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11-0934 (SFD)4 P.O. BOX 1504 ^� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 _ BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number:- 11-00000934--- Owner: Property Address: 57350 PENINSULA IN ROAT, RICHARD & KAT APN: 762-150-004- - 15300 VENTURA BLVD Application description: DWELLING - SINGLE FAMILY DETACHED SHERMAN OAKS, CA 91 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 388827 Contractor: Applicant: Architect or Engineer: BRAAKSMA CONSTRUCTI 1140 CENTRE DRIVE WALNUT, CA 91789 (909)468-2010 Lic. No.: 405792 _ A LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing- with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: 13 Li nse No. 05792 ate:' Contracto OWNER -BUILDER DECLA TION I hereby affirm under penalty of perjury that I am exempt from the Contract a License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or . that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civilpenalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractorW licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/30/12 J U MAY 3 p 2012 IN�ITy pF LA QUIiyTA WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of'perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by.Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 71900207 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the worke s' compensation laws of California, and agree that, if I should become subject to the workers' ompensation provisions of Section 3700 of the Labor Code, I shall forth ith c ly wi th se provisions. f ate• Aplicant: — WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. . 1 . Each person upon whose behalf this application.is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that 1 have read this application and state that the above information is correct. I agree to omply with all city and county ordinances a d state laws relating to building construction, and hereby authoriz epresentatives off/this county to enter up the above-mentioned property for inspec ' ose ate: ignature (Applicant or Agent): Application Number . . . . . 11-00000934 ------ Structure Information 4,331SF DWELLING/VB/RES-3/CL A -FR [ENG] ----- Other'struct info . . . . . CODE EDITION 2010 # BEDROOMS 4.00. FIRE SPRINKLERS 13D. GARAGE SQ FTG 821.00 PATIO SQ FTG 1055.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 4331.00 ---------------------------------------------------------------------------- Permit . . . BUILDING PERMIT Additional desc . Permit Fee 1651.00 Issue Date . . . Expiration Date . . 11/26/12 Plan Check Fee . . 1073.15 Valuation . . . . 388827 Qty Unit Charge Per Extension BASE FEE 639.50 289.00 3.5000 THOU BLDG 100,001-500,000 1011.50 ---------------------------------------------------------------------------- Permit . . . MECHANICAL Additional'desc . Permit Fee . . . . 122..50 Issue Date. Expiration Date 11/26/12 Plan Check Fee .30.63 Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 2.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 33.00 7.00 6.5000 EA MECH VENT FAN 45.50 1.00 ---------------------------------------------------------------------------- 6.5000'EA MECH EXHAUST HOOD 6.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 183.01 Plan Check Fee . Issue Date . . . . Valuation . . . Expiration Date 11/26/12 45.75 0 Qty Unit Charge Per Extension BASE FEE 15.00 4331.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 151.59 821.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 16.42, ---------------------------------------------------------------------------- LQPERMIT Application Number . . . . . 11-0000093.4 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 209.25 Plan Check Fee 52.31 Issue Date . . . . - Valuation . . . . .0 Expiration Date 11/26/12 Qty Unit Charge Per Extension BASE FEE 15.00 22.00 6.0000 EA PLB FIXTURE 132.00. 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 7.00 .7500 EA PLB GAS PIPE >=5- 5.25 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 11/26/12 .Qty Unit Charge Per Extension = BASE FEE 15.00 --------------------------------------------------------------------------- Special Notes and Comments 4,331SF DWELLING/VB/RES-3/CLASS-A/13D SPRINKLER [ENGINEERED] THIS PERMIT DOES NOT.INCLUDE BLOCK WALLS, POOL, SPA OR BBQ. 2010 CALIFORNIA BUILDING CODES. May 25, 2012 8:53:14 AM AORTEGA ------------------- -------------------------------------------------------- Other Fees . . . . . . . ART IN PUBLIC PLACES -RES 472.07 BLDG STDS ADMIN (SB1473) 16.00 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY - REVIEW FEE 107.32. DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 355.00 MULTI -SPECIES (MSHCP) FEE 1254.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION.(SMI) - RES 38.88 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 LQPERMIT Application Number 11-00000934 Fee summary Charged Permit Fee Total 2180.76 Plan Check Total 1201.84 Other Fee Total 6378.27 Grand Total 9760.87 LQPERMIT Paid Credited .00 .00 750.00 .00 .00 .00 750.00 .00 Due 2180.76 451.84 6378.27 9010.87 TyitT '�� P.O. BOX 1504 APPLICATION ONLY Building78-495 CALLE TAMPICO Address 5'7 I ;�C:� r .L' NN I NSUL40rLA OUINTA, CALIFORNIA 92253 owner L_fnur; ,J, 14EZ* IQ ZFz . FOAT BUILDING: TYPE CONST. V NFL -OCC. GRP. Mailing Adressl l; ':� O 0 v ieJ 7V P_A � wp4;315- A.P Number (0 0 0 04 c� Cit Zip Teq Le al Description LOT 4 � 25r7 2,Z Mt> 214/ >i 1Ali oars, c� t �ro `8 g Contractor Project Description �� 2 ?�R--A04_5 fitA coN sTe-t7clrl0l�j Address ,a 11+0 IN DUSTV-Y 6AI Lori) City Zip T I. 40State Lic. City & Classif. Lic. # Designer £ Pel FICE G,L-0v Address Tel. 2;-3:m OPrfL ftf, An/� City Zip State Cull -iii 6T -V-4 cR 1 19 13�o Lic. # LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 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- 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 that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT -b ► o o cP Sq. Ft. �- b O Size No. No. DIN. r Stories Units 1 NeWX -Add Q Alter ❑ Repair ❑ Demolition ❑ LO Ni -Ne r --p l r-1 Cza &e -o 0 P (t &g4- o, 8- de(uft&earoy IOG!!3toio4• ne* Estimated ValuationJp l 0 O O O PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street S ack frnm /nr�Pntar I Ine Side Setbac� ProDef 1ne n 11! FINAL DATE Issued by: Validated by:— Validation: YELLOW = APPLICANT PINK = FINANCE —} C6achella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: PGA We Owner's Name: Richard & Kathy Roat/Jacqueline Keehn Project Address: 57-350 Peninsula Lane, Quinta, CA 92253 Project Description: Single Family Dwelling Date: May 30, 2012 Phone No. 818-648-1078 APN: 762-160-004 Tract #: Lot #'s: Type of Development: Residential XX Commercial Total Square Feet of Building Area: Industrial Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: May 30, 2012 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR` PHE 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 Note: Number of Sq.Ft. 4331 Pursuant to AB 181 any room additions or enclosures of 500 Amount per Sq.Ft. $3.20 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's Amount Collected $13859.20 jurisdiction are exempt from developer fees. Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Laurie Howard, Secretary Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES 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. MV:c/nrydoes/devfees/ce11:i1'Icate of compliance form updated 3-2007 11/2010 a RECORDING REQUESTED BY: M: Ktehn Hall Tax SiAi-e "&S D WHEN RECORDED MAIL TO: Jacqueline Keehn 15300 Ventura Blvd. {1315 Sherman Oaks, CA.91403 A.P.N.: 762-150-004 DOC # 2010-0514299 10/27/2010 08:00A Fee:15.00 Page 1 of 1 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder 111111111111111111111111111111111111111111111111111111 S R U PAGE SIZE DA MISC LONG RFD COPY M A L 465 1 426 1 COR COR SMF NCHG EXAM CTY UNI T: 19' QUITCLAIM DEED �•� THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS-N9NE-$0 No WV1191dumm "The Grantors and the Grantees in this Conveyance are comprised of the same parties who continue to hold the same proportionate interest in the property, R & T 11923 (d)." Q Computed on full value of property conveyed, or () Computed on full value less value of liens or encumbrances remaining at time of sale () Unincorporated area: (XX) City of La Quinta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged Richard D. Roat and Kathy L. Roat, Husband and Wife and Jacqueline M. Keehn, a Married Woman all as tenants in common hereby remise, release and forever quitciaim to Peninsula Park Lot 4 Limited. Partnership, a California Limited Partnership the following described property, in the County of Riverside, State of California. Lot 4 of Tract No. 25822, County of Riverside, State of California as shown by Map on file in Book 274, Pages 42-44 inclusive of Maps, in the Office of the county recorder of said county. Dated: October 21, 2010 STATE OF CALIFORNIA . COUNTY OF O c SS. On OC 6� r -2 / _-20/6 _ . before me A�IaE:L 66"z/0 IrE 2- a a Notary Public, personally appeared Al �0 ice• A7` A-7 L^CQ u G/r? C; , ,A,& 11 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les) and that by his/her%their signature(s) on the instrument the person(s), or the entity upon behalf of which. the person(s), acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California'that the foregoing paragraph is true and correct. Pirha d D. Reat Kathy L. Roat �) Jacqu' lin iM. Keehn MARIBEL S: GONZALU COMM.`gt8.t�� Notary Public4illkipli. Los Angeles County Comm Expires Aug 22, 2012 WITNESS my hand ano official seal. ............V Signature (This Area for NotaryBeal Only) Loi Ai ONS r' ign r of o 2(A / MAIL TAX STATEMENTS AS DIRECTED ABOVE ��U ZZ vl ....,. _: M,_:, :...s�.,...._,.... PROVIDENT TITLE O PANY 9300 Wilshire Blvd; Suite 100 Beverly Hills; CA 90212 Phone No. (800) 794-8094 Fax No. (310) 2474970 SUMMIT ESCROW SERVICES,, INC. TITLE OFFICER: RALPH KHELIL \ LOUIE MAARFI \ MONCEF SELMI 15760 VENTURA BLVD. SUITE 100' E-MAIL: TITLEUNITII@PROVIDENTTITLE.COM ENCINO, CA 91436 ORDER NO.: 11325919-RLM ATTN: ANDREA LERCARI YOUR REFERENCE NO: SE03259 PROPERTY ADDRESS: VACANT LAND, CALIFORNIA PRELIMINARY REPORT DATED AS OF'MARCH 2.'2011 AT 7:30 A.M. PROVIDENT TITLE COMPANY, HEREBY REPORTS THAT ITIS PREPARED TO ISSUE, OR CAUSE TO BE ISSUED AS OF THE DATE HEREOF, A- POLICY OR POLICIES. OF TITLE INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH; INSURING AGAINST LOSS WHICH MAY BE. SUSTAINED BY REASON OF ANY DEFECT; LIEN OR ENCUMBRANCE NOT SHOWN OR REFERRED TO AS AN EXCEPTION IN SCHEDULE B OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES; CONDITIONS AND STIPULATIONS OF SAID POLICY FORMS. THE PRINTED EXCEPTIONS AND EXCLUSION FROM THE COVERAGE OF SAID POLICY OR POLICIES ARE SET FORTH IN SCHEDULE B ATTACHED. COPIES OF THE POLICY FORMS SHOULD BE READ. THEY ARE AVAILABLE FROM THE OFFICE WHICH ISSUED THIS REPORT. PLEASE READ THE EXCEPTIONS SHOWN OR REFERRED' -TO BELOW AND THE ExCEPTIONS AND EXCLUSIONS SET FORTH IN SCHEDULE B. OF THIS REPORT CAREFULLY THE EXCEPTIONS AND EXCLUSIONS ARE MEANT TO PROVIDE YOU WITH NOTICE OF MATTERS WHICH ARE NOT COVERED UNDER THE TERMS OF THE TITLE INSURANCE POLICY AND SHOULD BE CAREFULLY CONSIDERED. IT 1S IMPORTANT TO NOTE THAT THIS PRELIMINARY REPORT IS NOT A WRITTEN REPRESENTATION AS TO THE CONDITION OF TITLE AND MAY NOT LIST ALL LIENS; DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE LAND. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OFA POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE; A BINDER OR COMMITMENT SHOULD BE REQUESTED: ^Irc,4e X......:........ .. . RALPH KHELIL \ LOUIE-MAARFI 1 MONCEF SELMI TITLE OFFICER ORDER NO.`. 11325919-RLM , THE FORM,OF POLICY OF TITLE. INSURANCE CONTEMPLATED BY THIS REPORT IS: AMERICAN LAND TITLE ASSQCIATION LOAN POLICY _(2006) '$CHEDULE A 1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED -TO COVERED BY THIS REPORT IS: A FEE AS TO PARCEL 1; AN EASEMENT MORE FULLY DESCRIBED BELOW AS TO PARCEL 2; 3; AND 4. 2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: PENINSULA PARK LOT 4 LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 3. THE LAND REFERRED TO HEREIN IS SITUATED IN THE'COUNTY OF RIVERSIDE, wATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: LOT 4 OF TRACT NO. 25822 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 274 PAGE(S) 42 TO 44 INCLUSIVE OF MAPS; IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES LYING BELOW A DEPTH OF 500 FEET FROM THE SURFACE.& SAID PROPERTY, BUT WITH NO RIGHT OF SURFACE ENTRY; AS PROVIDED. IN INSTRUMENTS OF RECORD. PARCEL 2: NONEXCLUSIVE EASEMENTS AND RIGHTS FOR ACCESS, INGRESS AND EGRESS AND OTHER PURPOSES AS SET FORTH IN THE MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR PGA WEST, RIVERSIDE COUNTY, CALIFORNIA; RECORDED JANUARY 22, 1986 AS INSTRUMENT NO. 15569 OF OFFICIAL RECORDS, AND ANY AMENDMENTS THERETO (THE "PGA WEST MASTER DECLARATION") AND IN THE SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR PGA WEST (MASTER ASSOCIATION) RECORDED FEBRUARY 25, 1999 AS INSTRUMENT NO. 073558 OF OFFICIAL RECORDS, AND ANY AMENDMENTS THERETO '(THE "PGA WEST MASTER SUPPLEMENTAL DECLARATION"): PARCEL 3: EASEMENTS AND RIGHTS AS SET FORTH IN THE SECTIONS ENTITLED "EASEMENTS FOR OWNERS," "SUPPORT, SETTLEMENT AND ENCROACHMENT," "UTILITIES AND CABLE TELEVISION' AND "ENFORCEMENT* OF THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 11, 1999 AS. INSTRUMENT NO. 99-056440 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, AND ANY AMENDMENTS THERETO (THE "PGA WEST FAIRWAYS DECLARATION') AND IN THE SUPPLEMENTARY DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 25, 1999 AS .INSTRUMENT NO. 99-073559 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, PAGE 2 ORDER NO.: CALIFORNIA; AS AMENDED BY THAT CERTAIN AMENDMENT TO 'SUPPLEMENTARY DECLARATION OF'COVENANTS, CONDITIONS, AND RESTRICTIONS: RECORDED. DECEMBER 4, 2002 AS INSTRUMENT NO. 02-721*100 OF OFFICIAL RECORDS, AND ANY AMENDMENTS! THERETO (THE "SUPPLEMENTARY DECLARATION") WHICH INCLUDE, WITHOUT LIMITATION THE 'EASEMENTS MORE' PARTICULARLY DESCRIBED THERE -IN FOR INGRESS AND EGRESS OVER THE STREET ACCESS EASEMENT AREAS, AND THE'EASEMENT OVER THE COMMON DRIVEWAY DEPICTED ON EXHIBIT 'A' OF THE SUPPLEMENTARY DECLARATION THAT IS WITHIN THE BURDENED PROPERTY DESIGNATED ON'E)kBIT '.B' OF"THE 'SUPPLEMENTARY . DECLARATION FOR THE BENEFIT OF REAL PROPERTY DESCRIBED IN PARCEL 1 ABOVE. PAkt-tL* EASEMENTS AND RIGHTS AS SET.FORTH THE FORTH IN HE *SECTIONS ENTITLED "EA .S I E . MENTS FOR ASSOCIATION," "SUPPORT, SETTLEMENTAND ENCROACHMENT,` "UTILITIES AND -CABLE TELEVISION;" AND "ENFORCEMENT" OF F THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 25, 1999 AS INSTRUMENT NO. 99- W3557 OF OFFICIAL RECORDS, AND ANY AMENDMENTS THERETO (THE "PENINSULA DECLARATION'T 'EXCEFMISIO THEREFROM AS RESERVED TO KSL*LANb COA06RAT04, A bELAWAAE. CORPORATION, IN THE GRANT DEED RECORDED JULY 31,1098 AS INSTRUMENT NO: 32077t OF OFFICIAL RECORDS OF RIVERSIDE. COUNTY, CALIFORNIA, FOR THE BENEFIT OF KSL LAND CORPORATION, A DELAWARE CORPORATION, ITS SUCCESSORS' AND/OR ASSIGNS KSL DESERT RESORTS, INC., A DELAWARE CORPORATION; ITS SUCCESSORS. AND/OR. ASSIGNS FOR THE BENEFIT OF; AND APPURTENANT TO, REAL PROPERTY IN S COUNTY AND STATE. SAID CITY, PAGE 3 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 91201 (760) 863-0713 Max (760)863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523.0952 Fax (714) 523-1369 450 Egan Avenuc, Beaumont, CA 92223 (951) 845.7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 29, 2012 The Edifice Croup 8339 Oakdale Avenue Winnetka, California 91306 Project: Proposed Custom Ret 57350 Peninsula Lane PGA West -The Peni La Quinta, California Subject: Geotechnical Update Project No. 544-12036 12-02-054 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® e FOR CONSTRUCTION DATE 'b K 2Ga- Ref: Geotechnical Engineering report prepared by Buena Engineers, Inc. dated April 17, 1986; Project No. B -14413-P3, Deport No, 86-4-209 Geotechnical Update report prepared by Sladden Engineering dated September 11, 1998; Project No. 544-8095 Report of Observations and Testing During Fine Grading prepared by Sladden Engineering dated December 27,1998; Project No. 522-8095-G1 As requested, we have reviewed the referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 57350 Peninsula Lane within the PGA West development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood - frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The referenced report includes recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included remain applicable for the design and construction of the proposed residential structure foundations. Based upon our report review, our previous experience on the site and our understanding of the proposed construction, it is our opinion that the structural values recommended in the previous geotechnical reports remain applicable for use in foundation design. Conventional shallow spread footings should be supported by properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively. Increases in allowable bearing pressures may be realized with increased footing size. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf- The recommended allowable bearing pressures may be increased by one-third when considering wind and seismic loading. February 29, 2012 -2- Project No, 544-.12036 12.02-054 Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings that are placed against properly compacted native soil. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with the 2010 California Building Code (CBC) classification criteria. Because the lot has been previously graded, the remedial grading required at this time should be minimal provided that the residence falls within the previously assumed building envelope. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Because subsidence related to ground water depletion has been documented within portions of the PGA West development, we recommend that foundations and slabs be provided with additional reinforcement to accommodate potential future differential settlements. We recommend a minimum floor slab thickness of 5.0 inches and minimum slab reinforcement of #4 bars approximately 18 'inches on center in each direction. Continuous footings should be provided with reinforcement consisting of a minimum of two #4 bars top and bottom. Alternately, a post -tensioned slab system may be considered. As always the final design of foundations and floor slabs should be determined by the Structural Engineer. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sn, generally described as stiff soil. The site is located within UBC Seismic Zone 4. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1h second. This assumption should be verified by the project structural engineer. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5):11 Site Class (Table 1613,5,5); D Ss (Figure 1613.5.1: 1.50g Sr (Figure 1613.5.1: 0.608 Fa (Table .1613,5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 1Fa X Ss)):1.50g Sm1(Equation 16-37 (Fv X Sil): 0.908 SDs (Equation 16 8 12/3 X Smi)):1.00g SDI (Equation 16-3912/3 X Smil): 0.60g Seismic Design Category: D Sladdw Engineering J_A February 29, 2012 -3- Project No. 544-12036 12-02-054 If you have questions regarding this report, please contact the undersigned. Respectfully submitted, SLA,DDEN ENGINEERING Brett L. Anderson Principal Engineer Letter/gl Copies: 4/The Edifice Group — _ Sladden Engineering February 9, 2012 • (' co, . P.O. BOX 1504'77 LA QUINTA,, CALIFORNIA 92.2474504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 Keen / Roat Residence C/o Jaime E. Mencia The Edifice Group 8339 Oakdale Ave. Winnetka, CA 91306. RE: Application Extension Address: 57-350 Peninsula Lane Application No. 1 1-934 — 2010 CODES. Dear Mr. Mencia, I have reviewed your letter via email dated February 8, 2012 requesting a time extension of the application for your project. Application Status: Application Date: 08/30/2011 180 -day period: 02/27/2012 90 -day extension date: 05/29/2012 Under the provisions of the 2010 California Building Code Section 105.3.2 your request is hereby granted. Please be advised that you must a Building Permit on or before Tuesday, May 29, 2012. Sincerely, �4-- a4. Burt Hanada Plans Examiner / Inspection Supervisor Application extension request page 1 Burt Hanada From: Jaime E.Mencia <edificegroup@sbcglobal.net> Sent: Wednesday, February 08, 2012 7:53 AM To: Burt Hanada Cc: Charlie Perez; Gary Braaksma Subject: request for plan check extension Mr. Hanada, I would like to formally request an extension to our allotted residential plan check time. subject property: 57-350 Peninsula Lane, Peninsula Park, PGA West, la Quinta CA. (Keehn Roat residence) plan check number: 11-0934 Because of the scope of the project, and the various consultantsinvolved, we have taken longer than originally anticipated to satisfy all conditions to obtain a permit. You understanding is greatly appreciated. Please call if you have any questions. My contact info is below. Thank you Jaime E. Mencia The Edifice Group DESIGN+BUILD 8339 Oakdale Ave. Winnetka CA 91306 lic. #13-878086 818 648-1078 cell www.the-edifice-group.com CONFIDENTIALITY NOTICE: This e-mail is intended only for the party to whom it is addressed as it may contain privileged or confidential information. If you are not the intended recipient, you are hereby notified that any use, dissemination or copying of this transmission is prohibited. If you have received this transmission in error, please notify The Edifice Group immediately and delete this e-mail and any copies. f. CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/26/2089 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are om lete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: Developer: J 4 I A . 'PI D A — (pc -A kk-1— Tract No.: Tract Name: Lot No.(s): 4 Address(s): 15 F0 r 25NM jN.5UGA. Phone Number: �` ) �►�% ttf i The following are the requirements for Public Works Clearance to authorize issuance of a Building & Safety Department: building permit from the 1. 0 �� fir•=� Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad cimum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Solis Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete'the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable.- PW approved building construction projects require either a WQMP or a completed WQMP exemption form. r Approved maps/plans may be viewed at the following link: http•//www la-Quinta.org/PlanCheck/m search aspf I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: / 2 -- Public Works Distribution: ( Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChed lists - Forms & AppBeatonslFams & ApplicationslGREEN SHEET cover & PM10 less than 1 Acre Revised 9-2"9.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM10 Aampmpnt 1<1 acrplint nr Infill arniortt Project Information Project Contractor: 8� fl /��S/✓% /f} Cr�iV ST- �T� c _ Project Phase (check one) Construction Demolition. Project Name: 1k.E45�-I1J/ 21.O -A 7- p -j5,$/ xJF,#,je6 Project Tract/Lot Numbers:: 72-2-AG7` ' Project Street Address: 67 y% (°�''' 1v-/` W�" a 0/yam" z2 Total Acres in Active Construction (<1 acre per Lot): * 5.; - Anticipated Start Date: Anticipated Completion Date: :2 PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: GAJ?'Y B1i1�-A-,�S A4Y+ Title: Pir-W IMSA Company Name: 15A09'-9 �sAd rl Cd /J / • 14 C Mailing Address: 4�0 ._-G5.N 1-p p / .1 01J City,State, ZIP Code: l /U - D v ST72�� G4 f / % _ . Primary Phone #: Le -7 o 1 a Fax #: d9 1{60 - Zvi `f 24 Hour Emergency Phone#: G� l _-_ ) 3 -% (0 - Cell Phone M D '" ? 7 �7 - • Email Address: r e.o M PM10 Certificate #: The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 204, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; ❖ Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any C it#County initiatetementactivities. ��-✓ - 2/3 12 Signa re of Property Owner or Authorized Representative Date T:IChecldists - Fonns 8 ApplicationslForrns & ApplicalionslGREEN SHEET cover & PM10 less than 1 Acre Revised 9-25.09.doc PGA WEST FAIRWAYS ASSOCIATION May 11, 2012 Peninsula Park Lot 4 LTD PTP ATTN: Jacqueline Keehn 15300 Ventura Blvd. #315 Sherman Oaks, CA 91403 Re: Architectural Application — 57-350 Peninsula Lane Dear Homeowner: The Architectural Committee has reviewed your request for the new home construction within Peninsula Park. I am pleased to inform you that the Architectural Committee has approved your application as submitted. .Enclosed is Exhibit C — the Compliance Review Request form. Please complete this form after the work is completed and return.it by mail or fax to the address below so the completed project can be inspected. If you have any questions, please contact Cassie Gertz, Operations Manager at 760-776-5100 Ext. 345 or email: Cass ie.Gertzt7a ie.Gertz@Managemeiittrust.com. Sincerely, For the Architectural Committee PGA WEST Fairways Association CLAM, PCAM C —Compliance Review Request cc: Lot File Architectural Committee Post Office Box 1690 - La Quinta, California 92247 - Phone (760) 776-5100 - Fax (760) 776-5111 EXHIBIT C COMPLIANCE, REVIEW REQUEST Owners are urged to provide appropriate notice to the Architectural Committee as to the progress of the construction, reconstruction or the alteration of improvements particularly in the case of major construction, reconstruction or alterations. Requests for, compliance reviews should be made upon completion of the approved installations. It is the Owner's specific responsibility to insure that all Improvements are completed in strict compliance with the approved plans and specifications, governmental requirements, and Regulations including but not limited to setbacks, elevations; grading, colors, and landscaping. Architectural Committee compliance reviews are independent of governmental inspections. Committee approval does not constitute or eliminate the need for governmental .inspections. TO: PGA WEST Fairways Association P.O. BOX 1690 La Quinta, CA 92247 Attn: ARCHITECTURAL COMMITTEE FAX: (760) 776-5111 NAME OF OWNER: PROPERTY ADDRESS: MAILING ADDRESS: TELEPHONE #: Indicate below the .Improvements that have been completed for which a request for inspection is being made pursuant to this request. A description of type of work that should 'be completed at each of the following stages of the construction follows. OWNER'S SIGNATURE: DATE: Compliance Review Fee Schedule: Exhibit "C" Page 1 of l First Review Second Review Additional Reviews Minor Application Included $25.00 $25.00 Moderate/Major Application Deposit of $500-$5,000 Included $50.00 $100.00 Deposit of $5,001415,000 Included $50.00 $100.00 Deposit of $15,001 and over Included $50.00 $100.00 Architect Review Actual Cost $100.00+ $200.00+ Actual Cost Actual Cost Exhibit "C" Page 1 of l CITY OF LA QUINTA"SUB-CONTRACTOR LIST JOB ADDRESS 7 '�l! '�'s�h. � PERMIT NUMBER OWNER / BUILDER This form shall be posted on the job with the Building Inspection Card. at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. ;. :.s.:>:.. _ .: ;..: Business Uce o tractor : <:•:>:>.:.::::.::::::: "'St t* .s LicensB. . :::..:;.: :..:....::.:> . ... Trade / Classification C n Workeis.Com ensation;Insurance:'>:: :....':::;:.:: City nse. Company Name Classification License Number Exp. Date Carrier Name Policy Number Exp. Date License Number Exp. Date (e.g. A,13, C-8) (xxxxxx) (xx/xx/xx) (e.g. State Fund, CalComp) (Format Varies) (xx/xx/xx) (xxxx) (xx/xx/xx) EARTHWORK 1C-12). CONCRETE (C-8)'': 7. FRAMING STRUCT::STEEL (C-51) MASONRY (C-29) PLUMBING (C-361 LATH. PLASTER (C35) (/J DRYWALL (C-9)...- HVAC- (C720)': `. ELECTRICAL.IC-10)'5`7 -� ROOFINGIC?39) :::..°<> ' . OdFi,vG /J /�7% ZZ70 :SHEET METAL IC=4311 GLAZING (C-17):' I INSULATION`. (C72).' SEWAGE DISP; (6-42) PAINTIN -33) . CERAM IL . C-54) A. CA E - ) LA D APIN POOL (C-53) Plan Submittal Job Site Building Permit Number: Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Owner's Name Number, Street, or PO Box City, State, Postal Code Owner's Phone Number Owners E -Mail Address Project Managers Name Project Managers Phone Number Project Managers E-mail Address Builder / Contra Number, Street or PO City, State, Postal C Project Square City Approval By Date of City Approval Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse* 2/29/2012 57350 Peninsula Ln. J. Keehn / R. Roat {� D v 0 2012 n APS � Jaime E. Mencia Lay 818-648-1078 edi ficearouo ®sbcgloval.net Braaksma Construction, Inc. 1140 Center Drive, Unit W. Industry, Ca 91789 6,215 Tons I Not recyclable Recyclable Recyclable Recyclable Recyclable Recyclable Recyclable Recyclable Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0 Recyclable 1 Recyclable 0 Recyclable 0 Recyclable 0 Recyclable 14.29 Recyclable 0 Recyclable 11.92 0 0 1.55 0 0.6 0.37 0 *Describe Items 2.52 17.81 15.29 Totals: Recycle Trash Projected Diversion: 17.81 11.92 59.9% 1 understand It is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the jobsite waste Is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However. the DMP is still.issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept Informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer station. Owner / Developer / Project Manager / Superintendant Date Elgctroni&ally Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronically Signed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Inc) 5/14/2012 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Demo Version. Calculations not accurate. Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 21212012 Project Address 57350 Peninsula Lane La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4,331 Addition rVa # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavi Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 4,331 Perim = 0' LL New Roof Wood Framed Attic R-38 New Wall Wood Framed R-21 38 I New Door Opaque Door None New APPROVED FOR QNST-RUCTIGN FENESTRATION U - Orientation Area Factor SHGC Overhang Sidefins Shades Status Left (N) 30.0 0.350 0.29 none none Bug Screen New Right (S) 6.0 0.350 0.29 24.0 none Bug Screen , New Front (W) 36.0 0.350 0.29 none none Bug Screen New Rear (E)x'96.0 0.340 0.26 none none Bug Screen New Right (S) 15.0 0.350 0.29 6.0 none Bug Screen New Right (S) 42.0 0.710 0.73 none none Bug Screen New Right (S) 42.0 0.340 0.26 6.0 none Bug Screen New Rear (E) 7.0 0.710 0.73 12.0 none Bug Screen New Rear (E) 27.0 0.710 0.73 none none Bug Screen New Left (N) 76.7 0.710 0.73 none none Bug Screen New Front (M 25.0 0.350 0.29 9.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Central Fumace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status New systems Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Oty. Type Gallons Min. Eff Distribution Status 2 Instant Gas 0 0.82 Kitchen Pipe Ins New Ener Pro 5.1 by Ener Soft User Number: Invalid RunCode: 2012-02-01722:19:19 ID: Pae 1 of 7 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: Ca10ERTS, Inc Elgctronidally Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronically Signed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Inc) 5/14/2012 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Demo Version. CalculaiYons not accurate. Building Type © Single Family O Addition Alone ❑ Multi Family O Existing+ Addition/Alteration Date 212/2012 Project Address 57350 Peninsula Lane La Quinta Carrfomia Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4,331 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form. EI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Front (IN) 48.0 0.340 0.26 9.0 none Bug Screen New Rear (E) 240.0 0.510 0.32 19.0 none Bug Screen - New Rear (E) 76.7 0.710 0.73 19.0 none Bug Screen New HVAC SYSTEMS City. Heatin Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status WATER HEATING Ot . Type Gallons Min. Eff Distribution Status Ener Pro 5.1 by Ener Soft User Number: Invalid RunCode: 2012-02-01722:19:19 ID: Page 2 o-77-1 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: Ca10ERTS, Inc Eleptronically Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronically Signed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Inc) 5/14/2012 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Demo Version. Calculations not accurate. Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 21212012 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. The Roof R-38 Roof Attic 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 section 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. The HVAC System New systems includes credit for Verged Fan Energy. Measured Fan Energy may not exceed 0.58 w/cfm. The HVAC System New systems incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. Compliance credit for quality installation of insulation has been used. HERS field verification is required. The HVAC System New systems includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System New systems incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ener Pro 5.1 by Ener Soft User Number: Invalid RunCode: 2012-02-01722:19:19 ID: Pae 3 of 7 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: Ca10ERTS, Inc Elpctroniaally Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronically Signed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Inc) 5/14/2012 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type © Single Family ❑ Addition Alone Date Demo Version. Calculations not accurate. ❑ Multi Family ❑ Existing+ Addition/Alteration 2/2/2012 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 3.24 3.09 0.15 Space Cooling 49.14 48.88 0.26 Fans 9.75 9.71 0.04 Domestic Hot Water 8.42 6.14 2.28 Pumps 0.00 0.00 0.00 Totals 70.55 67.82 2.73 Percent Better Than Standard: 3.9% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (►M 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (tM 710 109 Fuel Available at Site: Natural Gas (N) 1,469 107 Raised Floor Area: 0 (E) 1,063 447 Slab on Grade Area: 4,331 (S) 954 105 Average Ceiling Height: 11.7 Roof 4,331 0 Fenestration Average U -Factor: 0.51 TOTAL: 767 Average SHGC: 0.42 Fenestration/CFA Ratio: 17.7% REMARKS EnerGwise 2012 Copyright STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed CABEC to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Cafitomb 0.ss«atbn ofBuildin Em tgy C�Itants Efficiency Standards of the California Code of Regulations. MaMMI—W ROS-MU96 MUG= The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Not Valid for Use XT�� 3236 San Anseline Ave Mart Mirand, CEA, CEPE X012 Address Name y CRY/State/ZipCRY/State/Zip Long Beach, CA 90808 Phone 562 547-6364 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 recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company The Educe Group tj Address 8339 Oakdale Ave Name Jaime E Mencia ` City/State2ip Winnetka, CA 91506 Phone 818-648-1078 Signed License # Date Enei1gyPro 5.1 b Ener Soft User Number: Invalid RunCode: 2012-02-01T22:19:19 ID: Page 4 of 7 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: Ca10ERTS, Inc Electronically Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronically Signed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Inc) 5/14/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Demo Version. Calculations not accurate. Building Type ® Single Family 0 Addition Alone 0 Multi Family ❑ Existing+ Addition/Alteration Date 2/2/2012 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavitv Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Locabon/Comments Slab 824 0.730 None 0 180 New 4.4.7-A1 North Bedrooms Roof 824 0.025 R-38 0 0 New 4.2.1-A21 North Bedrooms Wall 526 0.069 R-21 0 90 New 4.3.1-A6 North Bedrooms Wall 312 0.069 R-21 180 90 New 4.3.1-A6 North Bedrooms Wall 337 0.069 R-21 270 90 New 4.3.1-A6 North Bedrooms Wall 114 0.069 R-21 90 90 New 4.3.1-A6 North Bedrooms Slab 1,648 0.730 None 0 180 New 4.4.7-A1 South Bedrooms Roof 1,648 0.025 R-38 0 0 New 4.2.1-A21 South Bedrooms Wall 673 0.069 R-21 0 90 1 New 4.3.1-A6 South Bedrooms Door 21 0.500 None 0 90 New 4.5.1-A4 South Bedrooms Door 21 0.500 None 0 90 New 4.5.1-A4 South Bedrooms Wall 537 0.069 R-21 180 90 New 4.3.1-A6 South Bedrooms Wall 48 0.069 R-21 270 90 New 4.3.1-A6 South Bedrooms Wall 267 0.069 R-21 90 90 New 4.3.1-A6 South Bedrooms Slab 1,8591 0.730 None 01 180 New 14.4.7 -Al lCommon Roof 1 1,8591 0.025 R-38 01 0 New 14.2.1-A21 lCommon FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Locabon/Comments 1 Window 10.0 0.350 NFRC 0.29 NFRC 0 New Sierra Radius Aspen Casement North Bedrooms 2 Window 10.0 0.350 NFRC 0.29 NFRC 0 New Sierra Radius Aspen Casement North Bedrooms 3 Window 10.0 0.350 NFRC 0.29 NFRC 0 New Sierra Radius Aspen Casement North Bedrooms 4 Window 6.0 0.350 NFRC 0.29 NFRC 180 New Sierra Radius Aspen Casement North Bedrooms 5 Window _- 36.0 0.350 NFRC 0.29 NFRC 270 New Sierra Radius Aspen Casement North Bedrooms 6 Window 48.01 0.340 NFRC .„1 0.26 NFRC 90 New Sierra Radius Glass Inswing Doi North Bedrooms 7 Window 15.0 0.350 NFRC 0.29 NFRC 180 New Sierra Radius Aspen Casement South Bedrooms 8 Window 36.0: 0.710 Default 0.73 Default 180 New Double Metal Clear South Bedrooms 9 Window 42.0 0.340 NFRC 0.26 NFRC 180 New Sierra Radius Glass Inswing Doi South Bedrooms 10 Window 4 / 6.0 0.710 Default 0.73 Default 180 New Double Metal Clear South Bedrooms 11 Window 7.0 0.710 Default 0.73 Default 90 New Double Metal Clear South Bedrooms _ 12 Window 27.01 0.710 Default 1 0.73 Default 90 New Double Metal Clear South Bedrooms 13 Window 48.0 0.340 NFRC 0.26 NFRC 90 New Sierra Radius Glass Inswing Do South Bedrooms 14 Window 76.7 0.710 Default 0.73 Default 0 New Double Metal Clear Common 15 Window 25.0 0.350 NFRC 0.29 NFRC 270 New Sierra Radius Aspen Casement 1 Common 16 Window 48.0 0.340 NFRC 0.26 NFRC 270 New Sierra Radius Glass Inswing Doi Common (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC T 11 &B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len Hot 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 3.0 2.0 24.0 2.0 2.0 2.0 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 5.0 3.0 6.0 1.0 6.0 3.0 8 Bug Screen 0.76 9 Bug Screen 0.761 7.0 6.0 6.0 1.0 6.0 3.0 10 Bug Screen 0.76 11 Bug Screen 0.76 2.0 3.5 12.0 2.0 0.0 3.0 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 6.0 5.0 9.0 4.01 6.01 6.0 16 ug Screen I Q. 761 8.01 6.0 9.0 4.01 6.01 6.0 EnergyPro 5.1 by Ener Soft User Number: Invalid RunCode: 2012-02-01T22:19:19 ID: Page 5 of 7 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: CalCERTS, Inc Elegtronically Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronically Signed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Inc) 5/14/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name DemoVersion. Calculations not accurate. Building Type @ Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 121212012 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 121 0.069 R-21 0 90 New 4.3.1-A6 Common Wall 216 0.069 R-21 270 90 New 4.3.1-A6 Common Wall 235 0.069 R-21 90 90 New 4.3.1-A6 Common FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 17 Window 240.0 0.510 NFRC 0.32 NFRC 90 New Fleetwood Norwood 3070ex PPi Common 18 Window 76.7 0.710 Default 0.73 Default 90 New Double Metal Clear Common (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC T 1166 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Overhang Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 8.0 30.0 19.0 0.1 4.0 4.0 18 Bug Screen 0.76 10.0 7.5 19.0 0.1 4.0 4.0 EnergyPro 5.1 by Ener Soft User Number: Invalid RunCode: 2012-02-01722:19:19 ID: Page 62f 7 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: Ca10ERTS, Inc Electronically Filed by Marty Mirand, CEA , CEPE and Authenticated at Ca10ERTS.com - 2/2/2012 Electronicallv Sianed at Ca10ERTS.com by Gary Braaksma (Braaksma Construction Tncl 5/14/2012 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Demo Version. Calculations not accurate. ll Building Type 10 Single Family ❑ Multi Family ❑ Addition Alone ❑ Existing+ Addition/Alteration Date 21212012 BUILDING ZONE INFORMATION Tank Cap. al Energy Factor or RE Standby Loss or Pilot System Name Zone Name Floor Area New I Existing Altered I Removed Volume Year Built News stems Zone 3 824 10,053 n/a Zone 1 1, 648 17,304 Zone 2 1.859 23 423 Totals 4,3311 01 01 01 1 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status New systems 2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New .�T HVAC DISTRIBUTION System Name New systems Ducted WATER HEATING SYSTEMS Ducted System Name Qtv. TvDe Distribution Noritz America Corp. NCI2 Instant Gas Kitchen Pipe Ins MULTI -FAMILY WATER HEATING DETAILS Hot Water Piping Lenl HP I Plenum I Outside Duct Ducts Duct Location R -Value Tested? Status Ceiling Ins, vented 8.0 0 New 13 13 ❑ Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status 199,900 0 0.82 n/a n/a New HYDRONIC HEATING SYSTEM PIPING C 0 i� Q System Name Pipe Length Pipe Diameter Insul. I Thick. I Ener Pro 5.1 by EnergySoft User Number: Invalid RunCode: 2012-02-01722:19:19 ID: Pae 7 of 7 Reg: 212-N0005819A-000000000-0000 Registration Date/Time: 2012/02/02 14:37:15 HERS Provider: Ca10ERTS, Inc PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 �l RIVERSI' E GUUN'T`X FIRE DEPARTMENT 1 IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 1 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax(760)863-7072 www.rvcfire.org May 17, 2012 Fire Sprinkler Systems 705 E. Harrison St. #200 Corona, CA Re: Residential Fire Sprinkler Plan Review Keehn and Roat Residence 57-350 Peninsula Ln. The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside. County Fire Department Planning & Engineering personnel and are approved with the following conditions: A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum % 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 shut off 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. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule ihspection(s) a minimum of 72 hours prior to the requested inspection date. r All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection. Sincerely, Jaso Stubble Fire Safety Specialist PROUDLY SERVING ri-iL UNINCORPORATED ARFAS OF RIVERSIDE COUNTY AND THE CITIES OF B A NN 1 N(,• Fir. Mull i AL IM L", A?14 ,*o r4 (,(.IAC.FIFE ,! A DESERT HM SPRINGS l". ASI VALE INDIAN WCIA$ INDIO LAKE ELSINOPF. L.A QUINT A MFNIF EF. MORENO VALLEY PALM DFSFP1 PERRIS RANCHO MIRAGE Rusio0uy. (-'SL) SAN JACINJ'C TcmccuL./. VVILW)MAR BOARD OF SUPERVISORS RIVERsir),-- C(DUNTY FIRE DEPAFR-F[',-'1F-",:,T -7.933 La Wwlar'-a s Rd S!e #2G1 Palrii D esv:',f Ih • F a X t76C)) 852 7 7 v1v,-A, r%, c f ii (.-. -0 r a February 23, 2012 gy Fire Sprinkler Systems 705 E Harrison St #200 Corona. CA Re Residential Fire Sprinkler Plan Review 57-350 Peninsula Lane The Riverside County Fire Department Planning & Engineering personnel have reviewed your sprinkler plans for the above referenced project Please be advised that your plans require the following corrections Please provide the following information in your next submittal: 1) Provide a recent (within 6 months) water flow verification letter from the water purveyor 2) Provide calculations based on the ACTUAL water flow 3) Provide manufacturer's cut sheet for the water meter 4) Provide 'to scale' underground/site piping plans with matching hydraulic node points 5) Provide sprinkler node points on floor sprinkler plans NO inspections will be performed until Riverside County Fire Department Planning Engineering staff has approved the corrected plans All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886 Sincerely Jason Stubble Fire Safety C,( 1: x- V Ck-16 VIICAVC 4`1" .; G_ Residential Connection Charge Estimate Date: March 27, 2012 Customer Name: Braaksma Construction Parcel No. 762-150-004 Address: 57350 Peninsula Ln, La Quinta Lot No. 4 Size of Lot: Type of Service: R -i: 0 Duplex: ❑ Phone No. (818) 464-5040 Geo. 06-07-21-4 LID: 654890 Block No. 0 23,522 sq. ft. Tract No. 28522 Triplex: ❑ Apts: ❑ SWSc:.$. 32.3 7,'662:60 Acres: 0.54 SWSC: $14,190.00 /acre WSBFC: $. =. 3;75.6.00 60 SCC: $ 4;231.00 Treatment: - $2,395/edu collection: $1,836/edu Meter: inch= Meter Size: 1 inch Meter surcharge:.; 2512:00 . service size: i:1/2 inch . . Service• . ervice• Meter & Service::.'- Backflow: Backflow: $: - Other: ,...... _....G.•,.; ....,;..;:..;;60000..(see explanation below) Sewer Lateral:., $`: - Total: $ . 21,195.60 Other: Abandon / Relocate Abandon existing 1" se.rmce Information Supplied By Customer )L CVWD System Data Domestic Water Demand* Max. Flow= Min. Pressure Fire Sprinkler Demand* Max. Flow= :. Min. Pressure System Type: Multi 2.2.;1°8 gP.m 60 `. psi. 32:3_. gpm . 48.4 psi Stand Alone ❑ Service Connection** Max. Flow*= 32.3 gprr) Inlet Pressure= 73 p51 Outlet Pressure= 60 psi Meter Size = 1 inch= Service Size= 1.5 inch ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION 11 Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Badger Meter DESCRIPTION Recordall' Cold Water Bronze Disc Meter Size 3/4" (DN 20mm) NSF/ANSI Standard 61 Certified, Annex G Badger Meter offers the Recordall' Disc meter in Cast Bronze and a Lead -Free Alloy. The Lead -Free Alloy (Trade designation: M35 -LL) version has been certified to comply with NSF/ANSI Standard 61, Annex G and carries the NSF -61 Mark on the housing. All components of the Lead -Free Alloy meter, i.e., disc, chamber, housing, seals, etc. comprise the certified system. APPLICATIONS: For use in measurement of potable cold water in residential, commercial and industrial services where flow is in one direction only. OPERATION: Water flows through the meter's strainer and into the measuring chamber where it causes the disc to nutate. The disc, which moves freely, nutates on its own ball, guided by a thrust roller. A drive magnet transmits the motion of the disc to a follower magnet located within the permanently sealed register. The follower magnet is connected to the register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the register dial face. OPERATING PERFORMANCE:The Badger Meter Recordall Disc meters meet or exceed registration accuracy for the low flow rates (95%), normal operating flow rates (100 ± 1.5%), and maximum continuous operation flow rates as specifically stated by AWWA Standard C700. CONSTRUCTION: Badger Meter Recordall Disc meter construction, which complies with ANSI/AWWA standard C700, consists of three basic components: meter housing, measuring chamber, and permanently sealed register. The water meter is available in bronze and Lead -Free Alloy with externally -threaded spuds. A corrosion -resistant engineered polymer material is used for the measuring chamber. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No change gears are required foraccuracy calibration. Interchangeabilityof parts among like -sized meters also minimizes spare parts inventory investment. The built-in strainer has an effective straining area of twice the inlet size. MAGNETIC DRIVE: Direct magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling for straight -reading, remote or automatic meter reading options. SEALED REGISTER: The standard register consists of a straight -reading odometer -type totalization display, 360° test circle with center sweep hand and flow finder to detect leaks. Register gearing consists of self-lubricating engineered polymer gears to minimize friction and provides long life. Permanently sealed; dirt, moisture, tampering and lensfogging problems are eliminated. Multi -position register simplifies meter installation and reading. Automatic meter reading systems are available for all Recordall Disc meters. All reading options are removable from the meter without disrupting water service. TAMPER -PROOF FEATURES: Customer removal of the register to obtain free water can be prevented when the optional tamper detection seal wire screw orTORX'tamper resistant seal screw is added to the meter. Both can be installed at the meter site or at the factory. MAINTENANCE: Badger Meter Recordall Disc meters are designed and manufactured to provide long-term service with minimal maintenance. When maintenance is required, it can be performed easily either at the meter installation or at any other convenient location. Asan alternative to repair by the utility, Badger Meter offers various maintenance and meter component exchange programs to fit the needs of the utility. CONNECTIONS: Tailpieces/Unions for installations of meters on various pipe types and sizes, including misaligned pipes, are available as an option. RD -T-3/4 (4-11) Model 35 SPECIFICATIONS IT. Laying Length Typical Operating 3/4-35 GPM (.17 to 7.9 M3 /hr) Range (100%± 1.5%) 3/4" x Low Flow 3/8 GPM (.085 m3/hr) (Min. 97%) 3/4" Maximum 25 GPM (5.7 M3 /hr) Continuous Operation 1"(3/4") Pressure Loss 5 PSI at 25 GPM at Maximum (.37 bar at 5.7 M3 /hr) Continuous Operation 1" Maximum Operating 80°F (26°C) Temperature Maximum Operating 150 PSI (10 bar) Pressure Measuring Element Nutating disc, positive displacement RegisterType Straight reading, permanently sealed magnetic drive standard. Remote reading or Automatic Meter Reading units optional. Register Capacity 10,000,000 Gallons, 1,000,000 Cubic Feet, 100,000 m3. 6 odometer wheels. Meter Connections Available in bronze and engineered polymer to fit 3/4° spud thread bore diameter sizes. See table below. METER SPUD AND CONNECTION SIZES Size Designation x IT. Laying Length "B" Bore Dia. Coupling Nut and Spud Thread Tailpiece Pipe Thread (NPT) 3/4" x 7'h" 3/4" 1"(3/41 3/4" 3/4" x 9" 3/4" 1"(3/4") 3/4" 3/4"xl" x 9" 3/4" 1'/4"(1") 1" MATERIALS Meter Housing Cast Bronze, Lead -Free Alloy Housing Bottom Plates Bronze, Cast Iron, Lead -Free Alloy Measuring Chamber Engineered Polymer Disc Engineered Polymer Trim Stainless Steel, Bronze Strainer Engineered Polymer Disc Spindle Stainless Steel Magnet Ceramic Magnet5pindle Stainless Steel Register Lid and Shroud Engineered Polymer, Bronze Generator Housing Engineered Polymer Technical Brief PRESSURE LOSS CHART Rate of Flow, In Gallons per Minute 1 e • • • to se .• •• .o too ACCURACY CHART Rate of Flow, in Gallons per Minute .1 10 to 100 Sweep Hand Registration MODEL GALLON A B C D APPROX. METER METER LAYING HEIGHT HEIGHT CENTERLINE SHIPPING SIZE MODEL LENGTH REG. /RTR GEN. BASE WIDTH WEIGHT 3/4" 35 71/2" 51/8' 6s/8" 15/8' 5" 51/2 Ib. (20mm) (190mm) (133mm) (168mm) (41 mm) (127mm) (2.5kg) 3/4" 35 9" 51/4" 65/8' 15/8' 5" 53/41b. (20mm) (229mm) (133mm) (168mm) (41 mm) (127mm) (2.6kg) 3/4"x 1" 35 9" 51/4" 65/8' 15/8" 5" 61b. (20mm) (229mm) (133mm) (168mm) (41 mm) (127mm) (2.7kg) Sweep Hand Registration MODEL GALLON CU.FT. CU. METER M35 10 1 .1 e 9 35 t.',, Recordair 8 2= e carom 0 O = Y.' 7 Gallons -3Z �•`ss'�'��"'•r, i_i' QI,�IQ a 1 1 1 o,oa 35 0 6 4 , "' 5 `` Recoroalr Ln"1_ o,ae �_ Y.• n Re%oft '8 ®P mmrmr -.7 Cubic Feet .3 r----�----� RTR and Recordall are registered trademarks of Badger Meter, Inc. Other tradernarks appearing in this document are the property of their respective entities Copyright 2011 Badger Meter, Inc. All rights reserved. F Due to continuous research, product improvements and T"n / enhancements, Badger Meter reserves the right to change 1 V V product or system specifications without notice, except to the SUD extent an outstanding contractual obligation exists. Badger Meter I P.O. Box 245036, Milwaukee, Wisconsin 53224-9536 800-876-38371 infocentral@badgermeter.com I www.badgermeter.com DATE: 4/4/2012 S:\FERNANDO\31022\CALL\31022.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR KEEHN & ROAT RESIDENCE LA QUINTA, CALIFORNIA 57350 PENINSULA LANE 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 4/4/2012 File No: 31022 Data File Name: 31022.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist'. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc. Pend. (16x16) K=4.90 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 3/27/12 By: FSS Static: 65.7 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node; Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 4 18.0 65.7 36.7 2 13.0 7.6 4 31.4 65.7 55.0 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf e RESULTS OF ANALYSIS Page 2 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.874 9 9 5.00 150 10 0.874 10 9 44.50 150 11 0.874 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 13 13 4.00 150 14 0.874 14 13 32.00 150 15 0.874 4LB ---- 493.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 13.7 31.0 ---- 493.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 13.7 R ---- 493.0 ---- ---- -5.4 0.04 11.0 ---- -10.4 0.12 13.7 1.0 ---- 493.0 ---- ---- -0.02 0.00 11.0 ---- -0.06 0.00 13.8 2LB ---- 493.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 13.8 17.0 ---- 493.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 13.8 B5R ---- 493.0 ---- ---- -5.4 0.98 11.0 ---- -10.4 3.28 13.8 8.0 ---- 493.0 ---- ---- -0.02 0.00 12.0 ---- -0.06 0.00 17.1 R ---- 493.0 ---- ---- 0.0 0.00 12.0 ---- 0.0 0.00 17.1 1.0 ---- 493.0 ---- ---- 0.00 0.00 12.0 ---- 0.00 0.00 17.1 B ---- 493.0 ---- ---- -5.4 0.30 12.0 ---- -10.4 1.00 17.1 3.0 ---- 493.0 ---- ---- -0.02 0.00 12.3 ---- -0.06 0.00 18.1 LB ---- 493.0 ---- ---- 0.0 0.00 12.3 ---- 0.0 0.00 18.1 10.0 ---- 493.0 ---- ---- 0.00 0.00 12.3 ---- 0.00 0.00 18.1 B8R ---- 493.0 ---- ---- -5.4 0.80 12.3 ---- -10.4 2.69 18.1 11.0 ---- 493.0 ---- ---- -0.02 0.00 13.1 ---- -0.06 0.00 20.8 15 15 47.00 B8R ---- 493.0 ---- ---- -5.4 1.08 13.1 ---- -10.4 3.62 20.8 150 16 0.874 11.0 ---- 493.0 ---- ---- -0.02 0.00 14.2 ---- -0.06 0.00 24.4 16 16 10.50 BR ---- 493.0 ---- ---- -13.0 1.37 14.2 ---- -26.4 5.08 24.4 150 17 0.874 4.0 ---- 493.0 ---- ---- -0.09 0.00 15.5 ---- -0.35 0.00 29.5 PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ --------------------- --------------------- 1 1 18.50 - ---- 493.0 4.71 ---- 0.0 0.00 10.5 13.4 -13.4 1.85 8.1 150 2 0.874 0.0 ---- 493.0 ---- ---- 0.00 0.00 10.5 ---- -0.10 0.00 9.9 2 2 13.50 B4R ---- 493.0 ---- ---- 7.6 0.71 10.5 ---- 2.6 0.10 9.9 150 3 0.874 7.0 ---- 493.0 ---- ---- 0.03 0.00 9.8 ---- 0.00 0.00 9.8 3 3 18.50 B2R ---- 493.0 ---- ---- 13.0 2.22 9.8 ---- 13.0 2.22 9.8 150 4 0.874 5.0 ---- 493.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 4 3 5.00 B ---- 493.0 ---- ---- -5.4 0.15 9.8 ---- -10.4 0.50 9.8 150 5 0.874 3.0 ---- 493.0 ---- ---- -0.02 0.00 10.0 ---- -0.06 0.00 10.3 5 5 5.50 B ---- 493.0 ---- ---- 0.0 0.00 10.0 ---- 0.0 0.00 10.3 150 6 0.874 3.0 ---- 493.0 ---- ---- 0.00 0.00 10.0 ---- 0.00 0.00 10.3 6 5 43.00 L4R ---- 493.0 ---- ---- -5.4 1.01 10.0 ---- -10.4 3.37 10.3 150 7 0.874 11.0 ---- 493.0 ---- ---- -0.02 0.00 11.0 ---- -0.06 0.00 13.7 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.874 9 9 5.00 150 10 0.874 10 9 44.50 150 11 0.874 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 13 13 4.00 150 14 0.874 14 13 32.00 150 15 0.874 4LB ---- 493.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 13.7 31.0 ---- 493.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 13.7 R ---- 493.0 ---- ---- -5.4 0.04 11.0 ---- -10.4 0.12 13.7 1.0 ---- 493.0 ---- ---- -0.02 0.00 11.0 ---- -0.06 0.00 13.8 2LB ---- 493.0 ---- ---- 0.0 0.00 11.0 ---- 0.0 0.00 13.8 17.0 ---- 493.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 13.8 B5R ---- 493.0 ---- ---- -5.4 0.98 11.0 ---- -10.4 3.28 13.8 8.0 ---- 493.0 ---- ---- -0.02 0.00 12.0 ---- -0.06 0.00 17.1 R ---- 493.0 ---- ---- 0.0 0.00 12.0 ---- 0.0 0.00 17.1 1.0 ---- 493.0 ---- ---- 0.00 0.00 12.0 ---- 0.00 0.00 17.1 B ---- 493.0 ---- ---- -5.4 0.30 12.0 ---- -10.4 1.00 17.1 3.0 ---- 493.0 ---- ---- -0.02 0.00 12.3 ---- -0.06 0.00 18.1 LB ---- 493.0 ---- ---- 0.0 0.00 12.3 ---- 0.0 0.00 18.1 10.0 ---- 493.0 ---- ---- 0.00 0.00 12.3 ---- 0.00 0.00 18.1 B8R ---- 493.0 ---- ---- -5.4 0.80 12.3 ---- -10.4 2.69 18.1 11.0 ---- 493.0 ---- ---- -0.02 0.00 13.1 ---- -0.06 0.00 20.8 15 15 47.00 B8R ---- 493.0 ---- ---- -5.4 1.08 13.1 ---- -10.4 3.62 20.8 150 16 0.874 11.0 ---- 493.0 ---- ---- -0.02 0.00 14.2 ---- -0.06 0.00 24.4 16 16 10.50 BR ---- 493.0 ---- ---- -13.0 1.37 14.2 ---- -26.4 5.08 24.4 150 17 0.874 4.0 ---- 493.0 ---- ---- -0.09 0.00 15.5 ---- -0.35 0.00 29.5 DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 3 17 16 61..50 L2137R ---- 493.0 ---- ---- 7.6 2.84 14.2 ---- 16.0 11.30 24.4 150 18 0.874 20.0 ---- 493.0 ---- ---- 0.03 0.00 11.3 ---- 0.14 0.00 13.1 18 18 17.00 B3R ---- 493.0 ---- ---- 7.6 0.80 11.3 ---- 16.0 3.19 13.1 150 2 0.874 6.0 ---- 493.0 ---- ---- 0.03 0.00 10.5 ---- 0.14 0.00 9.9 19 17 2.00 L ---- 493.0 ---- ---- -13.0 0.28 15.5 ---- -26.4 1.02 29.5 150 101 1.101 7.0 ---- 491.0 ---- ---- -0.03 0.87 16.7 ---- -0.11 0.87 31.4 20 101 6.00 RCS ---- 491.0 ---- ---- -13.0 0.49 16.7 ---- -26.4 1.82 31.4 150 102 1.101 10.0 ---1- 485.0 -5 5 -0.03 2.60 19.8 5 -0.11 2.60 35.8 21 102 4.00 RG ---- 485.0 -5 5 -18.0 0.03 19.8 5 -31.4 0.08 35.8 150 103 1.985 5.0 ---- 481.0 ---- ---- 0.00 1.73 21.5 ---- -0.01 1.73 37.6 22 103 71.00 4LB ---- 481.0 ---- ---- -18.0 0.32 21.5 ---- -31.4 0.89 37.6 150 104 2.047 46.0 ---- 479.0 ---- ---- 0.00 0.87 22.7 ---- -0.01 0.87 39.4 23 104 50.00 EL2BG -13.0 479.0 ---- ---- -18.0 0.95 22.7 ---- -31.4 2.66 39.4 150 105 1.481 22.0 ---- 479.0 SRCE ---- -0.01 0.00 36.7 ---- -0.04 0.00 55.0 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot. PF - Pressure Loss due to Friction PE - Pressure'Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 3 at 6.95 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 16 at 14.12 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 4/4/2012 S:\FERNANDO\31022\CALL\31022.rdf Page 4 PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.481 2.00 4.00 8.00 3.00 3.00 9.00 0.00 0.00 0.00, 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.985 2.00 6.00 12.00 4.00 4.00 14.00 1.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C' S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 2.047 2.00 9.00 10.00 1.00 1.00 17.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.16 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square_ Petersburg, TN 37144 (931) 659-9760 . DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 5 WATER SUPPLY CURVE 75.0 67.5 I_ A P 60.0 R E 52.5 S S 45.0 U R 37.5 CB E 30.0 P 22.5 S I 15.0 i 7.5 CD 0.0 '' 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 65.7 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 65.7 psi @ 18.0 gpm 65.7 psi @ 31.4 gpm B = Required Water Supply D = Required Water Supply 36.7 psi U 18.0.gpm 55.0 psi @ 31.4 gpm DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 6 DATE: 4/4/2012 S:\FERNAI4DO\31022\CALC\31022.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR KEEHN & ROAT RESIDENCE LA QUINTA, CALIFORNIA 57350 PENINSULA LANE 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 4/4/2012 File No: 31022 Data File Name: 31022.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr:.RA0612 RFC43 Conc. 4/12CP(16xl6) K=4.30 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.17 (Incl. 1 Tee) 0.0 ft.,x 0.874 in. Arm -Over: K=4.14 (Incl. 1 Tee .& 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 3/27/12 By: FSS Static: 65.7 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in •Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node - Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.7 8 18.0 65.7 41.3 2 13.0 9.7 8 32.3 65.7 63.8 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 2 RESULTS OF ANALYSIS 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.8,74 9 9 5.00 150 10 0.874 10 9 44.50 150 11 0.874 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 13 13 4.00 150 14 0.874 14 13 32.00 150 15 0.874 15 15 47.00 150 16 0.874 16 16 10.50 150 17 0.874 4LB ---- 493.0 ---- ---- 13.0 4.44 14.2 ---- 13.0 4.44 14.2 31.0 ---- 493.0 4.17 13.0 0.09 0.00 9.7 13.0 0.09 0.00 9.7 R ---- 493.0 ---- ---- -6.7 0.05 14.2 ---- 0.3 0.00 14.2 1.0 ---- 493.0 ---- ---- -0.03 0.00 14.2 ---- 0.00 0.00 14.2 2LB ---- 493.0 ---- ---- 0.0 0.00 14.2 ---- 14.3 2.46 14.2 17.0 ---- 493.0 4.17 ---- 0.00 0.00 14.2 14.3 0.11 0.00 11.7 B5R ---- 493.0 -7 -- ---- -6.7 1.43 14.2 ---- -14.0 5.68 14.2 8.0 ---- 493.0 ---- ---- -0.03 0.00 15.6 ---- -0.11 0.00 19.8 R ---- 493.0 ---- ---- 0.0 0.00 15.6 ---- 0.0 0.00 19.8 1.0 ---- 493.0 ---- ---- 0.00 0.00 15.6 ---- 0.00 0.00 19.8 B ---- 493.0 ---- -- 7- -6.7 0.44 15.6 ---- -14.0 1.73 19.8 3.0 ---- 493.0 ---- ---- -0.03 0.00 16.1 ---- -0.11 0.00 21.6 LB ---- 493.0 ---- ---- 0.0 0.00 16.1 ---- 0.0 0.00 21.6 10.0 ---- 493.0 ---- ---- 0.00 0.00 16.1 ---- 0.00 0.00 21.6 B8R ---- 493.0 ---- ---- -6.7 1.17 16.1 ---- -14.0 4.65 21.6 11.0 ---- 493.0 ---- ---- -0.03 0.00 17.3 ---- -0.11 0.00 26.2 B8R ---- 493.0 ---- ---- -6.7 1.58 17.3 ---- -14.0 6.27 26.2 11.0 ---- 493.0 ---- ---- -0.03 0.00 18.8 ---- -0.11 0.00 32.5 BR ---- 493.0 ---- ---- -13.0 1.37 18.8 ---- -27.3 5.38 32.5 4.0 ---- 493.0 ---- ---- -0.09 0.00 20.2 ---- -0.37 0.00 37.9 PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ --------------------- --------------------- 1 1 18.50 ---- 493.0 ---- ---- 0.0 0.00 16.2 ---- 0.0 0.00 22.2 150 2 0.874 0.0 ---- 493.0 ---- ---- 0.00 0.00 16.2 ---- 0.00 0.00 22.2 2 2 13.50 B4R ---- 493.0 ---- ---- 6.3 0.51 16.2 ---- 13.3 2.01 22.2 150 3 0.874 7.0 ---- 493.0 ---- ---- 0.03 0.00 15.7 ---- 0.10 0.00 20.2 3 3 18.50 B2R ---- 493.0 ---- ---- 0.0 0.00 15.7 ---- 0.0 0.00 20.2 150 4 0.874 5.0 ---- 493.0 ---- ---- 0.00 0.00 15.7 ---- 0.00 0.00 20.2 4 3 5.00 B ---- 493.0 ---- ---- 6.3 0.20 15.7 ---- 13.3 0.78 20.2 150 5 0.874 3.0 ---- 493.0 ---- ---- 0.03 0.00 15.5 ---- 0.10 0.00 19.4 5 5 5.50 B ---- 493.0 ---- ---- 0.0 0.00 15.5 ---- 0.0 0.00 19.4 150 6 0.874 3.0 ---- 493.0 ---- ---- 0.00 0.00 15.5 ---- 0.00 0.00 19.4 6 5 43.00 L4R ---- 493.0 ---- ---- 6.3 1.35 15.5 ---- 13.3 5.29 19.4 150 7 0.874 11.0 ---- 493.0 ---- ---- 0.03 0.00 14.2 ---- 0.10 0.00 14.2 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.8,74 9 9 5.00 150 10 0.874 10 9 44.50 150 11 0.874 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 13 13 4.00 150 14 0.874 14 13 32.00 150 15 0.874 15 15 47.00 150 16 0.874 16 16 10.50 150 17 0.874 4LB ---- 493.0 ---- ---- 13.0 4.44 14.2 ---- 13.0 4.44 14.2 31.0 ---- 493.0 4.17 13.0 0.09 0.00 9.7 13.0 0.09 0.00 9.7 R ---- 493.0 ---- ---- -6.7 0.05 14.2 ---- 0.3 0.00 14.2 1.0 ---- 493.0 ---- ---- -0.03 0.00 14.2 ---- 0.00 0.00 14.2 2LB ---- 493.0 ---- ---- 0.0 0.00 14.2 ---- 14.3 2.46 14.2 17.0 ---- 493.0 4.17 ---- 0.00 0.00 14.2 14.3 0.11 0.00 11.7 B5R ---- 493.0 -7 -- ---- -6.7 1.43 14.2 ---- -14.0 5.68 14.2 8.0 ---- 493.0 ---- ---- -0.03 0.00 15.6 ---- -0.11 0.00 19.8 R ---- 493.0 ---- ---- 0.0 0.00 15.6 ---- 0.0 0.00 19.8 1.0 ---- 493.0 ---- ---- 0.00 0.00 15.6 ---- 0.00 0.00 19.8 B ---- 493.0 ---- -- 7- -6.7 0.44 15.6 ---- -14.0 1.73 19.8 3.0 ---- 493.0 ---- ---- -0.03 0.00 16.1 ---- -0.11 0.00 21.6 LB ---- 493.0 ---- ---- 0.0 0.00 16.1 ---- 0.0 0.00 21.6 10.0 ---- 493.0 ---- ---- 0.00 0.00 16.1 ---- 0.00 0.00 21.6 B8R ---- 493.0 ---- ---- -6.7 1.17 16.1 ---- -14.0 4.65 21.6 11.0 ---- 493.0 ---- ---- -0.03 0.00 17.3 ---- -0.11 0.00 26.2 B8R ---- 493.0 ---- ---- -6.7 1.58 17.3 ---- -14.0 6.27 26.2 11.0 ---- 493.0 ---- ---- -0.03 0.00 18.8 ---- -0.11 0.00 32.5 BR ---- 493.0 ---- ---- -13.0 1.37 18.8 ---- -27.3 5.38 32.5 4.0 ---- 493.0 ---- ---- -0.09 0.00 20.2 ---- -0.37 0.00 37.9 DATE: 4/4/2012 S:\FERNANDO\31022\CALL\31022.rdf Page 3 17 16 61.'50 L2B7R ---- 493.0 ---- ---- 6.3 2.04 18.8 ---- 13.3 7.99 32.5 150 18 0.874 20.0 ---- 493.0 ---- ---- 0.03 0.00 16.8 ---- 0.10 0.00 24.5 18 18 17.00 150 2 0.874 19 17 2.00 150 101 1.101 20 101 6.00 150 102 1.101 21 102 4.00 150 103 1.985 22 103 71.00 150 104 2.047 B3R - -- 493.0 ---- ---- 6.3 0.58 16.8 ---- 13.3 2.25 24.5 6.0 ---- 493.0 ---- ---- 0.03 0.00 16.2 ---- 0.10 0.00 22.2 L ---- 493.0 ---- ---- -13.0 0.28 20.2 ---- -27.3 1.09 37.9 7.0 ---- 491.0 ---- ---- -0.03 0.87 21.3 ---- -0.12 0.87 39.8 RCS ---- 491.0 -.--- ---- -13.0 0.49 21.3 ---- -27.3 1.93 39.8 10.0 ---- 485.0 -5 5 -0.03 2.60 24.4 5 -0.12 2.60 44.3 RG ---- 485.0 -5 5 -18.0 0.03 24.4 5 -32.3 0.08 44.3 5.0 ---- 481.0 ---- ---- 0.00 1.73 26.2 ---- -0.01 1.73 46.2 4LB ---- 481.0 ---- ---- -18.0 0.32 26.2 ---- -32.3 0.94 46.2 46.0 ---- 479.0 ---- ---- 0.00 0.87 27.4 ---- -0.01 0.87 48.0 23 104 50.00 EL2BG -13.0 479.0 ---- ---- -18.0 0.95 27.4 ---- -32.2 2.80 48.0 150 105 1.481 22.0 ---- 479.0 SRCE ---- -0.01 0.00 41.3 ---- -0.04 0.00 63.8 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 16 at 6.95 ft/s with '1 'sprinkler flowing. The maximum velocity of water flow occurs in pipe 16 at 14.58 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 4 PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 .0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.481 2.00 4.00 8.00 3.00 3.00 9.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.985 2.00 6.00 12.00 4.00 4.00 14.00 1.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45'Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 2.047 2.00 9.00. 10.00 1.00 1.00 17.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.11 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.07 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or*13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 DATE: 4/4/2012 S:\FERNANDO\31022\CALL\31022.rdf WATER SUPPLY CURVE 75.0 I_ 67.5 A D P 60.0 R E 52.5 S S 45.0 U B R 37.5 E ( 30.0 P 22.5 S I 15.0 I 7.5 0.0 04 8 12 16 20 24 28 32 36 FLOW (GPM) Static = 65.7 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 65.7 psi @ 18.0 gpm 65.7 psi @ 32.3,gpm. B = Required Water Supply D = Required Water Supply 41.3 psi @ 18.0 gpm 63.8 psi @ 32.3 gpm Page 5 40 J DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 6 DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR KEEHN & ROAT RESIDENCE LA QUINTA, CALIFORNIA 57350 PENINSULA LANE 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 3 Date: 4/4/2012 File No: 31022 Data File Name: 31022.rdf SPRINKLER SPACING Page 1 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Beta Spklrs: 10.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 3/27/12 By: FSS Static: 65.7 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 20.0 18.0 1 20.0 18.0 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 6 25.0 65.7 55.8 6 25.0 65.7 55.8 DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 2 RESULTS OF ANALYSIS 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.874 9 9 5.00 150 10 0.874 1.0 9 44.50 150 11 0.874 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 4LB ---- 493.0 ---- ---- 0.0 0.00 22.1 ---- 0.0 0.00 22.1 31.0 ---- 493.0 ---- ---- 0.00 0.00 22.1 ---- 0.00 0.00 22.1 R ---- 493.0 ---- ---- -8.6 0.09 22.1 ---- -8.6 0.09 22.1 1.0 ---- 493.0 ---- ---- -0.04 0.00 22.2 ---- -0.04 0.00 22.2 2LB ---- 493.0 ---- ---- 0.0 0.00 22.2 ---- 0.0 0.00 22.2 17.0 ---- 493.0 ---- ---- 0.00 0.00 22.2 ---- 0.00 0.00 22.2 B5R ---- 493.0 ---- ---- -8.6 2.30 22.2 ---- -8.6 2.30 22.2 8.0 ---- 493.0 ---- ---- -0.04 0.00 24.5 ---- -0.04 0.00 24.5 R ---- 493.0 ---- ---- 0.0 0.00 24.5 ---- 0.0 0.00 24.5 1.0 ---- 493.0 ---- ---- 0.00 0.00 24.5 ---- 0.00 0.00 24.5 B ---- 493.0 ---- ---- -8.6 0.70 24.5 ---- -8.6 0.70 24.5 3.0 ---- 493.0 ---- ---- -0.04 0.00 25.2 ---- -0.04 0.00 25.2 13 PIPE & NODE DATA 4.00 * FLOW ANALYSIS ---- 0.0 0.00 25.2 ---- 0.0 0.00 25.2 150 * 1 sprinkler flowing * 1 sprinklers flowing 493.0 ---- ---- 0.00 0.00 25.2 ---- FIXD 0.00 25.2 14 13 32.00 B8R ---- P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 47.00 B8R ---- 493.0 ---- ---- -8.6 2.54 27.1'---- 1 1 18.50 150 ---- 493.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 21.9 150 2 0.874 0.0 ---- 493.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 21.9 2 2 13.50 B4R ---- 493.0 ---- ---- 11.4 1.52 21.9 ---- 11.4 1.52 21.9 150 3 0.874 7.0 ---- 493.0 ---- ---- 0.07 0.00 20.4 ---- 0.07 0.00 20.4 3 3 18.50 B2R ---- 493.0 ---- ---- 0.0 0.00 20.4 ---- 0.0 0.00 20.4 150 4 0.874 5.0 ---- 493.0 ---- ---- 0.00 0.00 20.4 ---- 0.00 0.00 20.4 4 3 5.00 B ---- 493.0 ---- ---- 11.4 0.59 20.4 - - -- 11.4 0.59 20.4 150 5 0.874 3.0 ---- 493.0 ---- ---- 0.07 0.00 19.8 ---- 0.07 0.00 19.8 5 5 5.50 B ---- 493.0 ---- .---- 20.0 1.78 19.8 ---- 20.0 1.78 19.8 150 6 0.874 3.0 ---- 493.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 6 5 43.00 L4R ---- 493.0 ---- ---= -8.6 2.36 19.8 ---- -8.6 2.36 19.8 150 7 0.874 11.0 ---- 493.0 ---- ---- -0.04 0.00 22.1 ---- -0.04 0.00 22.1 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.874 9 9 5.00 150 10 0.874 1.0 9 44.50 150 11 0.874 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 4LB ---- 493.0 ---- ---- 0.0 0.00 22.1 ---- 0.0 0.00 22.1 31.0 ---- 493.0 ---- ---- 0.00 0.00 22.1 ---- 0.00 0.00 22.1 R ---- 493.0 ---- ---- -8.6 0.09 22.1 ---- -8.6 0.09 22.1 1.0 ---- 493.0 ---- ---- -0.04 0.00 22.2 ---- -0.04 0.00 22.2 2LB ---- 493.0 ---- ---- 0.0 0.00 22.2 ---- 0.0 0.00 22.2 17.0 ---- 493.0 ---- ---- 0.00 0.00 22.2 ---- 0.00 0.00 22.2 B5R ---- 493.0 ---- ---- -8.6 2.30 22.2 ---- -8.6 2.30 22.2 8.0 ---- 493.0 ---- ---- -0.04 0.00 24.5 ---- -0.04 0.00 24.5 R ---- 493.0 ---- ---- 0.0 0.00 24.5 ---- 0.0 0.00 24.5 1.0 ---- 493.0 ---- ---- 0.00 0.00 24.5 ---- 0.00 0.00 24.5 B ---- 493.0 ---- ---- -8.6 0.70 24.5 ---- -8.6 0.70 24.5 3.0 ---- 493.0 ---- ---- -0.04 0.00 25.2 ---- -0.04 0.00 25.2 13 13 4.00 LB ---- 493.0 ---- ---- 0.0 0.00 25.2 ---- 0.0 0.00 25.2 150 14 0.874 10.0 ---- 493.0 ---- ---- 0.00 0.00 25.2 ---- 0.00 0.00 25.2 14 13 32.00 B8R ---- 493.0 ---- ---- -8.6 1.88 25.2 ---- -8.6. 1.88 25.2 150 15 0.874 11.0 ---- 493.0 ---- ---- -0.04 0.00 27.1 ---- -0.04 0.00 27.1 15 15 47.00 B8R ---- 493.0 ---- ---- -8.6 2.54 27.1'---- -8.6 2.54 27.1 150 16 0.874 11.0 ---- 493.0 ---- ---- -0.04 0.00 29.7 ---- -0.04 0.00 29.7 16 16 10.50 BR ---- 493.0 ---- ---- -20.0 3.04 29.7 ---- -20.0 3.04 29.7 150 17 0.874 4.0 ---- 493.0 ---- ---- -0.21 0.00 32.7 ---- -0.21 0.00 32.7 DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 3 17 16 61150 L2B7R ---- 493.0 ---- ---- 11.4 6.05 29.7 ---- 11.4 6.05 29.7 150 X18 0.874 20.0 ---- 493.0 ---- ---- 0.07 0.00 23.6 ---- 0.07 0.00 23.6 18 18 17.00 B3R ---- 493.0 ---- ---- 11.4 1.71 23.6 ---- 11.4 1.71 23.6 150 2 0.874 6.0 ---- 493.0 ----- ---- 0.07 0.00 21.9 ---- 0.07 0.00 21.9 19 17 2.00 L ---- 493.0 ---- ---- -20.0 0.61 32.7 ---- -20.0 0.61 32.7 150 101 1.101 7.0 ---- 491.0 ---- ---- -0.07 0.87 34.2 ---- -0.07 0.87 34.2 20 101 6.00 RCS ---- 491.0 ---- ---- -20.0 1.09 34.2 ---- -20.0 1.09 34.2 150 102 1.101 10.0 ---- 485.0 -5 5 -0.07 2.60 37.9 5 -0.07 2.60 37.9 21 102 4.00 RG ---- 485.0 -5 5 -25.0 0.05 37.9 5 -25.0 0.05 37.9 150 103 1.985 5.0 ---- 481.0 ---- ---- -0.01 1.73 39.6 ---- -0.01 1.73 39.6 22 103 71.00 4LB ---- 481.0 ---- ---- -25.0 0.59 39.6 ---- -25.0 0.59 39.6 150 104 2.047 46.0 ---- 479.0 ---- ---- -0.01 0.87 41.1 ---- -0.01 0.87 41.1 23 104 50.00 EL2BG -13.0 479.0 ---- ---- -25.0 1.74 41.1 ---- -25.0 1.74 41.1 150 105 1.481 22.0 ---- 479.0 SRCE ---- -0.02 0.00 55.8 ---- -0.02 0.00 55.8 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 5 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 16 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 4/4/2012 S:\FERNANDO\31022\CALL\31022.rdf Page 4 PAGE? C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL:.Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.481 2.00 4.00 8.00 3.00 3.00 9.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.985 2.00 6.00 12.00 4.00 4.00 14.00 1.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 2.047 2.00 9.00 10.00 1.00 1.00 17.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0:09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.08 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 DATE: 4/4/2012 S:\FERNANDO\31022\CALL\31022.rdf 75.0 67.5 P 1- 60.0 R E 52.5 S S 45.0 U R 1- 37.5 E ( 30.0 P 22.5 S I 15.Of 7.5 1 m WATER SUPPLY CURVE OD Page 5 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 65.7 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 65.7 psi @ 25.0 gpm 65.7 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 55.8 psi @ 25.0 gpm 55.8 psi @ 25.0 gpm DATE: 4/4/2012 S:\FERNANDO\31022\CALC\31022.rdf I Page 6 DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf e FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ' KEEHN & ROAT RESIDENCE LA QUINTA, CALIFORNIA 57350 PENINSULA LANE loo TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 2/9/2012 File No: 31022 Data File Name: 31022.rdf SPRINKLER SPACING Page 1 RECEI ID BY: FEB 15 2.012 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.(16xl6) K=4.90 Calculated K.Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1*Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: FSS Static: 73.8 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd .Flowing Flow . (psi) No. Flow Press. Press. 1 13.0 7.6 4 18.0 73.8. 31.0 2 13.0 7.6 4 31.4 73.8 55.9 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) __________*_____________________*_____________________ 1 1 18.50 ---- 493.0 4.71 ---- 0.0 0.00 10.5 13.4 -13.4 1.85 8.1 150 2 0.874 0.0 ---- 493.0 ---- ---- 0.00 0.00 10.5 ---- -0.10 0.00 9.9 2 2 13.50 B4R ---- 493.0 ---- ---- 7.6 0.71 10.5 ---- 2.6 0.10 9.9 15.0 3 0.874 7.0 ---- 493.0 ---- ---- 0.03 0.00 9.8 ---- 0.00 0.00 9.8 3 3 18.50 B2R ---- 493.0.---- ---- 13.0 2.22 9.8 ---- 13.0 2.22 9.8 150 4 0.874 5.0 ---- 493.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 4 3 5.00 B ---- 493.0 ---- ---- -5.4 0.15 9.8 ---- -10.4 0.50. 9.8 150 5 0.874 3.0 ---- 493.0 ---- ---- -0.02 0.00 10.0 ---- -0.06 0.00 10.3 5 5 5.50 B ---- 493.0 ---- ---- 0.0 0.00 10.0 ---- 0.0 0.00 10.3 150 6 0.874 3.0 ---- 493.0 ---- ---- 0.00 0.00 10.0 ---- 0.00 0.00 10.3 6 5 43.00 L4R ---- 493.0 ---- ---- -5.4 1.01 10.0 ---- -10.4 3.37 10.3 150 7 0.874 11.0 ---- 493.0 ---- ---- -0.02 0.00 11.0 ---- -0.06 0.00 13.7 7 7 16.00 4LB ---- 493.0 --=- ---- 0.0 0.00 11.0 ---- 0.0 0.00 13.7 150 8 0.874 31.0 ---- 493.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 13.7 8 7 1.00 R ---- 493.0 ---- ---- -5.4 0.04 11.0 ---- -10.4 0.12 13.7 150 9 0.874 1.0 ---- 493.0 ---- ---- -0.02 0.00 .11.0 ---- -0.06 0.00 13.8 9 9 5.00 2LB ---- 493.0 ---- ---- 0.0 0.00 11.0 ---- .0.0 0.00 13.8 150 10 0.874 17.0 ---- 493.0 ---- ---- 0.00 0.00 11.0 ---- 0.00 0.00 13.8 10 9 44.50 B5R ---- 493.0 ---- ---- -5.4 0.98 11.0 ---- -10.4 3.28 13.8 150 11 0.874 8.0 ---- 493.0 ---- ---- -0.02 0.00 12.0 ---- -0.06 0.00 17.1 11 11 3.00 R ---- 493.0 ---- ---- 0.0 0.00 12.0 ---- 0.0 0.00 17.1 150 12 0.874 1.0 ---- 493.0 ---- ---- 0.00 0.00 12.0 ---- 0.00 0.00 17.1 12 1113.00 B ---- 493.0 ---- ---- -5.4 0.30 12.0 ---- -10.4 1.00 17.1 150 13 0.874 3.0 ---- 493.0 ---- ---- -0.02 0.00 12.3 ----.-0.06 0.00 18.1 13 13 4.00 LB ---- 493..0 ---- ---- 0.0 0.00 12.3 ---- 0.0 0.00 18.1 150 14 0.874 10.0 ---- 493.0 ---- -_-- 0.00 0.00 12.3 ---- 0.00 0.00 18.1 14 13 32.00 B8R ---- 493.0 ---- ---- -5.4 0.80 12.3 ---- -10.4 2.69 18.1 150 15 0.874 11.0 ---- 493.0 ---- ---- -0.02 0.00 13.1 ---- -0.06 0.00 20.8 15 15 47.00 B8R ----.493.0 ---- ---- -5.4 1.08 13.1 ---- -10.4 3.62 20.8 150 16 0.874 11.0 ---- 493.0 ---- ---- -0.02 0.00 14.2 ---- -0.06 0.00 24.4 16 16 10.50 BR ---- 493.0 -7 -- ---- -13.0 1.37 14.2 ---- -26.4 5.07 24.4 150 17 0.874 4.0 ---- 493.0 ---- ---- -0.09 0.00 15.5 ---- -0.35 0-.00 29.5 DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 3 17 16 61.50 L2B7R ---- 493.0 - -- ---- 7.6 2.84 14.2 ---- 16.0 11.29 24.4 150 18 0.874 20.0 ---- 493.0 ---- ---- 0.03 0.00 11.3 ---- 0.14 0.00 1.3.1 18 18 17.00 B3R ---- 493.0 ---- ---- 7.6 0.80 11.3 .---- 16.0 3.19 13.1 150 2 0.874 6.'0 ---- 493.0 -=-- ---- 0.03 0.00 10.5 ---- 0.14 0.00 9.9 19 17 2.00 L ---- 493.0 ---- --- -13.0 0.85 15.5 ---- -26.4 3.15 29.5 •150 101 0.874 7.0 ---- 491.0 ---- ---- -0.09 0.87 17.3 ---- -0.35 0.8733.5 20 101 6.00 RCS ---- 491.0 ---- ---- -13.0 0.49 17.3 ---- -26.4 1.82 33.5 150 102 1.101 10.0 ---- 485.0 -5. 5 -0.03 2.60 20.4 5-0.11 2.60 37.9- 21 102 4.00 RG ---- 485.0 -5 5 -18.0 0.03 20.4 5 -31.4 0.08 37.9 150 103 1.985 5.0 ---- 481.0 - ---- 0.00 1.73 22.1 ---- -0.01 1.73 39.7 22 103 71.00 4LB ---- 481.0 ---- ---- -18.0 0.38 22.1 ---- -31.4 1.06 39..7 150 104 2.003 54.0 ---- 479.0 ---- ---- 0.00 0.87 23.4 ---- -0.01 0.87 41.7 23 104 25.00 EL2BG -4.0 479.0 ---- ---- -18.0 3.65 23.4 ---- -31.4 10.24 41.7 150 105 0.995 15.0 ---- 479.0 SRCE ---- -0.09 0.00 31.0 ---- -0.26 0.00 55.9 Node Notes Pipe Notes Legend: P - Pipe # LEN = Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation. PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 23 at 7.41 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 16 at 14.12 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 1.101 1.00 ' 7.00 5.00 1.00 1.00 8.00 2.00 0.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 0.00 Page 4 Y Z Y Z 0.00 0.00 0.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 . 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: "150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y 1.985 2.00 6.00 12.00 4.00 4.00 14.00 1.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum.imbalance of 0.16 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.12 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 Z Z 0.00 DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf WATER SUPPLY CURVE 75.0 ;A "CI - 67.5. 67.5 P 1 60.0 R E OD 1 52.5 S S 1 45.0 U R 37.5 E 1 30.0 c. B P 1 22.5 S I 1 15.OI 7.5 Page 5 0.0 .. 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 73.8 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 73.8 psi @ 18.0 gpm 73.8 psi @ 31.4 gpm B = Required Water Supply D = Required Water Supply 31.0 psi @ 18.0 gpm 55.9 psi @ 31.4 gpm DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 6 DATE: 2/9/2012 S:\FERNANDO\31022\CALL\31022.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR KEEHN & ROAT RESIDENCE LA QUINTA, CALIFORNIA 57350 PENINSULA LANE 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 2/9/2012 File.No: 31022 Data File Name: 31022.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr: to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc. 4/12CP(16xl6) K=4.30 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.17 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.14 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: FSS Static: 73.8 psi Resid; 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Min Spklr Flowing Flow 1 13.0 2 13.0 REVIEWING AUTHORITY Press. Node Total Avail. Req'd (psi) No. Flow Press. Press. 9.7 8 18.0 73.8 35.7 9.7 8 32.3 73.8 65.2 RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf RESULTS OF ANALYSIS Page 2 PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) --------------------------------------------------------- --------------------- 1 1 18.50 ---- 493.0 ---- ---- 0.0 0.0016.2 ---- 0.0 0.00 22.2 150 2 0.874 0.0 ---- 493.0 ---- ---- 0.00 0.00 16.2 ---- 0.00 0.00 22.2 2 2 13.50 B4R ----.493.0 ---- =--- 6.3 0.51 16.2 ---- 13.3 2.01 22.2 150 3 0.874 7.0 ---- 493.0 ---- ---- 0.03 0.00 15.7 ---- 0.10 0.00 20.2 3 3 18.50 B2R ---- 493.0 ---- ---- 0.0 0.00 15.7 ---- 0.0 0.00 20.2 150 4 0.874 5.0 ---- 493.0 -L -- ---- 0.00 0.00 15.7 ---- 0.00 0.00 20.2 4 3 5.00 150 5 0.874 5 5 5.50 150 6 0.874 B ---- 493.0 ---- ---- 6.3 .0.20 15.7 ---- 13.3 0.78 20.2 3.0 ---- 493.0 -- --- 0.03 0.00 15.5 --- 0.10 0.00 19.4 B ---- 493.0 ---- ---- 0.0 0.00 15.5 ---- 0.0 0.00 19.4 3.0 ---- 493.0 ---- ---- 0.00 0.00 15.5 -- 0.00 0.00 19.4 6 5 43.00 L4R ---- 493.0 ---- ---- 6.3 1.35 15.5 ---- 13.3 5.29 19.4' 150 7 0.874 11.0 -.--- 493.0 ---- ---- 0.03 0.00 14.2 ---- 0.10 0.00 14.2 7 7 16.00 150 8 0.874 8 7 1.00 150 9 0.874 9 9 5.00 150 10 0.874 10 9 44.50 150 11 0.874 4LB ---- 493.0 ---- ---- 13.0 4.44 14.2 ---- 13.0 4.44 14.2 31.0 ---- 493.0 4.17 13.0 0.09 0.00 9.7 13.0 0.09 0.00 9.7 R ---- 493.0 ---- ---- -6.7 0.05 14.2 ---- 0.3 0.00 14.2 1.0 ---- 493.0 ---- ---- -0.03 0.00 14.2 ---- 0.00 0.00 14.2 2LB ---- 493.0 ---- ---- 0.0 0.00 14.2 ---- 14.3 2.46 14.2 17.0 ---- 493.0 4.17 ---- 0.00 0.00 14.2 14.3 0.11 0.00 11.7 B5R ---- 493.0 ---- ---- -6.7 1.43 14.2 ---- -14.0 5.68 14.2 8.0 ---- 493.0 ---- ---- -0.03 0.00 15.6 ---- -0.11 0.00 19.8 11 11 3.00 R ---- 493.0 ---- ---- 0.0 0.00 15.6 ---- 0.0 0.00 19.8 150 12 0.874 1.0 ---- 493.0 ---- ---- 0.00 0.00 15.6 ---- 0.00 0.00 19.8 12 11 13.00 B ---- 493.0 ---- ---- -6.7 0.44 15.6 ---- -14.0 1.73 19.8 150 13 0.874 3.0 ---- 493.0 ---- ---- -0.03 0.00 16.1 ---- -0.11 0.00 21.6 13 13 4.00 LB ---- 493.0 ---- ---- 0.0 0.00 16.1 ---- 0.0 0.00 21.6 150 14'0.874 10.0 ---- 493.0 ---- ---- 0.00 0.00 16.1 ---- 0.00 0.00 21.6 14 13 32.00 B8R ---- 493.0 ---- ---- -6.7 1.17 16.1 ---- -14.0 4.65 21.6 150 15 0.874 11.0 ---- 49.3.0 ---- ---- -0.03 0.00 17.3 ---- -0.11 0.00 26.2 15 15 47.00 B8R ---- 493.0 ---- ---- -6.7 1.58 17.3 ---- -14.0 6.27 26.2 150 16 0.874 11.0 ---- 493.0 ---- ---- -0.03 0.00 18.8 ---- -0.11 0.00 32.5 16.16 10.50 BR ---- 493.0 ---- ---- -13.0 1.37 18.8 ---- -27.3 5.39 32.5 150 17 0.874 4.0 ---- 493.0 ---- ---- -0.09 0.00 20.2 ---- -0.37 0.00 37.9 DATE: 2/9/2012 S:\FERNANDO\31022\CALL\31022.rdf Page 3 17 16 61.50 L2B7R ---- 493.0 ---- ---- 6.3 2.04 18.8 ----- 13.3 7.99 32.5 150 18 0.874 20.0 ---- 493.0 ---- ---- 0.03 0.00 16.8 ---- 0.10 0.00 24.5 18 18 17.00 B3R ---- 493.0 --------- 6.3 0.58 16.8 ---- 13.3 2.25 24.5 150 2 0.874 6.0 ---- 493.0 ---- ---- 0.03 0.00 16.2 ---- 0.10 0.00 22.2 19 17 2.00 L ---- 493.0 ---- ---- -13.0 0.85 20.2 ---- -27.3 3.34 37.9 150 101 0.874 7.0 ---- 491.0 ---- ---- -0.09 0.87 21.9 ---- -0.37 0.87 42.1 20 101 6.00 RCS ---- 491.0 ---- ---- -13.0 0.49 21.9 ---- -27.3 1.93 42.1 150 102 1.101 10.0 ---- 485.0 -5 5 -0.03 2.60 25.0 5 -0.12 2.60 46.6 21 102 4.00 RG ---- 485.0 -5 5 -18.0 0.03 25.0 5 -32.3 0.08 46.6 150 103 1.985 5.0 ---- 481.0 ---- ---- 0.00 1.73 26.8 ---- -0.01 1.73 48.4 22 103 71.00 4LB ---- 481.0 ---- ---- -18.0 0.38 26.8 ---- -32.3 1.12 48.4 150 104 2.003 54.0 ---- 479.0 ---- ---- 0.00 0.87 28.0 ---- -0.01 0.87 50.4 23 104 25.00 EL2BG -4.0 479.0 ---- ---- -18.0 3.66 28.0 ---- -32.2 10.77 50.4 150 105 0.9.95 15.0 ---- 479.0 SRCE ---- -0.09 0.00 35.7 ---- -0.27 0.00 65.2 Node Notes Pipe Notes Legend: P - Pipe.# LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due.to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun,. C=Couplg, S=SwgChk, G=GatV1v,.X= X, The maximum velocity of water flow occurs in pipe 23 at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of .water flow occurs in pipe 16 at 14.58 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 2/9/20.12 S:\FERNANDO\31022\CALL\31022.rdf PAGE: C MATERIAL: CPVC . HWC: 150 Diameter Equivalent.Fitting Lengths in Feet (in) E L B R C S G X 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 0.00 Page 4 Y Z Y Z 0.00 0.00 0.00 0. 00 0.00 0.00 PAGE: K. MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y 1.985 2.00 6.00. 12.00 4.00 4.00 14.00 1.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.05 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.15 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R.. HRS Systems, Inc.. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 Z Z 0.00 DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf WATER SUPPLY CURVE 75.0 A C 67.5 �D P 60.0 R E 1 52.5 S S 45.0 U R 1 E 37.5 C 1 B . ( 30.0 P 22.5 S I 1 ) 15.OI 7.5 Page 5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 73.8 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 73.8 psi @ 18.0 gpm 73.8 psi @ 32.3 gpm B = Required Water Supply D = Required Water Supply 35.7 psi @ 18.0 gpm 65.2 psi @ 32.3 gpm DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 6 DATE: 2/9/2012 S:\FERNANDO\31022\CALL\310.22.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR KEEHN & ROAT RESIDENCE LA QUINTA, CALIFORNIA 57350 PENINSULA LANE 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 3 Date: 2/9/2012 File No: 31022 Data File Name: 31022.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 10.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.(20x20).K=4.90 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: FSS Static: 73.8 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Miri Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 6 25.0 73.8 53.2 1 20.1 18:2 6 25.1 73.8 53.6 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 2/9/2012 S:\FERNANDO\31022\CALL\3102.2.rdf RESULTS OF ANALYSIS Page 2 11 11 3.00 150 12 0.874 12 PIPE & NODE DATA 150 * FLOW ANALYSIS 13 13 4.00 150 14 0.874 16 * 1 sprinkler flowing * 1 sprinklers flowing ---- -0.04 0.00 29.7 ---- -0.04 FIXD 29.9 16 16 10.50 BR ---- 493.0 ---- P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 18.50 ---- 493.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 22.1 150 2 0.874 0.0 ---- 493.0 ---- ---- 0.00 0.00 21.9 ---- 0.00 0.00 22.1 2 2 13.50 B4R ---- 493.0 ---- ---- 11.4 1.52 21.9 ---- 11.5 1.53 22.1 150 3 0.874 7.0 --.-- 493.0 ---- ---- 0.07 0.00 20.4 ---- 0.07 0.00 20.5 3 3 18.50 B2R ---- 493.0 ---- ---- 0.0 0.00 20.4 ---- 0.0 0.00 20.5 150 4 0.874 5.0 ---- 493.0 ---- ---- 0.00 0.00 20.4 ---- 0.00 0.00 20.5 4 3 5.00 B ---- 493.0 ---- ---- 11.4 0.59 20.4 ---- 11.5 0.60 20.5 150 5 0.874 3.0 ---- 493.0.---- ---- 0.07 0.00 19.8 ---- 0.07 0.00 20.0 5 5 5.50 B ---- 493.0 ---- ---- 20.0 1.78 19.8 ---- 20.1 1.79 20.0 150 6 0.874 3.0 ---- 493.0 4.71 20.0 0.21 0.00 18.0 20.1 0.21 0.00 18.2 6 5 43.00 L4R ---- 493.0 ---- ---- -8.6 2.36 19.8 ---- -8.6 2.38 20.0 150 7 0.874 11.0 ---- 493.0 ---- ---- -0.04 0.00 22.1 ---- -0.04 0.00 22.3 7 7 16.00 4LB ---- 493.0 ---- ---- 0.0 0.00 22.1 ---- 0.0 0.00 22.3 150 8 0.874 31.0 ---- 493.0 ---- ---- 0.00 0.00 22.1 ---- 0.00 0.00 22.3 .8 7 1.00 R ---- 493.0 ---- ---- -8.6 0.09 22.1 ---- -8.6 0.09 22.3 150 9 0.874 1.0 ---- 493.0 ---- ---- -0.04 0.00 22.2 ---- -0.04 0.00 22.4 9 9 5.00 2LB ---- 493.0 ---- ---- 0.0 0.00 22.2 ---- 0.0 0.00 22.4 150 10 0.874 17.0 ---- 493.0 ---- ---- 0.00 0.00 22.2 ---- 0.00 0.00 22.4 10 9 44.50 B5R ---- 493.0 ---- ---- -8.6 2.30 22.2 ---- -8.6 2.32 22.4 150 11 0.874 8.0 ---- 493.0 ---- ---- -0.04 0.00 24.5 ---- -0.04 0.00 24.7 11 11 3.00 150 12 0.874 12 11 13.00 150 13 0.874 13 13 4.00 150 14 0.874 14 13 32.00 150 15 0.874 R ---- 493.0 ---- ---- 0.0 0.00 24.5 --- 0.0 0.00 24.7 1.0 ---- 493.0 ---- ---- 0.00 0.00 24.5 ---- 0.00 0.00 24.7 B ---- 493.0 ---- ---- -8.6 0.70 24.5 ---- -8.6 0.71 24.7 3.0 ---- 493.0 ---- ---- -0.04 0.00 25.2 ---= -0.04 0.00 25.4 LB ---- 493.0 -7 -- ---- 0.0 0.00 25.2 --- 0.0 0.00 25.4 10.0 ---- 493.0 ---- ---- 0.00 0.00 25.2 _--- 0.00 0.00 25.4 B8R ---- 493.0 --------- -8.6 1.88 25.2 ---- -8.6 1.90 25.4 11.0 ---- 493.0 ---- ---- -0.04 0.00 27.1 ---- -0.04 0.00 27.3 15 15 47.00 B8R ---- 493.0 ---- ---- -8.6 2.54 27.1 ---- -8.6 2.56 27.3 150 16 0.874 11.0 ---- 493.0 ---- ---- -0.04 0.00 29.7 ---- -0.04 0.00 29.9 16 16 10.50 BR ---- 493.0 ---- ---- -20.0 3.04 29.7 ---- -20.1 3.06 29.9 150 17 0.874 4.0 ---- 493.0 ---- ---- -0.21 0.00 32.7 ---- -0.21 0.00 33.0 DATE: 2/9%2012 S:\FERNANDO\31022\CALL\31022.rdf Page 3 17 16 61.50 L2B7R ---- 493.0 ---- =--- 11.4 6.05 29.7 ---- 11.5 6.10 29.9 150 18 0.874 20.0 ---- 493.0 ---- ---- 0.07 0.00 23.6 ---- 0.07 0.00 23.8 18 18 17.00 B3R ---- 493.0 ---- ---- 11.4 1.71-23.6 ---- 11.5 1.72 23.8 150 2 0.874 6.0 ---- 493.0 ---- ---- 0.07 0.00 21.9 ---- 0.07 0.00 22.1 19 17 2.00 L ---- 493.0 ---- ---- -20.0 1.88 32.7 ---- -20.1 1.90 33.0 150 101 0.874 7.0 ---- 491.0 ---- ---- -0.21 0.87 35.4 ---- -0..21 0.87 35.7 20 101 6.00 RCS ---- 491.0 ---- ---- -20.0 1.09 35.4 ---- -20.1 1.10 35.7 150 102 1.101 10.0 ---- 485.0 -5 5 -0.07 2.60 39.1 . 5 -0.07 2.60 39.4 21 102 4.00 RG ---- 485.0 -5 5 -25.0 0.05 39.1 5 -25.1 0.05 39.4 150 103 1.985 5.0 ---- 481.0 ---= ---- -0.01 1.73 40.9 ---- -0.01 1.73 41.2 22 103 71.00 4LB ---- 481.0 ---- ---- -25.0 0.70 40.9 ---- -25.1 0.70 41.2 150.104 2.003 54.0 ---- 479.0 ---- ---- -0.01 0.87 42.5 ---- -0.01 0.87 42.8 23 104 25.00 EL2BG -4.0 479.0 ---- ---- -25.0 6.73 42.5 ---- -25.1 6.80 42.8 150 105 0.995 15.0 ---- 479.0 SRCE ---- -0.17 0.00 53.2 ---- -0.17 0.00 53.6 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length .DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation. SP - K -Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation 'PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 5 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 5 at 10.74 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly 0.874 1.00 7.00 3..00 1.00 1.00 5.00 2.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly 0.995 1•.00 2.00 6.00 2.00 2.00 6.00 0.00 Page 4 X Y X Y 0.00 0.00 0.00 0.00 0.00 0.00 X Y X Y 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y 1.985 2.00 6.00 12.00 4.00 4.00 14.00. 1.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.19 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 Z Z. 0.00 0.00 0.00 Z Z 0.00 Z Z 0.00 DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf WATER SUPPLY CURVE 75.0 n .0 67.5 P 1 60.0 R E 1 52.5 D S S U 45.0 R 1 37.5 E 1 ( 30.0 P 1 22.5 S I 15.OI 7.5 Page 5 0.0 „ 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 73.8 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 73.8 psi @ 25.0 gpm 73.8 psi @ 25.1 gpm B = Required.Water Supply D =.Required Water Supply 53.2 psi @ 25.0 gpm 53.6 psi @ 25.1 gpm DATE: 2/9/2012 S:\FERNANDO\31022\CALC\31022.rdf Page 6