 Name
City/State/ZipCity/State/Zip La Quinta, Ca 92247 Phone 760.485.8927 Signed Date
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and
with any other calculations submitted with this permit application, and reco using duct design,.
duct sealing, verification of refrigerant charge, insulation installation quality and eope sealing require
installer testing andcertification and field verification by an approved HER rDesigner
Dthaln,ce
or Owner (per Business & Profe'ssions Code)
Company CHARLES D. GARLAND - Architect/Struch I A
(I
Address 74-991 Joni Dr. #9. Name CHARLES D. GARLAND
City/State/Zip Palm Desert, Ca 92211 Phone 760.340.3528 Signed License # Date
Ene Po 5.1 SoRrb User Number- 5732 Run Code: 2012-08-07708:09:19 ID: Corr080712 Page 3 of 6
Reg: 212-N0042601A7000000000-0000 Registration Date/Time: 2012/08/07 11:37:41 HERS Provider: CalCERTS, Inc
'Z
Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/2012,
CERTIFICATE OF COMPLIANCE:
Residential (Part 4 of 5) CF -1 R
Project Name
Mr. BILL LAWSON
Building Type ❑Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date -
817/2012
OPAQUE SURFACE DETAILS
Surface IU
Type Area
Insulation Joint Appendix
Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
Slab
623
0.730 None
0 180 New 4.4.7-A1 Zone 1 -Off, Master, Greal
Slab
1,141
0.730 None
0 180 New 4.4.7-A1 Zone 1 -Off, Master, Greal
Wall
564
0:;069 R-21
0 90 New 4.3.1-A6 Zone 1 -Off, Master, Greal
Wall
215
0.069 R-21
270 90 New 4.3.1-A6 Zone 1 -Off, Master, Greal
Wall
134
0.069 R-21
180 90 New 4.3.1-A6 Zone 1 -Off, Master, Gram
Wall
241
0.069 R-21
90 90 New 4.3.1-A6 Zone 1 -Off, Master,'Greal
Wall
3,058
0.069 R-21
45 90 New 4.3.1-A6 Zone 1 -Off, Master, Great
Door
24
0.500 None
45 90 New 4.5.1-A4 Zone 1 -Off, Master, Great
Roof
1,674
0.025 R-38
0 18 New 4.2.1-A21 Zone 1 -Off, Master, Greal
Slab
1,716
0.730 None
0 180 New 4.4.7-A1 Zone 2 -Wet, Kitchen,Bed2
Wall
276
0.069 R-21
0 90 New 4.3.1-A6 Zone 2 -Wet, Kitchen,Bed2
Wall
139
0.069 R-21
270 90 New 4.3.1-A6 Zone 2 -Wet, Kitchen, Bed[
Wall
690
0.069 R-21
180 90 New 4.3.1-A6 Zone 2 -Wet, Kitchen,Bedc'
Wall
271
0.069 R-21
90 90 New 4.3.1-A6 Zone 2 -Wet, kitchen,Bedc'
Door
24
0.500 None
90 90 New 4.5.1-A4 Zone 2-Wet,Kitchen,Bed2
Roof
1,716
0.025 R-38
0 18 New 4.2.1-A21 Zone 2 -Wet, Kitchen, Bed[
FENESTRATION SURFACE DETAILS
ID
Type
Area U -Factor
SHGC2
Azm Status Glazing Type Location/Comments
1
Window
5.6 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster - Lot Zone 1 -Off, Master, Great
Window_
30.0 0.300 NFRC
0.31 NFRC'
0 New JELD-WEN WindowMaster - Lo Zone 1 -Off, Master, Great
-2
3
Window
4.0 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster - Lot Zone 1 -Off, Master, Great
4
Window
96.0 0.300 NFRC
0.31 NFRC
270 New JELD-WEN WindowMaster - Lot Zone 1 -Off, Master, Great
5
Window _ s.
15.0 0.300 NFRC
0.31 NFRC
270 New.-, - JELD-WEN WindowMaster-: Lot Zone 1 -Off, Master, Great, "
6
Window'
120.0 0.300 NFRC �+ _, 0.31 NFRC
-270 New', JELD=WEN WindowMaster -.Lo Zone 1 -Off, Master, Great
7
Window
315.0 0.300 NFRC F
0.31 NFRC'
: 180 New '= JELD-WEN WindowMaster - Lot Zone 1 -Off, Master, Great
.8
Window
36.0 »"0.300 NFRC ?
0.31 NFRC.:
, .,rf' '90 New.., JELD-WEN WindowMaster- Lo Zone -1 -Off, Master, Great
9
Window
5:0 o 0:300 NFRC
0.31 NFRC',
r 90 New JELD-WEN WindowMaster - Lot Zone 1.-Off,.Master Great .
10
Window x 30.0 0 0.300 NFRC
0.31 NFRC '
X 90 New ; JELD-WEN WindowMaster - Lot Zone i -Off, I Master. Great
11
Window `
". 4.0 . -0.300 NFRC - ' - -0.31 NFRC
45 New . JELD-WEN WindowMaster --Lot Zone 1 -Off," Master, Great
12
Window
15.0 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster- Lot Zone 2 -Wet, Kitchen, Bed2,Me
13
Window
15.0 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster - Lot Zone 2 4Vet,Kitchen,Bed2,Me
14
1 Window.
15.0 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster- Lot Zone 2-Wet,Kitchen, Bed2, Mec
15
lWindow. 1
18.0 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster- Lot Zone 2-Wet,Kitchen,Bed2,Me
16
Window 1,
18.0 0.300 NFRC
0.31 NFRC
0 New JELD-WEN WindowMaster- Lot Zone 2 -Wet, Kitchen, Bed2,Mac
(1). Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value
2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type SHGC
Window
H t Wd
Ove hang Left Fin Right Fin
Len H t LExt RExt Dist Len Hat Dist Len H t
1
'Bug Screen
0.76
2
Bug Screen
0.76
3
Bug Screen.
0.76
4
Bug Screen 0.76
8.0 12.0
10.0 0.1 10.0 10.0
5
Bug Screen
0.76
6.0 3.5
10.0 0.1 10.0 10.0
,6
Bug Screen
s '0.76
10.0 12.0
15.0 0.1 2.5 2.5 2.5 13.0 0 2.5 5.0 0
7
Bug Screen
0.76
6.0 3.5
23.0 0.1 2.0 2.0 0.0 0.0 0 0.1 23.0 0
8
Bug Screen
0.76
9
Bug Screen
0.76
10
Bug Screen
0.76
11
Bug Screen
0.76
.12
Bug Screen
0.76
13
Bug Screen
0.761
1
14
Bug Screen
0.761
1
15
IBug Screen
0.761
1"
16
IBug Screen
1 0.761
1
EnergyPro
5.1 by Ener Soft User Number: 5732 - RunCode: 2012-08-07708:09:19 ID: Corr080712 Page 4 of 6
Reg: 212-N0042601A-000000000-0000 Registration Date/Time: 2012/08/07'11:37:41 HERS -Provider: CalCERTS, Inc ,
Electronically Filed by Santiago Lopez-Ocampo and Authenticated at Ca10ERTS.com - 8/7/2012
CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R
Project Name
Mr. BILL LAWSON
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
$/7/2012
OPAQUE SURFACE DETAILS
Surface U- Insulation Joint Appendix
Area Factor Cavity] Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
—Type
FENESTRATION SURFACE DETAILS
ID
Type Area
-Factor' SHGC2
Azm Status Glazing Type Location/Comments
17
—LI
Window 1 .0
0.300 NFRC 0.31 NFRC 0 New JELD-WEN WindowMaster- Lot Zone 2 4Vet,Kitchen,Bed2,Me
18
Window 15.0
0.300 NFRC 0.31 NFRC 270 New JELD-WEN WindowMaster- Lot Zone 2-Wet,Kitchen,Bed2,Me
19
Window 56.0
0.300 NFRC 0.31 NFRC 270 New JELD-WEN WindowMaster- Lot Zone 2-Wet,Kitchen,Bed2,Me
20
Window 36.0
0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster- Lot Zone 2 -Wet, Kitchen, Bed2, Mec
21
Window 36.0
0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster- Lot Zone 2 -Wet, Kitchen,Bed2,Me
22
Window 4.0
0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster - Lot Zone 2 -Wet, Kitchen, Bed2, Mec
23
Window 4.0
0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster - Lot Zone 2 -Wet, Kitchen, Bed2, Mec
24
Window 25.0
0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster- Lot Zone 2-We1,Kitchen,Bed2,Me
25
Window 25.0
0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster- Lot Zone 2. -Wet, Kitchen, Bed2, Mec
(1) . U -Factor Type:
2 SHGC Type:
116-A = Default Table from Standards, NFRC = Labeled Value
116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Exterior Shade Type
Window
SHGC H t Wd
Ove hang Left Fin Right Fin
Len H t LExt RExt Dist Len H t Dist Len H't
17
Bug Screen
0.76
18
Bug Screen
0.76
19
Bug Screen
0.76
20
Bug Screen
0.76
21
Bug Screen
0.76
22
Bug Screen
0.76
23
Bug Screen
0.76
24
Bug Screen
0.76
25
Bug Screen
0.76
EnergyPro
5.1 by Ener Soft
User Number: 5732
RunCode: 2012-08-07708:09:19 ID: Corr080712 Pa e 5 of 6
Reg: 212-N0042601A-060000000-0000 Registration Date/Time: 2012/08/07 11:37:41 HERS Provider: Ca10ERTS, Inc
Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/2012
CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5)
CF -1 R
Project Name
Mt: BILL LAWSON
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
$/7/2012
BUILDING ZONE INFORMATION
System Name Zone Name
Floor Area
New Existin Altered Removed Volume
Year Built
HVAC System - Zone 1 Zone 1 - Off,.Master, Great
1,674
18,414
HVAC System - Zone 2 Zone 2 - Main House
1,716
17,160
Totals 1 3,390 01 01 01
1
HVAC SYSTEMS
System Name Qty. Heating Type
Min. Eff. Cooling Type Min. Eff. Thermostat Type
Status
HVAC System - Zone 1 1 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
New
HVAC System - Zone 2 1 Central Furnace
80% AFUE Split Air Conditioner 13.0 SEER Setback
New
HVAC DISTRIBUTION
System Name
Heating____
Cooling Duct Location
Duct:.
R -Value
Ducts
Tested? Status
HVAC System - Zone 1
Ducted
Ducted Attic, Ceiling Ins, vented
8.0
❑
New
System - Zone 2.
Ducted
Ducted Attic, Ceiling Ins, vented
8.0
❑
New
_HVAC
❑
WATER HEATING SYSTEMS
S stem Name
Qty.
Type
Distribution
Rated
Input
Btuh
Tank
Cap.
al
Energy
Factor.
or RE
Standby
Loss or
Pilot
Ext.
Tank
° Insul. R-
Value
Status
Rheem 41VRP50PT
1
Small Gas
Kitchen Pipe Ins
40,000
50
0.65
n/a
n/a
New
MULTI -FAMILY WATER
HEATING
DETAILS
I
HYDRONIC
HEATING
SYSTEM
PIPING
,t
Control
Hot Water Piping Length
ft
c
o
�C
0 cn
a
System Name
Pipe
Length
Pipe
Diameter
Insul.
' Thick.
Qty. HP
Plenum Outside Buried
En erg Pro 5.1 by En erg Soft User Number: 5732
RunCode: 2012-08-07708:09:19 ID: Corr080712
Page 6 of 6
Reg: 212-N0042601A-000000000-0000 Registration Date/Time: 2012/08/07 11:37:41 HERS Provider: CalCERTS, Inc -
Cas if -'G
PERFORMANCE CERTIFICATE: Residential Part 1 of 5
CF -1-13
Project Name I
Mr. BILL LAWSON.
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+Addition/Alteration
Date
$/7/2012
Project Address
56585 Village Drive La Quinta
California Energy Climate Zone
CA Climate Zone 15
I Total Cond. Floor Area
X477
Addition
n/a
# of Stories
1
FIELD INSPECTION ENERGY CHECKLIST
❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form.
❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details.
INSULATION
Construction Type
Area Special
Cavity (ft) Features see Part 2 of 5 Status
Slab Unheated Slab -on -Grade
None 477 Perim = 0' New
Wall Wood Framed
R-21 913 New
Door Opaque Door
None 21 New
Roof Wood Framed Attic
R-38 477 Radiant Barrier New
FENESTRATION U-
Orientation Area(ftz) Factor
Exterior
SHGC Overhang Sidefins Shades Status
Right (N) 15.0 0.300
0.31 none none Bug Screen New
Rear (l� - _ 18.0 0.300
0.31 : none _ none Bug Screen - New
Left (S) r t 54.0 0.300
0.31 none none `i Bug Screen
e
Front (E) ' ; 9.0 • 0.300
0.31 none no
.- F L!- \ '\iQ U Irl `➢..7 /. \ ._
01- WN
FOR CONSTRUCTION
1
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
1 Split Heat Pump 8.20 HSPF Split Heat Pump 14.3 SEER Setback
New
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R -Value Status
HVAC System - Guest Hou Ductless/ with Fan
Ductless n/a n/a
New
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
1 Small Gas 30
0.93 Kitchen Pipe Ins New
AU
EnergyPro 5.1 by EnergySoft User Number: 5732 Run Code: 2012-08-07708:12:41 ID: GH -C 0712
"Pagi U Uf 5 .
v
By
E'lectrorrtically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS..com,- 8/•7/2012
PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R
Project Name
Mr. BILL LAWSON
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
81712012
SPECIAL FEATURES INSPECTION CHECKLIST
The enforcement agency should pay special attention to the items specified in this checklist. These items require special written
justification and documentation, and special verification to be used with the performance approach. The enforcement agency
determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of
the special justification and documentation submitted.
HIGH MASS Design - Verify Thermal Mass: 477.0 ft2 Exposed Slab Floor, 4.000" thick at Guest Suite
The Roof R-38 Roof Attic w/Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as
specified in Residential Appendix RA4.2.2.
HERS REQUIRED VERIFICATION:
items in this'sectiori require field testing and/or verification by a certified HERS Rater. The inspector must receive a
completed CF -4R form for each of the measures listed below for final to be given.
Ener Pro 5.1 by EnerqySoft User Number: 5732 RunCode: 2012-08-07708:12:41 ID: GH-Corr080712 Page 2 of 5
Reg: 212-N0042602A-000000000-0000 Registration Date/Time: 2012/08/07 11:39:52 HERS Provider: Ca10ERTS,'Inc
Fileptron�pally Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/2012
PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R
Project Name
Building Type ❑ Single Family ❑ Addition Alone
Date
Mr. BILL LAWSON
❑ Multi Family ❑ Existing+Addition/Alteration
$/7/2012.
ANNUAL ENERGY USE SUMMARY
Standard Proposed Margin
TDV kBtu/ft2-yr
Space Heating 2.27 0.40 1.87
Space Cooling 76.61 84.77 -8.17
Fans 15.42 19.51 -4.09
Domestic Hot Water 46.51 23.48 23.03
Pumps 0.00 0.00 0.00
Totals 140.81 128.17 12.65
Percent Better Than Standard: 9.0%
BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area
Number of Dwelling Units: 1.00 (E) 185 9
Fuel Available at Site: Natural Gas (S) 330 54 -
Raised Floor Area: 0 (tM 185 18
Slab on Grade Area: 477 (N) 330 15
Average Ceiling Height: 10.0 Roof 477 0 '.
Fenestration Average U -Factor: 0.30 TOTAL: 96
Average SHGC: 0.31 Fenestration/CFA Ratio: 20.1 %'
REMARKS
STATEMENT OF COMPLIANCE
This certificate of compliance lists the building features and specifications needed
to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the
Efficiency Standards of the California Code of Regulations.
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company Santiago,Lopez-Ocampo
817/2012
Address P.O. Box 1018 Name
City/State/ZipCity/State/Zip La Quinta, Ca 92247 Phone 760.485.8927 Signed Date
The individual with overall design responsibility hereby certifies that the proposed building design represented in this set
of construction documents is consistent with the other compliance forms an sheets, with the specifications, and
with any other calculations submitted with this permit,application, and r pg jze t compliance using duct design,
duct sealing, verification of refrigerant charge, insulation installation ality, uil ' g envelope sealing require
installer testing and certification and field verification by an approvedERSa
Designer or Owner (per Business & Professions Code)
C I l
Company CHARLES D. GARLAND-Architect/Structs t �ej/�
Address 74-991 Joni Dr. #9 Name CHARLES D. GA
City/State/zip Palm Desert, Ca 92211 Phone 760.340.3528 Signed License # Date
EnergyPro 5.1 by EnerQySoft User Number 5732 Run Code: 2012-08-07rO8:12:41 ID: GH-Con,080712 Page 3 of 5
Reg: 212-N0092602A-000000000-0000 Registration Date/Time: 2012/08/07 11:39:52 HERS Provider: CalCERTS, Inc
r2
Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/2012
CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R
Project Name
Mr. BILL LAWSON
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
8/7/2012
OPAQUE SURFACE DETAILS
Surface U- Insulation Joint Appendix
Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments
Slab
477 0.730 None
0 180 New 4.4.7-A1 Guest House
Wall
315 0.069 R-21
0 90 New 4.3.1-A6 Guest House
Wall
146 0.069 R-21
270 90 New 4.3.1-A6 Guest House
Door
21 0.500 None
270 90 New 4.5.1-A4 Guest House
Wall
276 0.069 R-21
180 90 New 4.3.1-A6 Guest House
Wall
176 0.069 R-21
90 90 New 4.3.1-A6 Guest House
Roof
477 0.025 R-38
0 18 New 4.2.1-A21 Guest House
FENESTRATION SURFACE DETAILS
ID
Type Area LI -Factor' SHGC2
Azm Status Glazing Type Location/Comments
1
Window 15.0 0.300 NFRC 0.31 NFRC 0 New JELD-WEN WindowMaster - Lot Guest House
2
Window 18.0 0.300 NFRC 0.31 NFRC 270 New JELD-WEN WindowMaster - Lot Guest House
3
Window 18.0 0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster - Lot Guest House
4
Window 18.0 0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster - Lot Guest House
5
Window 18.0 0.300 NFRC 0.31 NFRC 180 New JELD-WEN WindowMaster - Lot Guest House
6
Window • 3.0 0.300 NFRC _ 0.31 NFRC 90 New JELD-WEN WindowMaster - Lot Guest House
7
Window 3.0 0.300 NFRC 0.31 NFRC 90 New JELD-WEN WindowMaster - Lot Guest House
8
Window 3.0 ' 0.300 NFRC 0.31 NFRC 90 New JELD-WEN WindowMaster - Lot Guest House
(1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value
2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value
EXTERIOR SHADING DETAILS
ID
Window
Exterior Shade Type SHGC Hat Wd
Ove hang Left Fin Right Fin
Len H t LExt REA Dist Len Hat Dist Len Hat
1
Bug Screen 0.76
2
Bug Screen 0.76
3
Bug Screen 0.76
4
Bug Screen 0.76
5
Bug Screen 0.76
6
Bug Screen 0.76
7
Bug Screen 0.76
8
Bug Screen 0.76
Ener Pro 5.1 by EnergySoft User Number: 5732
RunCode: 2012-08-07T08:12:41 ID: GH-Corr080712 Page 4 of 5
Reg: 212-N0042602A-000000000-0000 Registration Date/Time: 2012/08/07 11:39:52 HERS Provider: CalCERTS, Inc
E3cctronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 8/7/2012
CERTIFICATE OF COMPLIANCE: Residential (Part.5 of 5)
CF -1 R
Project Name
Mr. BILL LAWSON
Building Type ❑ Single Family ❑ Addition Alone
❑ Multi Family ❑ Existing+ Addition/Alteration
Date
8/7/2012
BUILDING ZONE INFORMATION
System Name Zone Name
Floor Area
New Existing Altered Removed Volume
Year Built
HVAC System - Guest House Guest Suite
477
4,770
,
f
Totals 1 4771 0 0 0
HVAC SYSTEMS
_ System Name___
Qty. _ Heating Type
Min. Eff. Cooling Type Min. Eff. Thermostat Type
Status
HVAC System - Guest House
1 Split Heat Pump
8.20 HSPF Split Heat Pump 14.3 SEER Setback
-
New
HVAC DISTRIBUTION
System Name
Heating
Duct. . _
Coolin Duct Location R -Value
Ducts
Tested? Status
HVAC System -Guest House
Ductless /with Fan Ductless n/a n/a
❑
New
❑
WATER HEATING SYSTEMS
S stem Name
Qty.
Type
Distribution
Rated
Input
Btuh
Tank
Cap.
al
Energy
Factor
or RE
Standby
Loss or
Pilot
Ext.
Tank
Insul. R-
Value
Status
A O Smith PEC -30
1
Small Gas
Kitchen Pipe Ins
35,000
30
0.93
n/a
n/a
New
MULTI -FAMILY WATER
HEATING DETAILS
HYDRONIC
HEATING
SYSTEM
PIPING
c
Control
Hot Water Piping Length
ft
0
0
i�
v N
a C
System Name
Pipe
Length
Pipe
Diameter
Insul.
Thick.
Qty. HP
Plenum Outside Buried
01
En erg Pro 5.1 by En erg Soft User Number: 5732
RunCode: 2012-08-07708:12:41 ID: GH-Con,080712
Page 5 of 5
Reg: 212-N0092602A-000000000-0000 Registration Date/Time: 2012/08/07 11:39:52 HERS Provider: CalCERTS, Inc