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13-0381 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 13-00000381 53540 DEL GATO DR 770-370-002- - - DWELLING - SINGLE FAMILY LOW DENSITY RESIDENTIAL 464226 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: RONCLEARWATER & LAUREN Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 762889 Date: ' lo-1,-5Contractor:�'ie!!11!!IAWrGFfl��zl.( 4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, 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 _ 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 contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 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 Contractor: FEDDERLY & ASSOCIATES 38747 NOPALES ROAD PALM DESERT, CA 92211 (760)773-5205 Lic. No.: 762889 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/10/13 u SFP 10 2013 CITY OF LA QUINTA FINANCE DEPT. 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 �1 issued. p1L/I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor I `[/ Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EVEREST INS Policy Number 760000440081 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section % ))nn 3700 of the Labor Code, I shall forthwith comply with those provisions. D 'rV : 4� ? Applican /`�M�A,& 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 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 county to enter upon the above-mentioned property fooriinsy�peectiioon purposes. Date: ' 0Signature (Applicant or AgentAA B l Application Number . . . . . 13-00000381 Permit . . . . . . MECHANICAL LQPERMIT Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 4.00 FIRE SPRINKLERS 13D GARAGE SQ FTG 1145.00 PATIO SQ FTG 800.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 5226.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1917.00 Plan Check Fee 1246.05 Issue Date . . . . Valuation . . . . 464226 Expiration Date . . 12/29/13 Qty Unit Charge Per Extension BASE FEE 639.50 365.00 3.5000 ----------------------=--------------------7-------------------------------- THOU BLDG 100,001-500,000 1277.50 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 459.21 Plan Check Fee 114.80 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/29/13 Qty Unit Charge Per Extension BASE FEE 15.00 5226.00 .0300 ELEC NEW RES - MULTI FAMILY 156:78 5226.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 182.91 5226.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 104.52 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 162.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/29/13 Qty Unit Charge Per Extension BASE FEE 117.00 5.00 9.0000 --------------------------------------------------- THOU GRADING 100,1-10,000 ------------------------ 45.00 Permit . . . . . . MECHANICAL LQPERMIT Application Number . . . . . 13-00000381 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 239.00 Plan Check'Fee 59.75 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/29/13 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 3.00 11.0000 EA MECH FURNACE >100K 33.00 9.00 4.5000 EA MECH VENT INST/ DUCT ALT 40.50 2.00 9.0000 EA MECH B/C <=3HP/100K BTU 18"00 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49"50 9.00 6.5000 EA MECH VENT FAN 58.50 1.00 6.5000 -------------------------- EA MECH EXHAUST HOOD ------------------------------------------------- 6.50 Permit PLUMBING Additional desc . . ; Permit Fee . . . . 233.25 Plan Check Fee 58.31 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/29/13 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 6.00 6.0000 EA PLB ROOF DRAIN 36.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 .7500 EA PLB GAS PIPE >=5 75 1.00 15.0000 EA PLB GAS METER 15.00 --------------------=------------------------------------------------------- Special Notes and Comments 5226 SQ. FT. SFD WITH 800 SQ. FT. COVERED PATIO AND 1145 SQ. FT. GARAGE. PER 2010 CALIF BUILDING CODES. July 2, 2013 1:07:49 PM JJOHNSON. ---------------------------------------------------------------------------- Other Fees . . . . . . . ART IN PUBLIC PLACES -RES 660.57 BLDG STDS ADMIN (SB1473) 19.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 ENERGY REVIEW FEE 124.61 DIF FIRE PROTECTION -RES 433.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 344.00 LQPERMIT Application Number . . . . . 13-00000381 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . MULTI -SPECIES (MSHCP) FEE 1278.00 DIF PARK MAINT FAC - RES 40.00 DIF PARKS/REC - RES 2048.00 STRONG MOTION.(SMI) - RES 46.42 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF•TRANSPORTATION - RES 2842.00 Fee summary Charged Paid Credited Due Permit Fee Total 3010.46 .00 .00 3010.46 Plan Check Total 1478.91 750.00 .00 728.91 Other Fee Total 10875.04 .00 .00 10875.04 Grand Total 15364.41 750.00 .00 14614.41 LQPERMIT Titt ap 4 4 a" __�_ ['b_ PO. BOX 1504 APPLICATION ONLY Building 15,2d'lio �C1v• 78-495 CALLS CALIFORNIAO Address jun ,�,j l Mir LA QUINTA, ORNIA 92253 OwrZer P-oh �Ic ��/�%w Wl L(A"m �S mailing Address Address City N5664 City Zip Tel. Palm Dxsry - 2Zi1 -e it,0 - 113 -QVT A vuy 1 1 t & Classif. Lic.#y Des ' gr' " gerD G H'� Addressel. 39�wl I�Ir�oaa>_s VA lbio--M-5209 LIc � , _I W M LICENSED C TRACTOR'S DECLARATION I hereby affirm t cense d rovisio o h e (co m ng with Section 7000) of Div' ' 3 of the and P fes ' n ode my Ilc a is in full force and effect. 11.1 sli-o SIGN RE DAT 6easoOWNER- ILDER DECLARATION here ffirm that I an exem from the Contractor's License Law r the following • ec. 7031.5, Business and rofessions Code: Any city or cou which requires a to construct, alter, improve, demolish, or repair any structure, pri r 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 ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own em toyees, provided that such improvements are not intended or offered for sale. If, however, the bufldfng or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copythere�� (Sec La , 11 Codei �,� Policy No�. AAJ$� Q'�npany ��7''VV I rsz w 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 BUILDING: TYPE CONST. OCC. GRP. R J A.P. Number. I 1 D —3.74 607, Legal Description Lo Project Description WTD a t�aDlrnS 101 �fi �lmle, 1 1 r Q `+ ;�FIv v CG, °/Z ixtls G 'tcc.�1C� -(DUB OaI.J.� f, l Qa Cy+- Sq. Ft.�J r7 / n Size L,L.�I� No. Stories No. DIN. Units New)Q Add ❑ Alter ❑ Repair ❑ Demolition ❑ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Validated by: Validation: Date Permit YELLOW = APPLICANT PINK = FINANCE Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure 1 4u i j 1L -JJ TOTAL '_ A, : � '. • I REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Validated by: Validation: Date Permit YELLOW = APPLICANT PINK = FINANCE POST IN A CONSPICUOUS PLACE Certificate of Occupancy Community Development Department This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the California Residential Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 53-540 DEL GATO DR Use classification: SINGLE FAMILY DWELLING Building Permit No.: 13-0381 Occupancy Group: R-3 Type of Construction: VB Land Use Zone: RL Code Edition: 2010 Sprinkler Installed: YES Sprinkler Required: YES Owner of Building: CLEARWATER, RONALD D Address: _________TOM HARTUNG (INTERIM)________________ By: KIRK KIRKLAND Building Official Date: AUGUST 26, 2014 Date 9/10/13 No. 31812 Owner Address City Tract # Type Unit 1 Unit 2 Unit 3 Unit 4 Unit 5 Sparks Zip Single Family Residence Lot # No. Street 53540 Del Gato Dr Comments CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 S.F. 5226 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 4���1FI:EpsC�O BERMUDA DUNES O RANCHO MIRAGE t_-7 INDIAN WELLS PALM DESERT y LA QUINTA 4 -(INDIO SP, o ✓ APN # 770-370-002 Jurisdiction La Quinta Permit # No. of Units 1 Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 5,226 S.F. or $16,723.20 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC -Union Bank - Nicole Charon Bank Name/Recipient of Certificate By Dr. Gary Rutherford Superintendent Fee collected /exem Moglvray Check No. 0618008500 Telephone Funding Residential �. r _ Payment Recd over/Urider $16,723.20 r, '�. Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), tthiserve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting 09/10/2013 14:05 7607730875 FEDDERLY AND ASSOC. Nicole Charon From: Brook Marshall [brook@dc.rr.com] Sent: Wednesday, June 19, 2013 1:37 PM To: Lance Fedderly; George Camarena; Nicole Charon Subject: This is the correct letter for 101/Clearwater Importance: High June 19, 2013 Mr. Clearwater and Ms. Sparks 40215 N. 110a' Place Scottsdale, AZ 85262 RE: Lot 101, Tract 28867 at 53540 Del Gato Drive Final Working Drawings #2 hear Mr. Clearwater anal Ms, Sparks: PAGE 01/01 The Tradition Architectural Design Review Committee (ARRC) reviewed the revised Final Working Drawing submittal for your home on Del Cato Drive. The project was approved in April to start construction; however, some of the previous cotuments were not addressed with this plan submittal. Please refer to the remaining comments listed below which.rtiust be addressed prior to the request for Setback Observation at the lot. 1. The Committee appreciates your design team's patience as the Committee further reviews the request to add solar panels to your residence. While the Committee understands the support for solar power in California and encourages solar technologies in concept, it does not appear your design team made any attempt at the design development phase to create roof forms that would accommodate such a large amount of solar panels. Prior AD)KC reviews and approvals did not contemplate solar panels since they were not a part of the prior submittals. As designed; the solar panels will be highly visible which will detract from the home's beautiful architecture and may be viewed in a negative manner:f[om a conuxtulity perspective. The Tradition CCRRs and accompanying ADRC Guidelines, legal documents that every homeowner acknowledges upon purchase of a property, charge the homeowner with the responsibility to install solar panels so as to blend witli the aesthetics of the community and. not be patently visible to the surrounding homes, common areas and the golf course. The Committee strongly encourages your design team to revise the roof plan to accommodate panels i.tl a manner that would eliminate, or substantially reduce, visibility of the panels. There is currently only one other home within the community with solar panels and they are screened from view. The ADRC would like to continue to encourage owners to utilize solar in a manner that does not impact the golf course, adjacent homes or common area views and expects that owneis will be in. favor of this type of recommendation to applicants. .2. The front, side yard planting should transition smoothly with the adjacent homes. Please review plant selection and the placement of the Olive tree relative to the existing Pepper. 3_ Please submit samples of the pool and fountain tiles, as well as the pebble color for review and approval. Bxterior elements such as Landscape pots, BBQ granite, etc. must also be submitted for review and approval prior to installation. 4. The material call -outs must be located on both the plans and the color board so the construction team has the appropriate i.nforination in the field. 5. Where the driveway meets the street apron there appears to be a steep grade change;frora a 2.1317o to 94o slope. Please indicate where the slope break point %011 be on the plan to be certain that the design will! work for proper ingress and egress. While the response letter states this has been done, the civil plan received with the committee's submittal dial not appear to have been updated. 6. The garage windows must have appropriate screening to prevent viewing into the garage:at night. 7. Courtesy comment: Please review the location. of the Weeping Bottle tree.in relation to the adjacent neighbor as the tree. is quite messy and may be problematic for the neighbor. Please contact Brook Marshall at (760) 219-8057 or by email at Brook®de.rr.com with any questions or to schedule your Pre - Construction Meeting once a building permit has been, obtained by the City of La Quinta, Sincerely, Tradition Architectural Design Review Committee cc: Ldnce.Feddedy 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 BENOI T DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org June 17, 2013 Fire Protection Specialist Re: Residential Fire Sprinkler Plan Review LAQ-I3-RS-027 53-540 Del Gato Drive La Quinta, CA 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 inspection(s) a minimum of 72 hours prior to the requested inspection date. 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 i pection. Sincerely, Jason ubble Fire Safety Specialist From:Tradition Golf Club GWVj1 l I0,"VVV01I IIIfi✓Nw MPS Wl;i�.A)9800 Order Na: Escrow No.: PD -05221 -LH A.P.N.; 770-370-002 7605646691 04/01/2013 10:51 #659 P.002/002 Recorded in official Records JC Wttty.uf.Rixcemide ILate�grll01.1»rntl Atr„ �¢mity ©led$ � r "This document was electronically submitted to the County of Riverside for recording" Receipted by: QHENSON SPACE ABOVE THIS LINE IS FOR RECORDER'S USE GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $407.00 CITY TRANSFER TAX IS $.00 [ X ] computed on full value of property conveyed, or computed on full value less value of ilens 4 encumbrances remaining at time of sale. Q unincorporated area [ X ] City of La Quinta AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Ca! -Resources -Traditions, LLC hereby GRANT(S) to Ronald D. Clearwater, woman as joint tenants an unmarried man and Lauren A. Sparks, an unmarried the following described real property in the County of Riverside, State of California: See attached Exhibit "A" for complete Legal Description AKA: Vacant Lot #101, La Quinta, CA 92253 Dated: April 12, 2012 STATE OF CALIFORNIA COUNTY OF PQO �C '�-, } SS. On G ito 12 before me i Notary Public, pe ally appeared Tn.na who proved to me on the basis of satisfactory evidence to be the personpYwhose name.W isl�we ubscribed to the within instrument and acknowledged to me that t}dshe y executed the same in>WherWi authorized capacitypes) and that by bWheOWetF signaturoX on the instrument the personof, or the entity upbn of which the personsyy, 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.. WITNESS my hand and oifl a eat. .Signature Signature o N tary Commission Expiration Date: Air' IFCh,a�s By: PAmi E De 3oAic? 101 REYE8 Comnteuios ! tOfi0706 No" PUM • Cdiforw LOS MO UCir lauggor Er ins Nov Is, 2015 (This area for official notarial seal) MAIL TAX STATEMENTS TO: Ronald D. Clearwater and Lauren A. Sparks, 1042 Westlake Sammamish , Bellevue, WA 98008 r i tI. t S'Sladdenn ineeri 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 May 9, 2013 Fedderly & Associates 38747 Nopales Road Palm Desert, California 92211 Project: Clearwater & Sparks Residence 53540 Del Gato Drive - Lot 101 Tradition Golf Club La Quinta, California Subject: Foundation and Precise Grading Plan Review Project No. 544-13047 1.3-05-163 Ref: Geotechnical Update report prepared by Sladden Engineering dated March 7, 2013; Project No. 544-13047, Report No. 13-03-082 As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by RA Structural engineering for the proposed custom residence. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update as well as the previous geoteduucal reports have been properly incorporated into these plans. If you have questions regarding this memo, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING a� BRETT I_. ANDERSON Brett L. Anderson No. C45389 Principal Engineer tv"s 11 elv C -G - �r ENGINEERING Letter/gvm s Copies: 4 / Fedderly & Associates DidIRONRIDGE Solar Mounting Made Simple® Roof Mounting System Standard Rail (XRS) 2013 Edition v1.3 A complete Manual for the installation of IronRidge's Standard Rail system. Installation Manual IRON RIDGE Instanation Manual Table of Contents Solar Mounting Made Simple' This Installation Manual was created to help with the assembly of the IronRidge Standard Rail Mounting System. Standard Rail 1 Introduction Installer Responsibility Customer Support 2 Module Cla'mpTable Tools Required For Assembly Torque Values For Dry Bolts 3 Grounding Setup Component List 4 Assembly: Step 1 Assembly: Step 2 5 Assembly: Step 2 6 Assembly: Step 3 7 Assembly: Step 3 8 Warranty Information support@ ironridgexom ' .1. . (800) 227-9523 TOC 2013 v1.3 /Id IRONRIDGE installation Manual Standard Rail Solar Mounting Made Simple` Introduction The IronRidge Standard Rail System is a flexible and straightforward roof mounting solution for a wide variety of solar photovoltaic (PV) needs. Due to its modular design, it can easily handle a wide variety of panel sizes and quantities. Installer Responsibility The installer is solely responsible for: i. Complying with all applicable local or national building codes, including any that may supersede this manual; ii. Ensuring that IronRidge and other products are appropriate for the particular installation and the installation environment; iii. Ensuring that all structural support members, including the roof, its rafters, and connections, can support the array under all code level loading conditions; iv. Using only IronRidge parts and installer -supplied parts as specified by IronRidge. Substitution parts may void the warranty; v. Ensuring that anchoring devices including lag screws have adequate pullout strength and shear capacities as installed; vi. Maintaining the waterproof integrity of the structural support or roof, including selection of appropriate flashing; vii. Ensuring safe installation of all electrical aspects of the PV array; viii. Ensuring that PV module is UL or CE listed and verification of PV Module's capacity to support the loads associated with the given array; and ix. Ensuring correct and appropriate design parameters are used in determining the design loading used for the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. Customer Support IronRidge makes every effort to ensure your mounting kit is easy to install. If you need assistance at any point in your installation or have suggestions on how we can improve your experience, call customer support at 1-800-227-9523 or email us at service@ironridge. com support@ I ironridge.com. x..(800) 227-9523 ) Page 1 2013 v1.3 /ld I RON RI DGE Solar Mounting Made Simple* Module Clamp Table Installation Manual Standard Rail Module Thickness Component Clamp Info #12 Self-drilling/tapping screws Part Numers 1/4 cap -end screws and bolts 9/16" Mm Inches ClampType Bolt Height End Clamp Mid Clamp (hex) Mid Clamp (tbolt) 31.0-32.5 1.22-1.28 1 2.00" 29-7000-125 29-7000-105 29-70TB-105 33.3-34.8 1.31 - 1.37 A 2.00" 29-7000-134 29-7000-105 29-70TB-105 34.8-36.8 1.37-1.45 B 2.00" 29-7000-224 29-7000-105 29-70TB-105 34.0-41.0 1.53-1.61 C 2.25" 29-7000-157 29-7000-101 29-70TB-101 41.1-42.7 1.62-1.68 J 2.25" 29-7000-165 29-7000-101 29-70TB-101 42.7-44.2 1.68-1.74 E 2.25" 29-7000-171 29-7000-101 29-70TB-101 45.0-47.0 1.77-1.85 F 2.50" 29-7000-214 29-7000-108 29-70TB-108 46.7-48.3 1.84-1.90 K 2.50" 29-7000-187 29-7000-108 29-70TB-108 49.0-51.1 1.93-2.01 G 2.50" 29-7000-204 29-7000-108 29-70TB-108 57.4-58.9 2.26-2.32 H 2.75" 29-7000-230 29-7000-104 29-70TB-104 Tools Required For Assembly Wrenches are required to assemble the IronRidge Standard Rail System. An open-end wrench, box -end wrench, or socket drive with sockets will suffice.The sockets will need to support the following size hex heads: Hex Head Size Component 5/16" #12 Self-drilling/tapping screws 7/16" 1/4 cap -end screws and bolts 9/16" 3/8 cap -end screws and bolts Torque Values For Dry Bolts Use the following torque values in this assembly. Bolt Size Required Torque Value 1/4-20 120 in -lbs. (65 in -lbs. on End Clamps) 3/8-16 236 in -lbs. support@ I ironridge.com 1 (800) 227-9523 Page 2 2013 03 /%r IRON RIDGE -Installation Manual Standard Rail Solar Mounting Made Simple* Grounding Setup All electrical installation and procedures should be conducted by skilled, licensed and bonded electricians. All work must comply with all national, state and local installation procedures, product and safety standards. These standards include but are not limited to applicable National Electrical Code (NEC*), National Electrical Installation Standards (NETS—), UL Standards, and OSHA Regulations. Note. For installations that utilize WEEBs, WEEB lugs and WEEB Bonding Jumpers, please refer to Wiley/Burndy installation manual for '7ronRidge Light and Standard Series Rail' for proper installation procedures. Component List The IronRidge Standard Rail System contains the following parts: L -Foot Attaches to the roof and is the anchor point for the rest of the panel assembly. Standard Rail Attaches to the foot via foot clamp and provides support for the PV modules. Mid Clamp Clamps the insides edges of the PV modules to the rails. 1 Internal Splice Ties the extrusion rails together, extending their length. End Clamp Clamps the outside ends of the PV modules to the rails. End Cap Caps off the end of the rail and prevents the collection of debri inside rail. 0 support@ ironridge.com. 1 (800)227-19523. Page 3 2013 v1.3.. ®Id IRON RIDGE Solar Mounting Made Simple* Assembly Step 1. Mounting the feet and the first piece of rail. A. Mount all of the feet to the roof in the desired locations. Note: Determine the maximum distance between feet according to engineering specifications. B. On the first piece of rail, slide 3/8-16" bolts into the side facing t -slot on the rail. Space the bolts out to match the foot spacing. C. On this same piece of rail, slide 1/4-20" bolts into the top facing t -slot on the rail. Space the bolts out to match the panel spacing. D. Attach this first piece of rail to the feet mounted on the roof. Mount the rail to each foot with a flange nut and hex bolt. Hand tighten the nuts and check the level of the rail. Tighten 3/8-16 hardware to 236 in -lbs. Step 2. Mounting the next pieces of rail. A. On the next piece of rail, slide 3/8-16" bolts into the side facing t -slot on the rail. Space the bolts out to match the foc spacing. B. On this same piece of rail, slide 1/4-20" bolts into the top facing t -slot on the rail. Space the bolts out to match the panel spacing. Installation Manual i Standard Rail d JD L support@ i ironridge.com 1 (800) 227-9523�� Page 4 M—� ~Y�Y + 2013 v1.3 �' A IRONRIDGdE Solar Mounting Made Simple* C. Lay the rail on its side, with the slotted side down as shown. D. Slide the internal splice half way into the internal cavity in the rail. It should extend approximately six (6) inches into the cavity. E. Using one (1) self -drilling, self - tapping screw, one (1 ") inch from the edge of the rail, secure the internal splice into the rail as shown on the right. Note: For installations that utilize WEEB Bonding Jumpers, please refer to Wiley/Burndy installation manual for "IronRidge Light and Standard Series Rails" for proper installation procedures. F. Loosely mount this piece of rail onto its footings. G. By moving this second rail along its footings, the internal splice should slip into the cavity on the first rail, with the rails butting tightly and evenly together. H. Maintain rail alignment while following the next steps. I. You should mark off approximately six (6) inches from the end of the first rail (where the internal splice should end). Drive one (1) self - tapping screws through the second rail, one (1 ") inch from the edge utilizing the same horizontal location as the first rail. J. Repeat this procedure for the remaining rails. L support@ ironridge.com (800) 227-9523 Installation Manual 1 Standard Rail Page 5 2013 vl.3 ®fid IRONRIDGE Solar Mounting Made Simple* Step 3. Clamping the panels to the rails. A. Lay the first PV module in position on the rails. Note: For installations that utilize WEEBs, please refer to Wiley/Burndy installation manual for'9ronRidge Light and Standard Series Rails" for proper installation procedures. B. Then slip the end clamp over the bolt, making sure it is firmly hooked over the side of the module. C. Complete the clamp assembly with a flange nut as shown. Tighten end clamp to 65 in -lbs. D. Repeat with the other clamp. E. Working from the opposite side of the PV module. Assemble the mid clamps by putting a clamp on the bolt, followed by the flange nut. Installation Manual Standard Rail support@ `ironridge.com (800) 227-9523~_ Page 6 r 20130.3 ®fid IRON RI DGE Solar Mounting Made Simple* F. Place the second PV Module into position on the rails, sliding it against the first so the mid clamps are in contact with the edges of both panels. Note: For installations that utilize WEEBs, please refer to Wiley/Burndy installation manual for "IronRidge Light and Standard Series Rails" for proper installation procedures. G. Tighten to 10 ft -lbs (120 in -lbs). H. Repeat the procedure using mid clamps to secure each successive module. I. Secure the last module at the end of the rails using the other set of end clamps. Tighten to 65 in -lbs. Installation Manual Standard Rail support@ ironridge.com 1 (800) 227-9523 Page 7 _ _ 2013 v1.3 /lr IRON RIDGE Solar Mounting Made Simple' Installation Manual Standard Rail Warranty Information Effective for IronRidge, Inc. ("IronRidge") mounting structure components ("Products") manufactured after April 1st, 2012, IronRidge provides the following warranties, for Products installed properly and used for the purpose for which the Products are designed: • finishes shall be free of visible defects, peeling, or cracking, under normal atmospheric conditions, for a period of three (3) years from the earlier of (i) the date of complete installation of the Product or (ii) thirty days after the original purchaser's date of purchase of the Product ("Finish Warranty"); • components shall be free of structurally -related defects in materials for a period of ten (10) years from the earlier of (i) the date of complete installation of the Product or (ii) thirty days after the original purchaser's date of purchase of the Product; • components shall be free of functionally -related manufacturing defects for a period of twenty (20) years from date of manufacture. The Finish Warranty does not apply to: (a) surface oxidation of the galvanized steel components or any foreign residue deposited on Product finish; and (b) Products installed in corrosive atmospheric conditions, as defined solely by IronRidge; corrosive atmospheric conditions include, but are not limited to, conditions where Product is exposed to corrosive chemicals, fumes, cement dust, salt water marine environments or to continual spraying of either salt or fresh water. The Finish Warranty is VOID if (c) the practices specified by AAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum"(www.aamanet.org) are not followed by Purchaser for IronRidge's aluminum based components; and (d) if the practices specified by ASTM A780 / A780M - 09 "Standard Practice for Repair of Damaged and Uncoated Areas of HotDip Galvanized Coatings"are not followed by Purchaser for IronRidge's galvanized steel -based components. The warranties above do not cover any parts or materials not manufactured by IronRidge, and exclude nonfunctionally-related defects, as defined solely by IronRidge. The warranties do not cover any defect that has not been reported to IronRidge in writing within twenty (20) days after discovery of such defect. In the event of breach of or non-compliance with the warranties set forth above, IronRidge's sole obligation and liability, and the sole and exclusive remedy for such breach or non-compliance, shall be correction of defects by repair, replacement, or credit, at IronRidge's sole discretion. Such repair, replacement or credit shall completely satisfy and discharge all of IronRidge's liability with respect to these warranties. Refurbished Product may be used to repair or replace the defective components. Transportation, installation, labor, or any other costs associated with Product replacement are not covered by these warranties and are not reimbursable. These warranties additionally do not cover (a) normal wear, or damage resulting from misuse, overloading, abuse, improper installation (including failure to follow professional instruction and certification), negligence, or accident, or from force majeure acts including any natural disasters, war or criminal acts; and (b) Products that have been altered, modified or repaired without written authorization from IronRidge or its authorized representative; and (c) Products used in a manner or for a purpose other than that specified by IronRidge. A formal document proving the purchase and the purchase date of the Product is required with any warranty claim. Except as set forth above, IronRidge sells the Products on an "AS IS" basis, which may not be free of errors or defects, and ALL EXPRESS OR IMPLIED REPRESENTATIONS AND WARRANTIES, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, QUALITY, WORKMANLIKE EFFORT, CORRESPONDENCE TO DESCRIPTION, DESIGN, TITLE OR NON -INFRINGEMENT, OR ARISING FROM COURSE OF DEALING, COURSE OF PERFORMANCE OR TRADE PRACTICE, ARE HEREBY DISCLAIMED. support@ I ironridge.com. (800) 227-9523 Page 8 2013 v1.3 ENPHASE MICROINVERTER M215 The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and Enlighten, Enphase's monitoring and analysis software. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module R E L I A B L E - System availability greater than 99.8% - No single point of system failure SMART - Quick & simple design, installation and management - 24/7 monitoring and analysis S A F E - Low voltage DC - Reduced fire risk SO® C us MICROINVERTER TECHNICAL DATA Input Data (DQ M215 60-2LL-S22623 M21.5 60-2LL-522-NA/S23-NA.(Ontario) . Recommended maximum input power (STC) 260W Maximum input DC voltage 45V Peak power tracking range 22V — 36V Operating range 16V— 36V Min./Max. start voltage 26.4W45V Max. DC short circuit current 15A Max. input current 10.5A Output Data (AQ @208 Vac 0240 Vac Maximum output power 215W 215W Nominal output current 1.0 A* 0.9 A* Nominal voltage/range 208W1 83V -229V 240W21 1V -264V Extended voltage/range 208W1 79V -232V 240W206V-269V Nominal frequency/range 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range 60.0/59.2-60.6 60.0/59.2-60.6 Power factor >0.95 >0.95 Maximum units per 20A branch circuit 25 (three phase) 17 (single phase) Maximum output fault current 1.05 Arms, over 3 cycles; 25.2 Apeak, 1.74ms duration *Arms at nominal voltage Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency (weighted, reference EN 50530) 99.6% Dynamic MPPT efficiency (fast irradiation changes, reference EN 50530) 99.3% Night time power consumption 46mW Mechanical Data Ambient temperature range -40°C to +65°C Operating temperature range (internal) -40°C to +85°C Dimensions (WxHxD) 17.3 cm x 16.4 cm x 2.5 cm (6.8" x 6.45" x 1.0'T Weight 1.6 kg (3.5 lbs) Cooling Natural convection — no fans Enclosure environmental rating Outdoor — NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60 -cell PV modules Communication Power line Warranty 25 -year limited warranty Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 Enphase Energy, Inc. 201 1st Street, Petaluma, CA 94952 877 797 4743 www.enphase.com 06/17/2011 ® Printed on 100 percent recycled paper. QBase Low Slope Mount I QMLSH DESCRIPTION 1 CAP SCREW, HEX HEAD, 5/16'!-18X 3/4" UNC -2A, GRADE 8 2 ABASE, 1-1/4" ID, FOR 5/16" HARDWARE, A360.1 CAST AL 3 LAG SCREW, HEX HEAD, 5/16" X 3", ZINC 4 POST, 1.25" OD X 6.5", 6063-T5, MILL 5 WASHER, SEALING, 5/16" ID X 1-1/4" OD, EPDM BONDED SS 6 WASHER, FENDER, 5/16" ID X 1" OD, 18-8 SS 7 WASHER, SPLIT -LOCK, 5/16" ID, 18-8 SS 8 DATnAH6coCAPP SCREW, HEX HEAD, 5/16"-18 X 1 ", UNC -2A - 18-8 SS rn WIFORMAT ON COMALNED IN M6 DRAW W O 6 WE SOLE PROPONY OF OUICK MOUNT PV. ANY REPMER10ON IN PARI OR M OLE WRHOM THE WRRfEH PERI 510N OF OUCR MDUM PV 5 PROHIBNW. 5 4 Y�91va 4X 0.32 THRU CLEARANCE FOR r 5/16" HARDWARE =0 0 0= 2.50 04.00 ou o 3 �-- 01.25 QBASE (ITEM 2) AND POST (ITEM 4) C j Quick Mount PV TITLE: QMLSH: ABASE LOW SLOPE MOUNT I DIMENSIONS ARE IN INCHES TOLERANCES: F RACTIONAL3 1/16 DO NOT SCALE DRAWING TWO PLACE DECIMAL 1.02 THREE PLACE DECIMAL 1.005 SIZEDRAWN BY: MPW I REV A t DATE: 7/20/201 4 SCALE: I:6 WEIGHT: 1.00 SHEET I OF I •• • •capacities Lag Bolt Specifications Specific Gravity 2/ea 5/16" shaft per 2.5" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 1330 266 Douglas Fir, South .46 1175 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f 8 higher) .46 1175 235 Hem, Fir .43 1060 212 Hem, Fir (North) .46 1175 235 Southern Pine .55 1535 307 Spruce, Pine, Fir .42 1025 205 Spruoe, Pine, Fir (E of 2 million psi and higher grades -of MSR and MEL) .50 1330 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. quick Mount PYD BI 7.2.3-5 . , ,,, 0 Apr -2013, Rev 3 QBase Low Slope Mount Instructions InstallationTools Required: Drill with 7/32" bit, impact gun with 1/2" socket, l tube of sealant compatible with roofing materials, pencil, chalk line Locate the desired mount placement over a rafter (or cus- tom wood blocking). Using the base as a template, mark the two penetration points with either a pen or light drill- ing. Use two opposing holes on the base plate, parallel to the structural member. Prior to attaching the base to the roof, place the grade -8 hex bolt (item 1) in the bottom of the base (item 2) and screw the post (item 4) in. This is easier than adding the post after securing the base to the roof. Attach the base/ post assembly to the roof with two lag bolts (item 3). Drill both pilot holes with a 7/32 -inch bit. Make sure to hold the drill square to the rafter. The lag bolts must be an- chored into a structural member, so it is very important to hit the center of the rafter with your pilot holes. Fill the pi- lot holes with a sealant compatible with roofing materials. Attach the hardware (items 5-8) to the top of the post. (Be sure to seal off the post from weather exposure with the sealing washer (item 5), in the interim before racks are in- stalled.) You are now ready to flash the mount, roof around it, and attach racking. Aluminum flashings for built-up roofs are available from Quick Mount PV in 4" and 8" cones (sold separately). For membrane roofs, be sure to use man- ufacturer -specified flashing and utilize the services of a certified roofer. quick Mount PV® 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 BI 7.2.3-5 Apr -2013, Rev 3 @2013 by Quick Mount PV. All rights reserved. CanadianSolar X t Module r f y�i s • • 0 • { ELPS CellTechnolo9Y .Delivers highest mono cell (P -type) efficiency rF,_I x up to 19:5%' 'Our new breakthrough ELPS technology enables. e light ting'in 19.5W F. cell 18% solar collect mor resul II efficiency for monocrys alline cells and.. efficiency forpolycrystalline cells. TFiese:new:celis feature:,a, metal wrap through (MWT) design which ' x - moves ahe: front' busbar6 to the :back of the cells allowing or 3%more light absorption -per cell: As a s. ::result these modules deliver 6.3% mo[e.electricity" 3 than.conventio,nal solarmodules. . ELPSTech oogyHlgh1'Igh ELPS solar modules, powered by130(156 x 156mmj high efficiency ELPS' solar cells, offer':the PV •P= Dellvers,More,Electricity --ra o in one of.the highest module efficiencies and Delivers up.iov 3/° more ele`ctricrtyFthan conventional �=� return on solarinvestment. :.CS6P-265MM monocr stalline modules • Highest Efficiency Module (P t e • have a module efficiehcy up to 16.47 /°. ..+' F ,tax- o � ••2'- r � Fi..,XP�) _ The__metal wrap through,(MWT5)odesign mcreases light �. a sorptio ups 0 3%for mope ower ,out`p t{ than x drams a r =n;f� - rye r nw r r #conventionatEgllsand}modules Applications � Bes i o n T�°I eranci y r V ry Industry leading plus -only power tolerance gives you up On -grid residenEial roof -tops" tO.�S�attrf � ; On grid commercial/industrial roof=tops Solar powerstations Excellent oIght .erformance Other on rida applications ;r Excelle`nf form"ance In owlightc`ondit�ons(mornmgs, 9 pp as evenings andy;cloudydays) � .• ? '�-� , �W� Quality Certificates •; Reduces Balance of `system Cost I.rn%."dfi kKC SE • k - F etmorewat�sr n'lessxspac for�sayingson ground and •':IEC•61215, IEC61730;.UL1703, CE .rvuun �yoo�top mstallatwnEtime mounting;systems andcables IS09001 2008: Standardsfor quality. . azrvy' S v a management.systems Backed By OurfNew�T0125 Linear PowerVllar , my :. °-.�� ria t b{•a54���. ISO/TS169.49:2009: The automotive quality Plus�ouradded�25year Insurance;coverage -, management system P -100 97 adde4tl Environmental Certificates. t 90%, . ._ ISO1.4001:2004: Standard0bir Environmental eo%I Ill Jill Ill management systems' -� s: ,o1s so �s 00080000 HSPM The Certification for, ri t b Hazardous S usances Regulations" 1.0 year�product:warranty on materials and workmanship - 25fyea 3 e�powe utpu warranty, } -; Electrical Data. -STC-- ___ i _ CS6P-255MM CS6P-260MM, CS6P-265MM Nominal Maximum Power (Pmax) 255W 260W 265W Optimum Operating Voltage (Vnip) 30.5V 30.7V 30.9V Optimum Operating Current(Imp) 8.35A 8.48A 8.61A Open Circuit Voltage (Voc) 37.7V 37.8V 37.9V Short Circuit Current(Isc) 8.87A8.99A 7.28A 9.11A Module Efficiency 15.85% 16.16% 16.47% Operating Temperature -40'C–+85'C Maximum System Voltage 1000V (IEC) /60OV (UL) Maximum Series Fuse Rating 15A Application Classification Class A Power Tolerance 0 - +5W Under Standard Test Conditions (STC)of Irradiance W1000W/m', spectrum AM.1.5 andcell temperature of251C NOCT; _ ____ _ CS6P-255MM CS6P-260MM CS6P 265MM Nominal Maximum Power (Pmax) 184W 188W 191W Optimum Operating Voltage (Vmp) 27.8V 28.OV 28.2V Optimum Operating Current(Imp) 6.62A 6.70A 6.79A Open Circuit Voltage (Voc) 34.6V 34.7V 34.8V Short Circuit Current (Isc) 7.18A 7.28A 7.37A Under Normal Operating Cell Temperature, Irradlance of800 W/m', spectrum AM 1. 5, ambient temperature 201C, wind speed 1 m/s' Mechanical Data Cell Type ELPS Mono Cell 156 x 156mm Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982x 40mm (64.5x 38.7 x1.57in) Weight 20kg (44.1 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1100mm Connectors MC4 or MC4ComparabIS Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs(40'HQ) I -v curves (tars module 10 Pmax -0.45%rC A - a 5 � du • 3 3 -Ifbflr/m) —Aro,:/rU t —600w/n. —acowhn? . o o 3 to :s ?5 3o 33 :0 0-T-10 volwpm 10 Pmax -0.45%rC g- - a jgf 6 S 5 d 3 —sr 2 =231V -d5U 0 0-T-10 to Is ao 3s 30 s; to as ,..am 'SpeclBdations included Inthis datasheet aresubject to About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of Ingots, wafers, cells, solar modules and solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. EN -Rev 3.39 CopyrightO 2011 Canadian Solar Inc. ELPS Module C56P-255r260/265MM Temperature Characteristics Temperature Coefficient Pmax -0.45%rC Voc -0.35 VC Isc 0.060 %/C Normal Operating CellTemperatur 45t21D Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an irradiance of 1000w/m'to 200w/m' (AM 1. 5, 25 -C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar has already expanded Its module manufacturing capacity to 2.05GW and cell manufacturing capacity to 1.3GW in 2011. Quick Hook USAF -Curved Tile Mount 161MCTH .29 6.57 1.89 1 2.21 4.56 1_ 9.06 1.19 3/37' HEX DRIVE ON SET SCREW J_ 1.50 Average Ultimate Load Capacities (lbf) in Douglas Fir Configuration Source Document O Compression Shear Parallel to Shear Perpendicular 0 0 SLIDE TO DESIRED I O O LOCATION 1058 583 directly over the lag screws (see Appendix A & B of Mount" with 1.5 Base Plate {— O O ITEM NO. DESCRIPTION 1 BASE PLATE, QUICK HOOK USA, 6" WIDE - 6063-T6, MILL 2 LAG SCREW, HEX HEAD, 5/16" x 3-1/2", 18-8SS 3 QUICK HOOK USA, VERTICAL, 6061-T6, MILL 4 SET SCREW, HEX SOCKET, 10-32X5/8", 18-8 SS 5 SUBFLASHING, QUICK HOOK USA V2-6" BASE, 9" X 14" X _ .032" -3003 -MILL ros°oearu M rr ,E naH coHr Rar", I—DR— am sae PRO—or owaH rvv. •Nr RaROO—NwrNn ORu 75 ---� �BOTH SIDES OF SLOT SERRATED r— 2.50 0.39 1 6.27 6.00 --� QTY. 1 2 TITLE: I 1 QMCTH: QUICK HOOK USA - CURVED TILE MOUNT UN LESS OTHERWISE SPECIFIED: _1 SIZE DRAWN BY: RAD REV 1 DIMENSIONS ARE IN INCHES__ ^] TOLERANCES: A DATE: 2/5/2013 3 FRACTIONAL: 118 DO NOTSCALEORAWING TWOPLACEDECIMAL 2.18 THREEPLACEDEOWL!.125 SCALE: 1:8 WEIGHT: 1.85 SHEET I OF ick Mount PV Quick Hook Average Ultimate Load Capacities (lbf) in Douglas Fir Configuration Source Document Pullout Compression Shear Parallel to Shear Perpendicular Rafter to Rafter Centered: All base plate sizes with hook positioned AME Report #112640C "Quick Hook USA -Flat Tile 876 685 1058 583 directly over the lag screws (see Appendix A & B of Mount" with 1.5 Base Plate referenced report for test setup) This report shows results for Quick Hook USA, both Flat and Curved Tile models, when the hook is posi- tioned directly over the lag screws Offset 4.5" Base Plate: 4.5" wide base plate with AME Report #112640C "Quick Hook USA -Curved Tile 1084 712 1219 532 hook positioned at opposite end of base plate from lag Mount with 4.5" Base Plate - screws (see Appendix A & B of referenced report for test setup) This report shows results for our Quick Hook USA - Flat Tile Mount Offset 6" Base Plate: 6" wide base plate with hook AME Report #112640C "Quick Hook USA -Curved Tile 1246 692 1341 584 positioned at opposite end of base plate from lag Mount with 6" Base Plate screws (see Appendix A & B of referenced report for test setup) This report shows results for our Quick Hook USA - Curved Tile Mount Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing of substrate it is important to make sure the aluminum sub -flashing is properly placed over the base plate and under the course of paper above. If the paper above does not reach, due to layout, place an additional piece of roofing paper over the sub -flashing and under the next course of paper above. (See instructions on reverse) uick Mount PV® BI 7.2.3-16 0.1 'I a aw s 1 0 1 Wrorol o Apr -2013, Rev E 1 of 3 Quick Hook USA® Curved Tile Mounting Instructions - Rafter Installation Installation Tools Required: stud finder, tape measure, utlity knife, 3/32" hex key, drill with 7/32" bit, impact dril with 1/2" socket, caulking gun, one tube of appropriate sealant compatible with roofing materials, roofing bar, hand broom, stapler, 18" wide piece of underlayment or materials for 3 -course method during deck flashing installation. Remove the tile at selected location of the mount. Rest the base plate (item 1) over center of rafter Connect hook (item 3) to base plate and drive lag Locate and mark the center of the rafter. and mark center of holes. Drill two 7/32" pilot screws (item 2) into rafter through the two holes to holes and fill with sealant compatible with roofing a solid, snug fit. DO NOT over tighten lag screws, this materials. may compromise their holding strength. Slide hook into desired position within valley of the tile. The hook must not overhang the side edges of the base plate. Tighten set screw (item 4) with hex key. Carefully clean the underlayment then apply bead of sealant compatible with roofing materials in the shape of an upside down U on the backside of the sub - flashing (item 5) and install flashing over mount. Fasten sub -flashing to deck with one roofing nail in each top corner. Do not nail bottom corners. Proceed with weatherproofing using three -course method or lapped paper method.* When using paper method, cut a piece of underlayment 18" wide to slide under the course above and over the sub -Flashing. If course above is too high, you must use additional un- derlayment to ensure proper overlapping. Replace the tile above the hook. If necessary, Bolt the side -mounted rail of your choice to the " For more details on underlayment waterproofing notch the bottom of the tile to make space for the hook, using the rail manufacturer's hardware. please visit our website: raised hook. htta://www.auickmountpv.com/tile-waterproofing Quick Mount PV® 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 617.2.3 16 2700 Mitchell Dr., Bldg. 2 . Walnut Creek, CA 94598 Apr -2013, Rev 6 2 of 3 ©2013 by Quick Mount PV. All rights reserved. BI 7.2.3-15 3.75 Quick Hook USA® Curved Tile Mount. I QMCTH Additional Dimensions TER ,DJUSTABLE LOCATION 3.75 THIS EDGE TOWARDS ROOF RIDGE — 9.00 4.92 THIS EDGE TOWARDS ROOF RIDGE 6.00 .75 1.50 --[--l.5 1.50 .99 T7 4.50 2.00 I --G- -0- -0- -0- /1 OX 0.33 CLEARANCE BASE PLATE (ITEM 1) FOR 5/16" HARDWARE PROPRIETARY AND CONPDEMIAI THE WTORMAIION COMAWED W 7X6 DRAW WG 6IXE SOLE PROPERTY OF QUICK MOUNT PV. ANY REPRODUCTION IN PARI OR AS A WHOLE WITHOUT ME W RIfTFfI PERM65gN OF QUICK MOUNT PV 6 PROXWED. 5 4 .1 4.00 SUBFLASHING (ITEM 5) 158.00° 23 1.85 Quick Mount PVR TITLE: QMCTH: QUICK HOOK USA - CURVED TILE MOUNT I UNLM UIIYCNWOC arcI irICU: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1/8 DO NOT SCALE DRAWING TWO PLACE DECIMAL ±.I8 1 THREE PLACE DECLIAAL ±.125 3 r 2 3of3 J SIZE DRAWN BY: RAD I REV A DATE: 2/5/2013 3 SCALE 1:8 WEIGHT: 1.85 SHEET 2OF2 1 Apr -2013, Rev 6 02013 by Quick Mount PV. All rights reserved.