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BSOL2015-0087
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BSOL2015-0087 Property Address: 61510 FIRE BARREL DR APN: 764500007 Application Description: MILLER/ SOLAR PANELS Property Zoning: Application Valuation: $14,000.00 Applicant: KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN, CA 92780 / ^r VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 7/27/2015 Owner: ERWIN MILLER 61510 FIRE BARREL DR LA QUINTA, CA 92253 EJUL 27 2015 CITY OF LA QUINTA COMMUNITY DEVELOPI4ENT DEPARTMENT 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 Professions Code, and my LicensA is in full force and effect. License Class 12 C21 C33 C10 C46 License No.: 3366984 ,pate: Contractor: 11 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 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 permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 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.). (_) 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.). (_) 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 Contractor: KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN, CA 92780 (714)824-0047 Llc. No.: 366984 WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply wit those rovisions. Date: 1 k J Applicant: WARNING: FAILURE TO SECURE W RS' CO PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above• mentioned Propefty for inspection purposes. Date: 117 115 Signature (Applicant or Agent): DESCRIPTION ACCOUNT QTY AMOUNT' PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $48.34 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:0• Description: MILLER / SOLAR PANELS Type: SOLAR Subtype: Status: APPROVED Applied:'6/29/2015 EVA Approved: 7/22/2015 JFU Parcel No: 764500007 Site Address: 61510 FIRE BARREL DR LA QUINTA,CA 92253 Subdivision: TR 30023-5 Block: Lot: 7 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $14,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 6/29/2015 Details: 3.42kW SOLAR ARRAY - (12) SOLARWORLD SW 285 MONO PANELS W/ ENPHASE M250 MICRO -INVERTERS [216SF] 2013 CALIFORNIA ELECTRICAL CODE. RECEIVED Printed: Monday, July 27, 2015 12:24:44 PM 1 of 3 CI? SYSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK SUBMITTAL ED VASQUEZ 6/29/2015 6/29/2015 RECEIVED RESUBMITTAL PHILIP JUAREZ 7/20/2015 7/20/2015 JESUS 818 632-3469 RESUBMITTED NOTIFIED JESUS PEREZ W/ ECO FRIENDLY REMODELING THAT TELEPHONE CALL JAKE FUSON 7/7/2015 7/7/2015 PALN REVIEW WAS COMPLETE AND REVISIONS WERE REQUIRED. SENT CORRECTION LIST VIA EMAIL. TELEPHONE CALL JAKE FUSON 7/22/2015 7/22/2015 NOTIFIED JESUS PEREZ THAT PLANS WERE APPROVED AN PERMIT WAS READY TO ISSUE. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN I CA 1 92780 Printed: Monday, July 27, 2015 12:24:44 PM 1 of 3 CI? SYSTEMS f'b OF INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM -ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 • PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC Total Paid forELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid forPERMIT ISSUANCE: $91.85 $0.00 TOTALS:00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES SOLAR FINAL" BLD Printed: Monday, July 27, 2015 12:24:44 PM 2 of 3 CR?W SYSTEMS NON-STRUCTURAL - JAKE FUSON 6/29/2015 7/7/2015 7/7/2015 REVISIONS REQUIRED SEE 1ST REVIEW. 1 WK OWNER :.. DESCRIPTION PATHNAME t. SUBDIR ETRAKIT ENABLED NON-STRUCTURAL - JAKE FUSON 7/20/2015 7/27/2015 7/22/2015 APPROVED 7/7/2015 JAKE FUSON 1 WK REVIEW 0 CORRECTIONS BOND INFORMATION ATTACHMENTS Attachment Type CREATED OWNER :.. DESCRIPTION PATHNAME t. SUBDIR ETRAKIT ENABLED BSOL2015-0087 - 1ST DOC 7/7/2015 JAKE FUSON 1ST REVIEW REVIEW 0 CORRECTIONS CORRECTIONS.pdf DOC 7/22/2015 JAKE FUSON HOA APPROVAL BSOL2015-0087 - HOA 0 APPROVAL.pdf Printed: Monday, July 27, 2015 12:24:44 PM 3 of 3 CAR SYSTEMS eln. # City Of %a Quints Btd(ding 8t Safety Division P.O. Box 1504,78=495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 oV(57 Building Permit Application and Tracking Sheet Perirdt # Project Address: 5l a Owner's Name:. A - er A P. Number. Address: 151 Legal Description: City, ST, Zip: Contractor: Telephone: Description: S p v Address: gel qaProject City, ST, Zip: Telephone '7. sw VJ State Lie. #: g' City Lia 9. mom Arch, Bngr., DesignerC 1 l�) ' {?��, " YI& Address: G 9leD City, ST, Zip: Telephone: MConstruction State Lia #: &a ddProject type:.spl Occupancy: type (circle one): Add'n Alter Repair Demo Name of Contact Person: Sq. Ft-:. Al ka #Stories: # units: Telephone # of Contact Person: $ Estimated Value of Proj — APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Reed TRACMG PERMIT FETES. Plan Sets Plan Cheek submitted Item Amount Structural Calm Reviewed, ready for corrections ,% , Plan Check Deposit. . Truss Caks. Called Contact Person 7 Platt Cheek Balance. Title yl Cales. Plans picked up Construction Flood plain plan Plans resubmitted.'. Mecha-ded Giadlug plan 22! Review, ready for correctioneissue Electrical Subeoutactor List Called Contact Person Plumbing Grant Deed Plane picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- 3a Review; ready for eorreetlons/issue Developer Impact Fee Planning Approval Called Contact Person AJJ'.P. Pub. Wks. Appr Date of permit issue School Fees —t— 17, [=ToIP,,-.itF. Trilogy at La Quinta 60-750 Trilogy Pkwy La Quinta, CA 92253 Ph: 760-777-6059 Fax: 760-777-1620 June 23, 2015 Erwin Miller / Anita H Miller 61510 Fire Barrel Dr La Quinta CA 92253 RE: Design Review Modification Conditionally Approved 61510 Fire Barrel Dr / Customer ID #: TRLAQ-0798-01 Dear Erwin Miller / Anita H Miller : Trilogy, Yrftgg at Le Qogela \Faint( mece A2160841019 We are pleased to inform you that your plans for installation of solar panels received on June 18, 2015, have been approved by the Design Review Committee with the following conditions: #20 and #22 (see attached EMLL Please note: Any damages caused by contractors due to construction must be repaired; all irrigation and landscape shall be restored to the original condition. This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build on any.property other than that of the applicant. This approval is related solely to the items reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed professional for consultation as needed. The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure compliance with building codes, or other local or state laws. Please be advised that this approval does not relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank you for your patience in this matter and for complying with the Association's policies and standards. Sincerely, For the Design Review Committee, Mirna Hernandez Asst Manager On -Site Property Enclosures cc: Board of Directors Design Review Committee .. '4 TRILOGY AT LA QUINTA H.O CONDITIONS OF APPROVAL Property Address: �Q [ t7)10 Date Reviewed: �003 It Condilions of Approval Your plans have been approved, provided that you meet the items checked below and all work is consistent with die Design Guidelines, 1 Obtain necessary building permits from die city of La Quinta, meeting setback requirements per city code and maintain the existing drainage. 2 Obtain services of a state licensed professional for consultation. 3 Proposed planting meets with die Trilogy, Rear Yard Minimum Planting Requirement standards and all plants are included on die Revised Approved Plant List contained in the Design Guidelines. 4 Rear yard may not exceed 70% hardscape and must have a minimum of 30% softscape, measured fion the rear building face of wall to the side property lines. 5 An independent irrigation controller must be used for the rear yard, it cannot be lied into the front yard. 6 Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes. All equipment shall be located, screened, or recessed in a manner so as to not be viewable from any lot or street and die noise from the equipment attenuated for the adjacent property owners. Pool set backs are 6" for hardscape and 18" for water line. 7 Replace block wall per Shea Homes standard block wall specification, if removing any portion ol' block wall to gain access to rear or side yard (requires inspection of rebar before crib is installed). 8 The proposed wall or iron work to match die existing developer retaining wall in material, style and color or shall be the Frazee Paint color specified in the guidelines. 9 The color of tie proposed concrete or pavers is natural or a neutral tone. 10 If underground drainage is installed, die drain needs to terminate in die grass swale and be flush with die turf and capped with a pop -up drain cover. 11 Maintain positive drainage in accordance wide die Trilogy Design Guidelines (Section 3.8). 12 Resubmit showing drainage flow/plans. 13 "Ilia patio cover material must be Alumna wood or other similar wood like construction. Roofing materials shall match the roof material of the chvelling or be open wood lattice 14 The color of the patio cover matches the home's stucco, accent, fascia or white. 15 Any patio cover or awning to be installed and attached to the home must be installed in such a manner that it does not compromise die integrity of the water permeability of die home. 16 The size of die patio cover is limited to the size of the patio slab. 17 The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with die home. Please submit a sample of the fabric. 18 T he screen door must be the color of die house stucco or be black. 19 Exterior paint colors must be one of the HOA Approved color schemes. 20 All exposed piping or conduit must be painted to match adjacent surface. 21 See notes on plans (if any) X 22 When work is completed, please submit Notice of Completion form attached. Notes: llfsrca-1x02 merilpm comWile ManagemenlTile Management WIPOeserilTLQ-Trilogy al La Quinta Maintenance AssOCTonnslConitlllons of Approval -Rev 4 15 2015 0 SITE PLAN C �l CITY OF LA QUIDNTPA BUILDING & SAFETY D APPRO FOR CONSTRUCTION ne r7/2Z/wtrBY _ff — SCOPE OF WORK 3.420 Kw, Roof Mount (12) 285W Solar World Modules (12) Enphase Micro Inverters (1) AC Disconnect Lot Size: 113' x 55' SHEET INDEX PG 1 - SITE PLAN PG 2 - ROOF PLAN PG 3 - ONE LINE DIAGRAM PG 4 - GENERAL NOTES PG 5 - PLAC CARD SHEET PG 6 - WIRE CALCS - EQUIPMENT DATA SHEETS & RELATED INFORMATION CUSTOMER INFO Erwin & Anita Miller 61510 Fine Barrel Dr. La Quinta Ca 92253 THIS PROJECT SHALL COMPLY WITH All construction shall comply with the 2013 California Building, Residential, Mechanical, Elictrical, Plumbing, Energy and Green Building Codes and the La Quinta Municipal Code. CONTRA( Eco Friendly Remodelin! 9922 Walker St Suite B Phone: 888.577.6527 1.1 $HEff RE for c nfor nee to strt ral DdIculations d L. Lacher, R.C.E. 67656 Pool Engineering, Inc. E= r knj —... '—C.Z CONTACT INFORMATION Jesus Perez Phone: 818.632.3469 jperersadp@gmail.com APN: 764.500.007 PG 1 0 ROOF LAYOUT NOTE: Poposed 314 emt shall be determined at install F 3,4 emt ROOF DETAIL 2" x 6" 24° O.C. SYSTEM WEIGHT ARRAY 216 SQ.FT. SOLAR WORLD MODVLES 3.1 LBS / SQ. FT. RoofTrac tm. .61LBS / SQ. FT. TOTAL LBS / SQ. FT. 3.7 LBS / SQ. FT. � 6 MAX r� 4' ROOF STANMON ALUMINUM RACKING Flat Tile Roof ANCHOR POINT � I ANCHOR POINT 5/16" stainless steel diameter lag screws @4' o.c. with 3" penetration into existing framing member. roof sealant at every penetration of the lagbolts into roof framing. 2 x 6 5/16" X 3 1/2" SS LAG Fn rn -(E)200A Main Service Panel 2-(12) 285W Solar Wolyd Modules ADDRESS CONTRACTOR IN KORMATION CONTACT INFORMATI Erwin & Anita Miller Eco Friendly Remodel 366984 Jesus Perez 0 3-(12) Enphase Mico Irnerters61510 Fine Barrel Dr. 9922 Walker St. Suite ss Ca 90630 Phone# 818.632.3469 4-(1) AC Disconnect La Ouinta Ca 92253 Phone: 888.577.65 ax: 88.8716 jperersadp@gmail.com CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY ANCHOR POINT Flat Tile Roof Post, can be installed through the top of Habituate U. Seal band ik6 rail . i� quick hook 3 Course Flashing (mastci, tape, mastic PG 2. HE REEW for nfor nce to stru tural Iculations T�dd L. Lacher, R.C.E. 67656 Pool Engineering, Inc. 4 .. SINGLE PHASE 120/740 r� MAIN SERVICE (e) 200 AMP Buss Bar W/ 200 AMP MAIN BREAKER 2 POLE 20 AMP PV BACKFED CIRCUIT BREAKER FURTHEST AWAY FROM MAIN (2)#10 AWG THWN-2 (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT PV MODULE RATING @ STC MODULE MFR SOLAR WORLD MODULE MODEL# SW 285W MONO OPEN CIRCUIT VOLTS 39.7 V OPERATING VOLTS 31.3 V MAX SYSTEM VOLTS 1000 V OPERATING CURRENT 9.2 A SHORT CIRCUIT CURRENT 9.84 A MAX SERIFS FUSE (OCPO) 25 A MAX POWER (@ 25'C) 285 W PV ARRAY INFORMATION ■ if 12 SOLAR PANELS BARE #8 GROUND IN A CONTI NOUS LOOP UNDER ARRAY, P p p USING AN ILSCO GROUND LUG men Is 11 owes FROM MODULE TO RAIL TO INVERTER , (2)#10 USE -2 wire (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT BOX DRIVEN ROD, )UNDING ELECTRODE JRCE COMBINER RATINGS >E VALUES PER STRING: � RATING na A T RATING na V INVERTER RATINGS MAX DC VOLT RATING 48 V MAX POWER (g 40-C 250 W NOMINALAC VOLTS 240 V MAX AC CURRENT 1 A MAX OCPD RATING 20 A (D ( )" e (: ) e ( ) -mom ■■O� O O I p ENPH*E INTER40NNECT 710mmmre] ........................................................................................................................................................................ hole: All photovoltaic systern conductors will be 90 degree C. rated 12 note:Provide a note on the plans stating that the AC disconnect is a "Knife blade" type disconnect II - 'SHORT CIRCUIT CURRENT NA A ' r AC DISCONNECT RATINGS SERVICE PANEL RATINGS ' RCE SIGN ON DC DISCO SERVICE VOLTS 240 V DISCO AMP RATING 30 A RATING CURRENT NA A DISCO VOLT RATING 240 V RATING VOLTS NA V PG 3 OCPD AMP RATING 30 A ( SYS VOLTS NA V OCPD VOLT RATING 240 V 'SHORT CIRCUIT CURRENT NA A ' r 200 A SERVICE PANEL RATINGS ' 180 ° SERVICE VOLTS 240 V MAIN OCPD AMP RATING 100 A INVERTER OCPDAMP RATING 20 A QTY OF MODULES IN SERIES 12 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE -2 10 PV WIRES QTY OF PARALLEL CIRCUITS 1.00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 _10 XHHW-2 RHW2; USE -2 STRING SIZING CALCS DONE N/A SOURCE CIRCUIT CONDUCTOR SIZE (SEE NOTES FOR ARRAY WIRE) 8 AWG OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSIDE BUILDING IT WILL BE ENCASED IN METALLIC CONDUIT * MAX VOLTAGE WITH 22' F TEMP CORRECTION Indicate in the notes that aroundino bushinas are reouired around nre-nunrhAd ronrentrir knockouts on the DC side of the system. (NFC 250.97) GROUNDED ENPHASE M2S0 MICRO INVERTERS STEM SUMMARY CONTRACTOR OF RECORD: IN SERVICE 200 A MUTH 180 ° TILT / ROOF 12 ° SHADED % 99 % MALDING & FOR CON DATE BY LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Erwin &Anita Miller ECO FRIENDLY REMODELING (8 ) 7-6527 JESUS PEREZ 61510 Fine Barrel Dr. JESUS 9922 WALKER ST. SUITE B 818.632.3469 La Quinta Ca 92253 PEREZ PG 3 CYPRESS CA 90630 - )UINTA TY DEPT. fED CTION t� GENERAL NOTES * All field installed junction , pull and outlet boxes located behind modules or panels shall be accessible directly or by displacement a modUle(s) or panel(s) secured by removable fasteners. * 2010 California Residential Code (CRC) requires that Smoke alarms and Carbon Monoxide alarms be retrofitted into the existing dwelling. These Smoke alarms are required to be in all bedrooms, outside each bedroom, and at least one on each floor of the house. Carbon Monoxide alarms are required to be retrofitted outside each bedroom and at least one on each floor of the house. These alarms may be solely battery operated if the Photovoltaic project does not involve the removal of interior wall and ceiling finishes inside the home, otherwise, the alarms must be hard wired and interconnected. " Provide a note stating that any conductors exposed to sunlight shall be listed as sunlight resistant. (NEC 300.6 C1, 310.8 D) Where DC conductors are run inside the building (or attic), they shall be contained in a metal raceway. (NEC 690.31 E) * Imperial Electric will be notified prior to use and activiation of any solar system. " System will be commissioned by owner per Interconnection Agreement. " All exterior conduits will be 3/4 EMT, painted to match building with exterior primer and UV paint. * All interior conductors will be labeled every 5 feet as: "Caution; DC Circuit". • System will not be energized prior to Imperial electric approval. * A ladder (or means to roof access) will be on site and placed for each inspection. * The Solar PV system shall follow th State Fire Marshall Guideline (Cal Fire) in partnership with local fire department. • Particular attention to access and pathway requirements (Cal Fire, local fire). * Please note that adequate spacing must be maintained between any plumbing sewer vents extending through the roof and the underside of the photovoltaic panels (6" minimum recommended). * Attention to markings and labeling requirements on plaque detail page. " Place reflective tape on the comers of all panels that intrude into hips or valleys that may cause a trip hazard to firefighters. • Installation will comply with articles 250, 310, and 690 of 2013 CEC, CEC 310, and 690. • Note on the plans that the photovoltaic inverter will be listed as UL 1741 compliant. (NEC 690.4 D) * All exterior conduit, fittings, and boxes, shall be rain tight and approved for use in wet locations * Please provide a note stating that the working clearances around the existing electrical equipment as well as the new electrical equipment will be maintained in accordance with NEC 110.26 * All metallic raceways and equipment shall be bonded and electrically continuous manufacturers instructions, such that the roof covering shall serve to protect the building or structure CBC -1503. * All components of the photovoltaic system are negatively grounded. * In one and two family dwellings, live parts in PV source circuits and PV output circuits over 150 volts to nrnund shall not he arressihlA to other than nualified nersnns while enArni7ed. I * "Photovaltaic equipment and systems and all associated wiring and interconnections shall be installed only by qualified persons." (CEC 690.4(E)) * plumbing fixtures are to be retrofitted to comply with new requirements for water conservation. Toilets are to be 1.28 gpf, single shower heads less than or equal to 2.0 gpm; residential lavatories to provide less than or equal to 1.5gpm; and kitchen faucets to provide less than or equal to 1.8gpm; as required be Section 303.11 CallGreen and CA Civil Code 1101.1 et.Seq. " Unless otherwise sapecified, not less than 30 inches in depth, width, and height of working space and platform shall be provided to service mechanical appliances. No PV module shall encroach in this space, except if the equipment listing is provided that shows the required clearance around and above this unit may be less than required above UMC 305 and and NEC 110.26 * "Photovoltaic system conductors shall be identified and grouped. The means of identification shall be permitted by separate color coding, marking tape, tagging or other approved means. The means of grouping shall be wire ties or similar means at least once; and then at intervals not to exceed six (6) feet." (CEC 690.4 (B)) * Circuit breakers serving PV System to be legibly, durably, permanently and indelibly marked CEC 110.12(3). The Solar PV system will be installed in accordance with article E90 of the NEC and 2013 CBC. Grounding conductors smaller than #6 AWG must be protected from physical damage by a raceway, cable armor or enclosure in protected hollow spaces of Building Framing CEC 250.120 ( C ). " All wiring materials shall be suitable for sun exposure and wet locations. Solar pv installation will not obstruct any plumbing, mechanical or building roof vents " Roof coverings shall be designed, installed and maintained in accordance with both this code and approved PV modules and associated equipment shall be protected from any physical da CONTRACTOR OF RECORD: X " each module shall be grounded using the supplied connection point identified on th��TY OF f A module and the manufactures instructions " All components UL listed and CEC certified QUINT^ BUILDINGI�&LS/A-!FE ' V r1 TY DEPT. are where warranted. APPROVED " if the existing main service panel does not have a ground rod UFER it is the P JESUS PEREZ contractors responsibility to install a supplemental grounding electrode. In buil ngs FOR CONSTRUCTION service grounding electrode must be verified at the time of inspection. Building DATE with a mettalic water pipe as the sole grounding electrode require a suppleme "-----� electrode to be installed " At point of disconnect a sign Shall be mounted, "WARNING- ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. " signs shall be posted adjacent to each PV disconnect to indicate "PHOTOVOLTAIC SYSTEM" " Removal of a Imperial Electric : interactive inverer or other equipment shall not disconnect the bonding connnection between the oroundino electrode conductor and the photovoltaic source and /or output circuit arounded conductor LEGAL OWNERS: CONTRACTOR OF RECORD: X CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Erwin & Anita Miller ECO FRIENDLY REMODELING (88) 7-6527. JESUS PEREZ 61510 Fine Barrel Dr. JESUS 9922 WALKER ST. SUITE B 818.632.3469 La Quinta Ca 92253 PEREZ PCS 4 CYPRESS CA 90630 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE ;.....,...: -....._......_............................................................................................................... ..I .......... ;.... ;FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN L UL 14E)200A Main SwAw Pl rug 2-(12} 28bW SdW W01rd Moaftias 3{12) Enpi ow Mfro Invert m 4{1) AC Dleuol vvx1 PLAQUE SPECIFICATIONS: a. Red background with white lettering b. 3/8" letter height c. All capital letters d. Arial or similar font e. Weather resistant material (i.e. enaraved clastic) FAULT IS INDICATED, NORMALLY GROUNDED CONCUCTORS MAY BE UNGROUNDED AND ENERGIZED. r 711 5° 1/4" Lr=TTERIN(i —101 PHOTOVOLTAIC POWER SOURCE RATING INVERTER OPERATING CURRENT 12 A MAX SYSTEM VOLTS 264 V OPERATING VOLTS 240 V SHORT CIRCUIT CURRENT 15 A AT INVERTER 511 DC DISCONNECT ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION ng = i 311 AT DISCONNECT CAUTION: SOLAR t CIRCUIT DISCONNECT FOR 111 UTILITY OPERATION 3/8" Lettering WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM AT EACH JUNCTION BOX ARE UNGROUNDED AND MAY BE ENERGIZED. WARNING INVERTER OUTPUT CONNECTION, DO NOT RELOCATE THIS OVERCURRENT DEVICE. 1AT SOLAR BREAKER 311 311 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY V CAUTION SOLAR SYSTEM CONNECTED AT MAIN SERVICE FAUTION: SOLAR CIRCUIT AT JUNCTION BOXES LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: t' SITE ADDRESS: DRAWN BY: Erwin &Anita Miller ECO FRIENDLY REMODELING (888)27 JESUS PEREZ 61510 Fine Barrel Dr. JESUS 9922 WALKER ST. SUITE B ! 818.632.3469 La Quinta Ca 92253 PEREZ PG 5 CYPRESS CA 90630 I MODULE OPERATING CURRENT (IMPP) = 9.20 A NUMBER OF STRINGS TO INVERTER = 1 INVERTER MAX INPUT CURRENT = 15 A 9.20A<15A,OK MODULE OPERATING VOLTAGE (VMPP)= 31.3 NUMBER OF MODULES IN EACH STRING - 1 (1) 31.3 V = 31.3 V INVERTER OPERATING INPUT RANGE= 16V - 48 V MODULE VOC = 39.7 V NUMBER OF MODULES IN EACH STRING = 1 (1)39.7=39.7V VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12 39.7 V (1.12)= 44.46 V INVERTER MAX INPUT VOLTAGE = 48V 44.46 V < 48V, OK MODULE ISC = 9.84A 9.84 A (1.25)(1.25)=15.375 A (ISC) MODULES SSERIES FUSE RATING = 25A 15.375 A < 25A, OK NUMBER OF STRINGS TO INVERTER =1 (1) 9.84 A = 9.84 A 9.84 A (1.25)= 12.3 A INVERTER OUTPUT CURRENT =1.OA .. 1.OA (12)(1.25)= 15 A [IC] USE 20A BREAKER SERVICE PANEL BUS RATING=(E)200 A SERVICE PANEL MAIN OCPD = (E)200A 200A + 20 A INVERTER OCPD = 220 A 220A BUS (1.2) = 264A 220A < 264A ok WIRE CALCULATIONS ON THE ROOF AND FROM .JUNCTION BOX TO INVERTER: EXPOSED TEMPERATURE = 29 C TEMPERATURE ADDER FOR CONDUIT OFFSET FROM ROOF = 33 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 29 C + 33 C = 62 C = 0.58 SELECT WIRE SIZE WITH AMPACITY GREATER THAN 23.86A, USE 10 AWG COPPER WIRE WITH AN AMPACITY OF 40A BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL EXPOSED TEMPERATURE = 29 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 29 C =1.00 IC = 20A 20.00A/1.00 = 20A SELECT WIRE SIZE WITH AMPACITY GREATER THAN 20.00A, USE 10 AWG WIRE WITH AN AMPACITY OF 40A jr da NOuonH1SN00 a01 1d30 A13JVS V Maims ViNlno til -q0 Allo LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Erwin & Anita Miller ECO FRIENDLY REMODELING (8 77- JESUS PEREZ 61510 Fine Barrel Dr. JESUS 9922 WALKER ST. SUITE B 818.632.3469 La Quinta Ca 92253 PEREZ PG 6 CYPRESS CA 90630 v ` pool 1201 N. Tustin Avenue Ron Lacher, R.C.E. engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT RECEIVED. JUL 2 0 2015 CITY OF LA OUINTA COMMUNITY DEVELOPMENT FOR SOLAR PANEL ADDITION ,� o LLB g C)'% bt U. CC V� AT o V THE MILLER RESIDENCE 61510 Fire Barrel Dr La Quinta, CA,92253-7949 FOR ECO FRIENDLY ENERGY GROUP 14601 Arminta St Panorama City, CA, 91402-5901 U C 656 m P. 6/30/2017 9� F CAL�F��/ DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 6/22/2015 12:04 PM Page i of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 r - pool POOL ENGINEERING INC. By: M.Thompson engineering Location: La Quinta, CA,92253-7949 Date: 6/22/2015 Job# 15-1358 TABLE OF CONTENTS: General Notes Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution it Wind Uplift Anchor Design 12 Summary 13 6/22/2015 12:04 PM Page 3 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALLS ©Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. engineering Location: La Quinta, CA,92253-7949, inc. Job# 15-1358 By: M.Thompson Date: 6/22/2015 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT'INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. n 6/22/2015 12:04 PM Page 5 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Reside ntial\15-1358 SOLAR PANEL CALCS .©Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. engineering Location: La Quinta, CA,92253-7949 inc. Job# 15-1358 Proiect Location: Existing Residence: Site Properties: PROJECT DATA: 61510 Fire Barrel Dr La Quinta, CA,92253-7949 By: M.Thompson Date: 6/22/2015 Roof Area: 2800 ftZ Upper Floor Area: N/A Lower Floor Area: N/A Number of Stories: 1 Latitude: 33.602 Longitude: -116.23 SS = 1.5 (g) 0.2s Spectral Response Acceleration S1 = 0.6 (g) 1.0s Spectral Response Acceleration Site Class: D (ASCE 7-10, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-10, Table 11.4-1) Fv = 1.50 Site Coefficient (ASCE 7-10, Table 11.4-2) SDS = 1.0000 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.6000 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 130 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: SOLAR WORLD Model: SW-28SMono Weight: 2.69 p.s.f. (including mounting system) Installed Area: 216.56 ft Design Criteria: C.B.C. 2013 ASCE 7-10 Design Methodology: Per the exception in Section 3403.4 of the C.B.C. 2013: "Any existing lateral load -carrying structural element whose demand -capacity ratio with the addition considered is no more than 10 percent greater than its demand -capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10% of the original demand -capacity ratio, no retrofit shall be required. 6/22/2015 12:04 PM Page 7 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. engineering Location: La Quinta, CA,92253-7949 inc. Job# 15-1358 GRAVITY LOADS: Roof Dead Load (Existing): 14.0 p.s.f. Tile 1.5 p.s.f. 1/2" Ply. Sheathing 1.0 p.s.f. 2x6 Rafters @ 24"o.c 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f. Misc. 22 p.s.f. Existing Roof Dead Load Typical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f. Max. Floor Finish Weight 3.3 p.s.f. 11/8" Subfloor Sheathing 3.4 p.s.f. 2x Joists @ 16" o.c. 15.0 p.s.f. 2x Partitions (finished) 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.8 p.s.f. Misc. 35 p.s.f. Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f. (Table 1607.1 of C.B.C. 2013) Floor Live Load (Existing - If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C. 2013) Roof Dead Load (Proposed): 2.7 p.s.f. SOLAR WORLD SW-285Mono solar panels and mounting system 22 p.s.f. Existing Roof Dead Load 24.7 p.s.f. Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f. (Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LLroof) Arearoof = 117600 lb. By: M.Thompson Date: 6/22/2015 Total Proposed Roof Load = (DLproposed +LLproposed) Areaproposed + (DLroof + Ll -roof) (Arearoof- Areaproposed) = 113851 Ib. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 - -3.29% Results: NET DECREASE IN GRAVITY LOADS ==> OK 6/22/2015 12:04 PM Page 9 of 13 \\pe=file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 Seismic Desien Parameters: POOL ENGINEERING INC. Location: La Quinta, CA,92253-7949 Job# 15-1358 LATERAL LOADS (Seismic): 1e = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor P= 1 Redundancy Factor SDS = 1.000 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.600 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Site Class: D (ASCE 7-10, Section 11.4.2) Risk Cat.: II (ASCE 7-10, Table 1.5-1) SDC = D Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct (hX Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where: Ct = 0.02 x= 0.75 hn = 18.5 (ft.) Height to Highest Level T= 0.178 (s) TL = 8.00 (s) Long -Period Transition Period (ASCE 7-10, Fig.22-16) Cs = (SDS Ie)/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.154 Cs max = (SDS le)/(T R) Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.862 (Cs min), = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs min)2 = 0.0441 SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.026 (Cs min)3 = (0.5 S1 le)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.046 CS = 0.153847 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables By: M.Thompson Date: 6/22/2015 6/22/2015 12:04 PM Page 10 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\35-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 aLpoo'POOL ENGINEERING INC. By: M.Thompson engineering Location: La Quinta, CA,92253-7949 Date: 6/22/2015 Inc. Job# 15-1358 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft) hx (ft) Story Area (ft) Story Seismic Mass (psf) Wx (k) k Wx hX Wx hxk F; (K) V; (K) c k LWi hi Roof 16 16 2800.0 22.0 61.6 985.6 1.00 9.48 9.48 Upper 1 0 1 0 N/A N/A N/A 0 1 0.00 1 0.00 0.00 Lower 1 0 1 0 1 N/A I N/A I N/A 1 0 0.00 1 0.00 0.00 Existing Base Shear =1 9.48 PROPOSED STRUCTURE Level Story Height hx (ft) Story Area Story Seismic Panel Area Z Panel Seismic Wx (k) k Wx hx Wx hxk F; (K) V; (K) (ft) (ft) Mass (psf) (ft) Mass (psf) C k GWi hi Roof 16 16 2800.0 22.0 216.6 2.7 62.2 994.92 1.00 9.57 9.57 Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear = 9.57 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 0.95% Results. INCREASE LESS THAN 10% ==> OK - . " 6/22/2015 12:04 PM Page 11 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 1 pool POOL ENGINEERING INC. By: M.Thompson engineering Location: La Quinta, CA,92253-7949 Date: 6/22/2015 Job# 15-1358 WIND UPLIFT ANCHOR DESIGN: Sirnolified Procedure for Comoonents and Cladding: (Sec. 30.5. ASCE 7-10 V = 130 mph (basic wind speed) Exp. Cat. = C exposure category (Section 26.7, ASCE 7-10) h = 1.21 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) Kz1= 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 6 = 22.7 deg Area = 216.6 sq.ft. Pnet30 = 44.6 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 Poet = kKztPnet3o = (1.21)(1)(44.6 p.s.f.) = 53.966 p.s.f. (Pnet)design = 54 p.s.f. Design Wind Uplift Pressure on Components and Cladding (16 p.s.f. min. per Sec. 30.2.2, ASCE 7-10) Connection to Existing Roof Framing: FS= 1 Atrib = 16.5 sq.ft. D= 2.7 p.s.f. W= 54.0 p.s.f. Pia, = FS*Atzib*(0.6D-0.6W) (additional factor of saftey applied to withdrawal force) (panel area tributary to each lag screw) (panel dead load) (design wind pressure) = (1)(16.5 sq.ft.)[(0.6)(2.7 p.s.f.)-(0.6)(54p.s.f.)] = 507.51b. (withdrawal force applied to each lag screw) MAiag 5/16 in. (lag screw diameter) Dpen = 2.50 in. (lag screw penetration into existing framing member) W = 266 Ib./i n. (lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) CD = 1.6 (load duration factor, 2012 NDS) Ct = 0.7 W'= Cp*Ct* W = (1.6)(0.7)(266 Ib./in.) = 297.92 Ib./in. (adjusted withdrawal value) Pallow = Dpen* W' = (2.5 in.)(297.92 Ib./in) = 744.8 Ib. Results: DEMAND = 507.5 lbs. < CAPACITY = 744.8 lbs. ==> OK 6/22/2015 12:04 PM Page 12 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. By: M.Thompson engineering Location: La Quinta, CA,92253-7949 Date: 6/22/2015 Job# 15-1358 SUMMARY: GRAVITY LOADS: DECREASED BY -3.3% ==> OK LATERAL LOADS: INCREASED BY 0.95% < 10% ==> OK WIND UPLIFT: DEMAND = 507.5 Ibs. < CAPACITY = 744.8 Ibs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 6/22/2015 12:04 PM Page 13 of 13 \\pe-file\pool\Projects Solar\2015\1358-15 Residential\15-1358 SOLAR PANEL CALCS ©Pool Engineering, Inc. 2015 l�r.tuv,00 A. TUV Power controlled: �. Lowest measuring tolerance in industry � ��– �O. OODOOZa`91 Ks Every component is tested to meet 3 times tEC requirements r J . f. x Designed to withstand heavy accumulations of snow and ice J Z f Sunmodule Plus:, Positive performance tolerance 25= )�r;� 25 -year linear performance warranty and 10 -year product warranty • �.� or Glass with anti reflective coating J World-dassquality Fully -automated lines monitoring the '01—NSebtf Ukod. MC OTMW "D>�� prod uction. and seamless of process and mate- DVE rial ensure the quality that the company sets as its benchmark for;its sites worldwide.° N4 SolarWorld Plus -Sorting �® Plus -Sorting guarantees highest system efficiency. 5olarWorld only delivers modules w r C us that have greater than or equal to the nameplate rated power. UL 1703 25,year linear performance guarantee and extension of product warrantyto 10 years SolarWorld guarantees a maximum performance digression of 0.7'% p.a. in the course aj of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry. in addition, SolarWorld is offering a product warranty,;Which has- been extended to 10 years' Home Innlsva4bn MGB6 GRF FN CERiIiIFD� In -accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.com .. A MANUS PORTED°f�r"ss Sunmodule;,/Plus SW 285 MONO PERFORMANCE UNDER STANDARD TEST CONDITIONS (STCr Maximum power P.. 285 Wp Open circuit voltage V. 39.7 V Maximum power point voltage V„vp 31.3 V Short circuit current 1u 9.84 A Maximum power point current ImPP 9.20 A Module efficiency q„ 17.0% 'STC: 1000 W/m', 25'C, AM 15 )Measuring tolerance (P„u) traceable to TUV Rheinland: +/- 2%(TW Power Controlled) THERMAL CHARACTERISTICS NOCT 46'C TC l,, 0.04 %/'C TCva -0.30 %/'C 7C P -PP -0.41 %/•C Operating temperature -40'C to 85•C -A 6S.94 1.22 (31) Module voltage (V) V« 1.33(288) Version 25 frame bottom mounting holes L x4 t•.20 (107)t All units provided are imperial. Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. PERFORMANCE AT 800 W/M2, NOCT, AM 1.5 Maximum power P,,,,x 213.1 Wp Open circuit voltage V. 36.4 V Maximum power point voltage V -PP 28.7 V Short circuit current 1x 7.96 A Maximum power point current ImPP 7.43 A Minor reduction in efficiency under partial load conditions at 25'C: at 200 W/m',100% (+/-2%) of the STC efficiency (1000 W/W) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Mono crystalline Cell dimensions 6.17 in x 6.17 in (156.75 x 156.75 mm) Front Tempered glass (EN 12150) Frame Clear anodized aluminum Weight 39.5 lbs (17.9 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC 11/NEC 1000 V Maximum reverse current 25A Number of bypass diodes 3 Design toads' Two rail system 113 psf downward 64 psf upward Design Loads' Three rail system 170 psf downward 71 psf upward Design Loads' Edge mounting 30 psfdowriward 30 psf upward ' Please refer to the Sunmodule installation instructions for the details associated with these Mad cases. ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp l -Box IP65 Module leads PV wire per UL4703 with H4 connectors Module type (UL 1703) 1 Glass Low iron tempered with ARC VERSION 2.5 FRAME Compatible with both'Top-Down" and "Bottom' mounting methods • ♦ Ground ing Locations: - 4 corners of the frame - 4 locations along the length of the module -in the -extended flanges SW -01-6007U512-2014 Enphaseo Microinverters Enphase°M250 The Enphase M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies, installation,. enhances safety, and saves on labor and materials costs. The Enphase rM250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway',_and Enlighten®, Enphase's monitoring and analysis software. P-R:C-DUCTUVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris [e]enphase® E N E R G Y Sl'MP'LE - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable RELIAELE. 4th -generation product - More than 1 million hours of testing and millions of units shipped - Industry-leading warranty, up to 25 years C us Enphasee M250 Microinverter //,DATA INPUT DATA (DC).' M250 -60 -21.L -S22, M250 -60 -21_L -S25 Maximum input DC voltage 48 V "F�W h.^. fiy'miC��.. rf 31Yf�}S'ry '. J.-. �, (:} A `' gY�'ff A F j •3�''i li3 � ' "�' ��:a:xp�.na.:.W.�s✓gz�rrexa;9 � '- _ '.rlr:-�.�F,,� •�r�r�xraa��.lss.`��i�e����`�'. ' {H'"'�. ?�.w����'�w, Operating range,, ` 16V -148V ^u�I �,ty�i?e it �x. r 3J� P^iJ �' MINMaX start voyage 1 �ay��� ~# 22 V / 98 V �, r a w. eA xw x1 a A" Mf y s ",WE#, � ��,�M'"� �f�r 2s Max DC short circuit current 15 A OUTPUT 'DATA (AC) @208 VAC (@240 VAC Rated (continuous) output power 240 W 240.W �,'r�'�.eS"d�'e'�roo.1�� '4''�&{���.''�k'.- - ,v'x;!' '' «a, . 3,..." r' - 9 .a�41r��''$i ,.. y'�4 .. x�:?�'�'ith�".�' 'i�'„'fr�a"s�'=h�`�"u',y'efy pu-.. r. rc.ra�rrk��..g•. '��' �• �` 1 0 A�(A rms�atE,nomirtat�duratlon) � �F•Nominalootput curr,,ent�= r '•°''� •' '�'����1A�( ���_r.�.. t���:°n���.�;.�w..:.�� �:,....h�. Nominal voltage/range 208 V / 183-229 V • 240 V / 211-264 V ,sr�fx_. •�..�. �a..�.w•,.��•�a�:1,s�r1�.� wa,�w -' a'_:sa::c,.,�:are•.�. ,�a�:ss..s�.:, r.s�+��v�'�,;�m Extended frequency range" 57-62.5 Hz 57-62.5 Hz u�a���..r��7��i��� ' ` �3� �� ',a�»� !^ • >..��..sr1x...���µ ��s�i��.��.c'ra�cz�•s�����,"',.� yr tc,�s�a5 Maximum units per 20 A branch circuit 24 (three phase) � 16 (single phase) EFFICIENCY �u,ye.c�v'�. eer�,"M3:�'•{N�'� 's'xfi^6''Ha,.S�5'ri�' Ib qo:a>. .�' s� � r�cyr +< Y� f. �r a°A F h +zc < �'+✓ •x. CEG�welghtede'fflclencyC�r ��`� ,��'�'i�'� 4965% t`�t,��� � �, � �. � �� �,,`;4•• `' z:,.v�.�:.•..2��;a��:::�as•ro�...s�.�s.%.�. • 'a . �,S "'�1�`+�x:'kzs�rs��t��r ��i"�'� w�_a_ �. �.i 5 r z�,�� �t:�5����a-.-.s s.. � ,�: - � Peak inverter efficiency 96.5% Night time power consumption 65 mW max MECHANICAL DATA r53wF�s'" xb r kAF fi ° x175': M' tS Ky Y £ ✓ fav{. to F,N t a st ' j ^ 10,01 n; Y 'w ;• Ambient temperature range s X40°C''to +65°C' S } '' :x ° ` .%"` 1 �a`stm�:x.s3 x>>.xs+,.a' a 'ion '`s`:.s•v.a--°'9.��,:�, a Dimensions (WxHxD) 171 mm x 173 mm x 30 mm (without mounting bracket) mmm S."i ON Cooling Natural convection.- No fans, ��,.�a:res:;:raisi:rrti'titi�:ciayc,�Yuuacos�x 9,•?"it�'�,�.`�T��- • :wz�.aaresa4nsc3.s�aesh+a:os�rr..;u�:n.�' +.'.b,�w'r � *^r etc "�s�xiia�.��%�Si�*ri3�.f'�� . Connector type M250760-2LL-S22:..MC4 M250 -60=21 -L -S25: Amphenol H4 FEATURES N;vs)sa�^T" iLfC�t 3o�"mpatnt'a5kwti'# Gia '.rF' ,r'f�p1r#- •�,wFwb'aGrd+.f.+r'�tt.C`Lti{f'+xY' a ,o+i'hj.�t"..dHxrrGa'4°.?Y..F'c1+cYtl"kFi"Le3'r ' `';� ;......................... >Cocc�btry�- nx G ' , .p WE Communication Power line Monitoring Enlighten .Manager -and .MyEnlighten .monitoring -options Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.corn 0 2015 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by. their respective owner. enphasee E' N E R G Y MKT -00070 Rev 1.0 February 20, 2015 Everest Solar Systems, LLC 3809 Ocean Ranch Blvd, Suite 111 Oceanside, CA 92056 Attn: Andy Neshat RE: CrossRail PV Panel Mounting System Evaluation To whom it may concern: CR150220CA13:I12 monnVnt ENGINEERING+ DESIGN Per your request, Moment Engineering + Design has performed a comprehensive structural analysis of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the State of California. When installed per the conditions and design criteria described herein, the CrossRail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Design Reference Documents 0 2013 Triennial Edition of Title 24, California Code of Regulations Based on 2012 International Building Code & 2012 International Residential Code o ASCE/SEI 7-10 - Minimum Design Loads for Buildings and Other Structures 0 2010 Aluminum Design Manual, by the Aluminum Association o Section and materials data provided by Everest Solar Systems • Rail section properties appear in the appendix to this report Overview The CrossRail PV -panel roof mounting system consists of extruded aluminum support rails spanning between points of attachment on an existing roof structure. This analysis is limited to capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Methods & Design Parameters Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single -span conditions and allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations in Chapter 26-30 of ASCE 7-10, using the loading parameters listed below. Configurations not conforming to these parameters will require additional analysis. Calculation of applicable roof snow load should be based upon ground snow load maps and equations and factors of ASCE 7-10, Chapter 7 and applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow MOMent ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 0 Fairfax, VA 22030 0 Phone: 703-998-23500 Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 • PAGE 2 OF 3 CR150220CA13:112 and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10 Chapter 13 with parameters specified below. While seismic effects did not appear to govern the capacity of this system, applicable seismic detailing requirements should be satisfied when installed per the manufacturer instructions and additional installation notes specified herein. Loading Parameters: o Ground snow load: Varies o Ultimate 3 -second gust wind speed (V): 110-170 mph o Building roof mean height: 30 ft. or less o Roof wind pressure region: Zone 1- Zone 3 o Structural risk category: II o Wind exposure: B, C, D o Seismic site class: D o Seismic design category: A through E 0 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000 0 1s MCER ground motion parameter (Si): Not to exceed 1.250 o Component importance factor (lp): 1.0 o Component acceleration factor, (ap): 1.0 o Component response modification factor (RP): 1.5 o Panel orientation: Portrait or Landscape o Panel installation angle: Flush with roof slope o Roof slope (e):0-7%>7-27%>27-45° Design Results The allowable span lengths of the system are principally controlled by applicable wind and snow loads to the structure. Refer to the CrossRail span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters. Note that reaction loads provided in the attached tables are only applicable when used with the corresponding span length recommendations provided therein. These reactions may be scaled linearly when shorter spans are used. Installation Notes The following guidelines apply to all installations using the CrossRail product line: • Tables assume two independent support rails per row with either panel orientation. • Maximum end cantilever of aluminum support rail shall `not exceed one-third (1/3) of allowable span in the roof wind pressure zone of the cantilever. • Rails shall be continuous (not spliced) over a minimum of two supports. • Installation over roof overhangs or within 10" of any roof edge is not advised. • Observe all local jurisdictional requirements regarding roof setback requirements. • Ensure that actual span length does not'exceed capacity of roof attachment moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS • Fairfax, VA 22030 9 Phone: 703-998-23500 Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION Cit150220CA 13:112 Feb 20, 2015 • PAGE 3 OF 3 Summary This assessment has provided design validation for code -compliant installations of the CrossRail PV Mounting System in the State of California. For Ahe configurations and design loadings noted previously, the attached span tables represent maximum, span lengths based on allowable stresses and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering support. This report does not provide analysis of roof attachment hardware, nor of any existing structures, as maybe required by the local authority having jurisdiction. We appreciate the opportunity to have assisted you with this project. Should you have any further questions regarding this analysis, please feel free to contact us by phone or email. Best Regards, Q?,pFESS/p� 0. 060695 * Exp. 12-31 A-10 �. ;; (P �lFOf CALtF— Shawn P. Kelley P.E. Principal moment ENGINEERING + DESIGN ss. kelleyOmsegllc.com 41: - moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 0 Fairfax, VA 22030 0 Phone: 703-998-23500 Web: www.msegUc.com 1 f CROSSRAIL MOUNTING SYSTEWEVALUATION 9 APPENDIX: PAGE 1 OF 37 CR150220I12w } ` Feb 20, 2015 moment ENGINEERING+ DESIGN . 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 -Phone: 703-998-2359 -Web: www.msegllc.com Table 1: Maximum Span Length (in.) - Wind Exposure B Condition Exposure , Ultimate B WindRoofw Rail Type Srw Load (psi} ' Speed,.V (mohl0 10_ 20 30 40 50 110 X48 96 88 81 72 63 56 ' X80rFj128 i 118g 108F 2� �i99 �z ak33 '87 � "78U ; 115 . X48 96 -88 81 72 63 56 "�X80�T12811.8lU8x#,�99'h�"�87 x+.s,.i... r° 120.t...� X48 96 88. 81 .,'72 63 56 ' ` ����,rX80�*�*�128�•��^�p„118�'' u'"��� lOBs`:'«�"99�;�"���� 8���..��^;�$�k�s' 130 y X48 95 88 81 r72 63 56 X99;u�. ay 87,:a��.'u1�,' 78`'? 140" X48 90 88 81 :x.72 63 56 �1f7,1(J3 996 s' 00 +,. ti Y87�r`78 150 X48 85 85 80 j 02 63 56 WIFE s 120? r116,�, ; 106 i s 99� 87 =4 " X97811 ' 160 ' X48 81 81 SO., „ 71 ' 63 56 k(X80L£ 170 :.114�1`14,105i���99 sX48 78 78 78 70 63 56 � X80'N"t :1.28#`n' 118„`x108 ti 99i �`.y c •. 7 za „'. - 110 � :�.�F, �.�k87���k� X48 X89' 88 81 ° ` 72 63 56 ' kX$0;i1�26s118x^1U8 99t `87?7$�': . 115 X48 86 86 81 , 72 63 56 O " ~ ni 'c �'�,X80"���€,�?7!:122 �����t�118:���� 1U8����e S�•`�99 M�i.�� `�87��r�`'���`>78;�'< , c 120 X48 83 83 81 ',� "72 .63 56 '116 ; J7$"" LL.130xrX80.. CX48 X116 �fi10899ri87�:. 79 79 79 72 63 56 .; c 14U'�._... X48 ' ` 73 73 i 73 72 63 56; 3 e�X8U2100�"�100�A100st99F; 'f87�" 78 ' 3 . 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X48 55 55' 55 55 55 55 ? iso wX80r� ;�i, r76�r� xrs�`e7h6vs"�,;,,_,_„ 7f�F��76x�i+d76��r c�'�' ,76��'�`• 160 X48 _52 52 52 52 52 52 � X71 ''�?. 7, ljy'rfa �`7,p, -7, u. 170 .,f", X48 48 48 48 4.8 4.8 ' '• ,48 moment ENGINEERING+ DESIGN . 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 -Phone: 703-998-2359 -Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX: PAGE 2 OF 37 C11150220112w' Feb 20, 2015 moment ENGINEERING + DESIGN # 16530 Warwick Ave, Suite C5 -Fairfax, VA 22030 -Phone: 703-998-2350': Web: www.msegllc.com , Table 2: Maximum Uplift (lb.)' Wind Exposure B Condition r Ultimate t WindRall Roof Snow Load (ps#) B Type �k " Speed, V P 0 10 20 X30 40, 50 X8;'335?4 308"2$2 b t?259 is227, 20 110 f X48 -251 -231 -211 -187 -164 -148 �.�X8,U 'y;�",�, �=37i1 ��340���:311�����i,'y287�, � �A25 i %��"•s„�226+,'. ` 115 X48 -278 -255 -233 ;207 -181 -163 f d 00,,4 w (' ti^,408W", 374 r$ 3 r,41 ";315 $, 276 s' 248a moment ENGINEERING + DESIGN # 16530 Warwick Ave, Suite C5 -Fairfax, VA 22030 -Phone: 703-998-2350': Web: www.msegllc.com , Table 2: Maximum Uplift (lb.)' Wind Exposure B Condition Exposure Ultimate t WindRall Roof Snow Load (ps#) B Type " Speed, V 0 10 20 X30 40, 50 X8;'335?4 308"2$2 b t?259 is227, 20 110 +. 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' $x X80 87,6s....z gs 876un "i 876v�. �54" � 120 X48 ` -599 =599 -599 _ -599 -540 -486 N 130 • X48 -651 -651; -651 -65i -639 =575 r *�� `1029 sf1029 s 1029 '` r �` 1029 1029 140 „ •._ . .x`1` ,927" 148 703 703 703 703 703 -670 :3 ' �,s�X80�`���•1105�r,�1105'7 1105����1105 �;�`�Y11Q5,�'',''1U69 w z ISO X48 -755 755 755 755 755 755 160 X48 -807 407 -807 7.-807 -807 -807 ' X80���'��,",-,�1258i�,��1258' � 1258' r1258,� �,"1�25$��,�,��•i258: 170x" X.4.8 -858 -858 '• -858 -858 7858 -858 moment ENGINEERING + DESIGN # 16530 Warwick Ave, Suite C5 -Fairfax, VA 22030 -Phone: 703-998-2350': Web: www.msegllc.com , Mounting systems for solar technology CROSSRAIL MAIN COMPONENTS Below are the parts to assemble the Everest CrouRail system 1 Y - - r - solar system Dark Module Middle Clamp Set j Material: aluminium :ham, a CrossRail 48 C—Pail btatarW: Alumu,nan e T Length, 151.42" L -foot w/ T -Bolt and Hange Nut (CR 48) L-Fcot Material 0—dn— ."1 Hardnain Material: Stainless Steel TBolt 28x75 M10 H. Flange Hut, 50mated 1.110 Dark Module Middle Clamp Set j Material: aluminium :ham, a Rail Connector Set CrossRail 48 Materiae Aluminium SP&e r Harware: Swrhz steel Dark Module End Clamp Set Module End Clamp Set Material: Al—Wum Clamp Hardware: Stainless Steel Dark Module Middle Clamp Set j Material: aluminium :ham, a Module Middle Clamp Set Matwiat AltmAnlum r Hard -re: staoiess Stael Dark Module End Clamp Set Pdetanel: oless fibre rvinfor,nd pelyamid Dark Module Middle Clamp Set j Material: aluminium :ham, a Omega Wire Management Clip Material: pcFyamid, bla& Enphase 215 Mounting Kit Matad.l: ...minium Burndy WEEB tug 8.0 Hardware Only End Cap for CrossRail 48 Pdetanel: oless fibre rvinfor,nd pelyamid Omega Wire Management Clip Material: pcFyamid, bla& EVEREST SOLAR SYSTEMS CROSSRAIL PITCHED ROOF SOLUTION '7 gaw-asp y it * �, aRn Burndy WEEB lug 8.0 Material: aluminium Burndy WEEB tug 8.0 Hardware Only Materal: Stainless Steel Fe, att<Mng Barndy WEEB lug 8.0 to CrwsRail 48 —t MIS 11420 Hex Flange Not Sw'ratad 20 Burndy KMC WEER Clip stainless steel Use withkh Everast Mid Clamp; to Bond rlmduks to the Crassf:ail 48 Use%v EVEREST SOLAR SYSTEMS CROSSRAIL PITCHED ROOF SOLUTION '7 gaw-asp y it * �, aRn ASSEMBLY: STEP BY STEP Irg�� ®® with the universal MK2 Slot Nut for fast, easy Ins- tallation. To attch the Mid Clamps to the CrossRail, ATTACH CROSSRAIL 48 TO THE L -FOOT insert the MK2 Slot Nut into the Crossitail 48 by putting up on the plastic tab then rotating clockwise by 90 degrees. Place the CrossRail on the high side of the L -Foot facing the roof ridge. Insert the T•8oh through Attach modules and position the damps on the mo - the Loot slot and into the lateral channel of the dule according to the manufacturer's instructions. CrossRail 48. Turn the T -Bolt clockwise making sure The Contractor shall verify that the mounting inst- that the groove mark on the end of the T4)dt is �� ructions of the module manufacturer are followed) vertide. Put the appropriate seffaocking Hex Flange Nut onto the T-8oh, adjust the height of the rail Module Mid Clamp Tightening Torque; 10.3 Ibf-ft and tighten the nut with a torque wrench using a (14 Nm). torque 25.81bf-ft (3SNm)for M10. Ensure thatthe Materials required: Middle Clamp Set top of the CrossRail 48 is located above the top of the Loot. Verify that the groove mark on the'end re the T -Bos is vert de, otherwise disassemble and ` OPTIONAL: END CAP ASSEMBLY - repeat.this step. Due to thermal expansion, we recommend a ther- Push the pins of the CrossRal 48 end cap into end mal break after (20 m), but no further than (24.4 of the rail m). The minimum separation between the two rails is 1.25' to 2' (3-5 un). aZ® Materials required: CrossRail 48 End Cap Materials required: CrossRail 48, T•Boff M 10, self- , . locking nut M 10 _ . .• a. .. ) RAIL CONNECTOR ASSEMBLY Align the two rail ends next to each other (Rail Join). Slide the Rail Connector on to the rails from below aligning the middle of the Rail Connector near the Rail Joint: Connect the Rail Connector to each rail using 2 Tdolts, 4 T -Bolts total, and 4 self-locking nuts. The rail joint may riot be in the range of the Loot or roof attachment Tightening torque: 25.8 Ibf-ft (35Nm) for M10 hardware. Materials required: Rail Connector Set (includes hardware)' ACCESSORY ASSEMBLY The CrossRail System is simple and fast to install. "Please contact us for further assistance:' SERVICE -HOTLINE +1760.301.5300 Everest Solar Systems, LLC 3.809 Ocean Ranch Blvd. Suite ,111 Oceanside, CA 92,056 Tel. +1.760,301.S,3,00 info@everest=solarsysterns:corn . www.everest-solarsystems.com ENPHASE 215 MOUNTING KIT Everest Solar supplies the preassembled hardware to attach the Enphase 215 with the universal MK2 Slot Nut for fast; easy installation. To attch the en - phase mounting kit to the Crossitail, insert the MK2 Slot Nut into the Crossitail 48 by pulling cry on the plastic tab then rotating clockwise by 90 degrees. Materials required:, Enphase Mounting Kit Optional: Burndy KMC WEEB Clip OMEGA WIRE MANAGEMENT CLIP Install the Omega Wire management dip to the Crossilail 48 by-pindhingt he end of the dap and Inserting the ends Into the side channel slot of the Crossitai148. *« .0 Tuhnhd:a M I U53 I@1l R-C�:1 YiriJea"Ft+f±�iY•.;.l:tivq p:e�•.M::N'I..•{.+rc�A;a+.al. e'a; Ml.I.0 •!c p '.ti�ha•n nnt:a:. r1 cx:.ni:rn li"B.:U Uwl i:,:N:zY .'. P.:+:...1'rA•. y"rn,: ume.U:J �rwi:ix;, iro.W:4t.•rN C,i/! hue IYtiF.•1:'aet:u:ry ;ale r:.in tjh4;.IR emry,>'uu...c:wUaq.11:%edH:otrn:&.YL.+,t-,u � , ROOF ATTACHMENT /FLASHING ATTACH MODULES WITH END CLAMPS Install the appropriate roof attachments and flas- hingsaocordirgtothemanufacturesinstallationins- Everest Solar supplies End Clamps Eprealed with the universal MK2 Slot Nut for fast; ssembeled asy ins tractions(a.g.QuidcmountPVCompositionmount). a, tallatlon. To.attch.the.End.Clamps.to.the.Cr=Rail, Ensure the waterproofness of the roof observing all insert the MK2 Slot Nut into the CrossRail 48 by applicable laws, regulation, ordinances and codes. pulling up on the plastic tab then rotating clockwise Ensure that the sbuctirel roof attachments points by 90 degrees. are in the right position according to yoursbuctural , ® calculations for the CrossRail system. Never mourn end damps directly on the rail Joint or Materials required: appropriate root attachments end of the rail I There must beat least t' (20 mm) from end clamp to the end of the rail. . " and flashings Attach modules and position the damps on the mo- dule according to the manufacturer's instructions. L -FOOT TO ROOF ATTACHMENT. The Contractor shall verify that the mounting Inst- ructions'of the module manufacturer are followed) Place the Loot on top of the roof attachment with Module End Clamp Tightening Torque; 10.31bf4t (14 Nm)• the long leg of thefoot facing the roof ridge. Tighten the hardware (e.g. bott and nut) according to the manufacturer's instructions through hole on the Materials required: End Clamp Set bottom flange of the L -foot. Materials required: Everest L -Foot, attachment ATTACH MODULES WITH MIDDLE hardware by 3rd party roof attachment supplier. CLAMPS Everest Solar su lies Mid Clam reassembled Irg�� ®® with the universal MK2 Slot Nut for fast, easy Ins- tallation. To attch the Mid Clamps to the CrossRail, ATTACH CROSSRAIL 48 TO THE L -FOOT insert the MK2 Slot Nut into the Crossitail 48 by putting up on the plastic tab then rotating clockwise by 90 degrees. Place the CrossRail on the high side of the L -Foot facing the roof ridge. Insert the T•8oh through Attach modules and position the damps on the mo - the Loot slot and into the lateral channel of the dule according to the manufacturer's instructions. CrossRail 48. Turn the T -Bolt clockwise making sure The Contractor shall verify that the mounting inst- that the groove mark on the end of the T4)dt is �� ructions of the module manufacturer are followed) vertide. Put the appropriate seffaocking Hex Flange Nut onto the T-8oh, adjust the height of the rail Module Mid Clamp Tightening Torque; 10.3 Ibf-ft and tighten the nut with a torque wrench using a (14 Nm). torque 25.81bf-ft (3SNm)for M10. Ensure thatthe Materials required: Middle Clamp Set top of the CrossRail 48 is located above the top of the Loot. Verify that the groove mark on the'end re the T -Bos is vert de, otherwise disassemble and ` OPTIONAL: END CAP ASSEMBLY - repeat.this step. Due to thermal expansion, we recommend a ther- Push the pins of the CrossRal 48 end cap into end mal break after (20 m), but no further than (24.4 of the rail m). The minimum separation between the two rails is 1.25' to 2' (3-5 un). aZ® Materials required: CrossRail 48 End Cap Materials required: CrossRail 48, T•Boff M 10, self- , . locking nut M 10 _ . .• a. .. ) RAIL CONNECTOR ASSEMBLY Align the two rail ends next to each other (Rail Join). Slide the Rail Connector on to the rails from below aligning the middle of the Rail Connector near the Rail Joint: Connect the Rail Connector to each rail using 2 Tdolts, 4 T -Bolts total, and 4 self-locking nuts. The rail joint may riot be in the range of the Loot or roof attachment Tightening torque: 25.8 Ibf-ft (35Nm) for M10 hardware. Materials required: Rail Connector Set (includes hardware)' ACCESSORY ASSEMBLY The CrossRail System is simple and fast to install. "Please contact us for further assistance:' SERVICE -HOTLINE +1760.301.5300 Everest Solar Systems, LLC 3.809 Ocean Ranch Blvd. Suite ,111 Oceanside, CA 92,056 Tel. +1.760,301.S,3,00 info@everest=solarsysterns:corn . www.everest-solarsystems.com ENPHASE 215 MOUNTING KIT Everest Solar supplies the preassembled hardware to attach the Enphase 215 with the universal MK2 Slot Nut for fast; easy installation. To attch the en - phase mounting kit to the Crossitail, insert the MK2 Slot Nut into the Crossitail 48 by pulling cry on the plastic tab then rotating clockwise by 90 degrees. Materials required:, Enphase Mounting Kit Optional: Burndy KMC WEEB Clip OMEGA WIRE MANAGEMENT CLIP Install the Omega Wire management dip to the Crossilail 48 by-pindhingt he end of the dap and Inserting the ends Into the side channel slot of the Crossitai148. *« .0 Tuhnhd:a M I U53 I@1l R-C�:1 YiriJea"Ft+f±�iY•.;.l:tivq p:e�•.M::N'I..•{.+rc�A;a+.al. e'a; Ml.I.0 •!c p '.ti�ha•n nnt:a:. r1 cx:.ni:rn li"B.:U Uwl i:,:N:zY .'. P.:+:...1'rA•. y"rn,: ume.U:J �rwi:ix;, iro.W:4t.•rN C,i/! hue IYtiF.•1:'aet:u:ry ;ale r:.in tjh4;.IR emry,>'uu...c:wUaq.11:%edH:otrn:&.YL.+,t-,u � , ;S, Look for the UC3Certific ityi =qty Bnce MaTvenhott, Aealetaf CTtleT Eriglr>eer, G a"S g$� .,t '.UL LLC `"%'sJ." r ,33v k - "�! pa vtolow� .,r,'"'� n Ary.lnrmetn erM Eoolimentetron IrnolyNg I =rdaet a 166W UL Customer 9e1vtce Repieaen it z i'w !gwfk