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BSOL2015-022478-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BSOL2015-0224 Tiht 4 4 0, atq& COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Property Address: •77260 CALLE CHILLON APN: 774143026 Application Description: HULL / 5.8kW PV SYSTEM - (21) 280W PANELS+INVERTERS/(1) SUB Property Zoning: Application Valuation: $23,000.00 Applicant:ECO Fl. FRIENDLY ENERGY COMPANY AN 19 2016 360 EAST FIRST STREET STE #800 TUSTIN, CA 92780 CITY OF LA QUI%rrA COWP IUNITY DEVELOWENT 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 License is in full force and effect. License C ss: CIO License No.: 465649 Contr-a,�tor°--* 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).: (_) 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, 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. . BAP.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 11111111111111111111 29 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/19/2016 Owner: KATHRYN HULL P 0 BOX 947 LA QUINTA, CA 92253 Contractor: MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS, CA 91307 (818)535-4477 Llc. No.: 465649 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of a abor Code, I shall forthwith comply w�r( hos provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION; DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set.forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes.null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to a ter upon the above-ment'one/dd p operty for inspection purposes. Da r f SignatM.TMplicant or Agent): DESCRIPTION FINANCIAL ACCOUNT a • 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 DESCRIPTION ACCOUNT. QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION , ACCOUNT QTY AMOUNT PAID• PAID DATE PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $24.17 $0.00' PAID BY METHOD .. RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $96.68 $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:00 Description: HULL/ 5.8kW PV SYSTEM - (21) 280W PANELS+INVERTERS/(1) SUB Type: SOLAR Subtype: Status: APPROVED -CONDITIONS Applied: 11/10/2015 SKH Approved: 1/13/2016 AOR Parcel No: 774143026 Site Address: 77260 CALLE CHILLON LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 198 Lot: 14 Issued: UNIT 19 Lot Sq Ft: 0 Building Sq Ft:'O Zoning: Finaled: Valuation: $23,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 5.8kW SOLAR ARRAY - (21) 280W SOLAR WORLD PANEL+M250-60 ENPHASE MICROINVERTERS AND (1) 30A SUBPANEL [378SF] 2013 CALIFORNIA ELECTRICAL CODE. Printed: Tuesday, January 19, 2016 3:35:01 PM 1 of 5 0?WSYS7Eti1S ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE ......... _..... .....�. :. ......... .. NOTES EMAIL SENT TO JESUS PEREZ (JPEREZSADP@GMAIL.COM) E-MAIL AJ ORTEGA 11/20/2015 .11/20/2015 THAT PLANS ARE READY FOR CORRECTIONS AND THAT THE PROPOSED CONTRACTOR IS INACTIVE PER CSLB WEBSITE E-MAIL AJ ORTEGA 12/21/2015 12/21/2015 EMAIL SENT TO JESUS PEREZ (JPEREZSADP@GMAIL.COM) THAT PLANS ARE READY FOR CORRECTIONS. PLAN CHECK SUBMITTAL MARY FASANO 12/18/2015 12/18/2015 RECEIVED SPOKE WITH DRAFTSMEN DOING THE ELECTRICAL DRAWINGS (ANGEL 818-447-2144) AND INFORMED HIM OF WHAT THE TELEPHONE CALL AJ ORTEGA 1/4/2016 1/4/2016 CITY IS LOOKING FOR REGARDING A CONDUCTOR SIZING TABLE AND THE REQUIREMENTS FOR THE AC LOAD CENTER COMBINING THE TWO -STRINGS OF MICRO INVERTERS. Printed: Tuesday, January 19, 2016 3:35:01 PM 1 of 5 0?WSYS7Eti1S PHONED JESUS (818-251-0752) THAT PLANS ARE APPROVED TELEPHONE CALL AJ ORTEGA 1/13/2016 1/13/2016 BUT -CANNOT BE ISSUED UNTIL VALID CONTRACTOR IS DETERMINED Printed: Tuesday, January 19, 2016 3:35:01 PM 2 of 5 SYSTEMS RECEIVED A CALL REGARDING STATUS, I ADVISED THE CALLER SHE SHOULD RECEIVE A CALL BY THE END OF THE WEEK AS THE ANTICPATED DATE WAS YESTERDAY. SHE SAID THAT SOMEONE TOLD HER IT WOULD BE READY FOR PICK UP TODAY. I ADVISED HER WE ONLY HAVE ANTICIPATED DATES. AFTER 1 HUNG UP THE.PHONE I REALIZED THEY HAVE A FLAGGED CSLB LICENSE. I CALLED BACK AND SPOKE TO THE SAME PERSON AND SHE SAID OK. A FEW MINUTES LATER I RECEIVED ANOTHER CALL FROM THEM WITH TWO PEOPLE TELEPHONE CALL STEPHANIE. KHATAMI 1/13/2016 1/13/2016 ON THE LINE ASKING AGAIN ABOUT THE STATUS... I EXPLAINED IT AGAIN, THEY SAID AGAIN "I WAS TOLD TODAY, WHAT'S GOING ON HERE" I EXPLAINED THE PROCESS AGAIN. SHE SAID CSLB WAS NOT EXPIRED. I ASKED HER FOR THE NUMBER, SHE GAVE ME A DIFFERENT NUMBER THAN WHAT WAS USED.ON THE APPLICATION WITH. SHE SAID SHE COULD USE THAT ONE. I ASKED HER NAME. DONNA DE LEON. 888- 577-6527. WHEN I PULLED UP THE LICENSE IT WASN'T FOR SOLAR, IT WAS A GENERAL LICENSE. SHE SAID OK,.THEY'LL GET IT UPDATED. CONDITIONS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES .TYPE ADDED REQUIRED SATISFIED APPLICANT (ECO FRIENDLY) HAS BEEN REMOVED FROM CONTRACTOR OF RECORD DUE TO EADY TO ISSUE AJ ORTEGA 1/13/2016 1/13/2016 1/14/2016 PENDING INACTIVE LICENSE PER THE NUMBER LISTED ON CHECKLIST THE APPLICATION (1002357) - UNABLE TO ISSUE PERMIT UNTIL VALID CONTRACTOR INFORMATION IS RECEIVED. Printed: Tuesday, January 19, 2016 3:35:01 PM 2 of 5 SYSTEMS Printed: Tuesday, January 19, 2016 3:35:01 PM 3 of 5 §?SYSTEti1S ALISON MUNOZ (505)903-8422 CALLING TO FIND OUT WHAT THE ISSUE IS WITH THE PERMIT. I ADVISED HER THE DATES PROVIDED WHEN CALLING TO CHECK STATUS ARE ANTICIPATED DATES. WHEN HER RUNNER CAME TO PICKUP THE PLAN CHECK IT WASN'T READY ON THE READY TO ISSUE AJ ORTEGA 1/13/2016 1/13/2016 1/14/2016 PENDING ANTIICPATED DATE AND IT WAS ALSO CHECKLIST DISCOVERED THE PROVIDED CONTRACTOR'S NUMBER WAS INVALID. SHE PROVIDED AN NEW NUMBER AND I ADVISED WHO EVER CAME TO PICK UP WOULD NEED A LETTER OF AUTORIZATION ON COMPANY LETTERHEAD FOR THE NEWLY NAMED COMPANY. CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE • . FAX EMAIL APPLICANT ECO FRIENDLY ENERGY COMPANY 360 EAST FIRST STREET TUSTIN CA 92780 JPEREZSADP@GMAIL.0 STE #800 OM CONTRACTOR MOSHE YACOBY ELECTRICAL 6301 ELLENVIEW AVE WEST HILLS CA 91307 CONTRACTOR OWNER KATHRYN HULL P 0 BOX 947 LA QUINTA CA 92253 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 PV SYSTEM - MI SC 101-0000-42403 0 $24.17 $0.00 EQUIPMENT Printed: Tuesday, January 19, 2016 3:35:01 PM 3 of 5 §?SYSTEti1S DESCRIPTION ACCOUNT QTY AMOUNT . PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES BY PV SYSTEM - MISC 101-0000-42600 0 $24.17 $0.00 NON-STRUCTURAL - AJ ORTEGA 11/10/2015 11/18/2015 11/20/2015 REVISIONS REQUIRED EQUIPMENT PC CORRECTIONS.pdf SEE ATTACHED 1ST REVIEW CORRECTIONS .1WK Total Paid for ELECTRICAL: $96.68 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 2ND BLDG NS (1 AJ ORTEGA 12/18/2015 12/21/2015 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:•• INSPECTIONS PARENT PROJECTS ATTACHMENTS RETURNED REVIEWS STATUS. REMARKS DESCRIPTION REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DOC 11/20/2015 DATE 1ST REVIEW REVIEW NON-STRUCTURAL - AJ ORTEGA 11/10/2015 11/18/2015 11/20/2015 REVISIONS REQUIRED CORRECTIONS.pdf SEE ATTACHED 1ST REVIEW CORRECTIONS .1WK BSO L2015-0224 - 1ST DOC 2ND BLDG NS (1 AJ ORTEGA 12/18/2015 12/21/2015 REVISIONS REQUIRED .11/20/2015 WK) .12/29/2015 SEE ATTACHED 2ND REVIEW CORRECTIONS 3RD BLDG NS (1 WK) AJ ORTEGA 1/5/2016 1/12/2016 1/13/2016 APPROVED INSPECTION NOTE LEFT ON JOB COPY OF PLANS - SUBPANEL TO BE SIZED ACCORDING TO 705.12. BOND INFORMATION Printed: Tuesday, January 19, 2016 3:35:01 PM 4 of 5 CR srs7eMs ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BSOL2015-0224 - 1ST DOC 11/20/2015 AJ ORTEGA 1ST REVIEW REVIEW 1 CORRECTIONS CORRECTIONS.pdf BSO L2015-0224 - 1ST DOC AJ ORTEGA 1ST REVIEW REDLINED REVIEW REDLINED 1 .11/20/2015 PLANS PLANS.pdf Printed: Tuesday, January 19, 2016 3:35:01 PM 4 of 5 CR srs7eMs Printed: Tuesday, January 19, 2016 3:35:01 PM 5 of 5 OrP SYSTEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BSOL2015-0224 - 2ND 2ND REVIEW DOC 12/21/2015 AJ ORTEGA REVIEW 1 CORRECTIONS CORRECTIONS.pdf BSOL2015-0224 - 2ND 2ND REVIEW REDLINED DOC 12/21/2015 AJ ORTEGA REVIEW REDLINED. 1 PLANS PLANS.pdf Printed: Tuesday, January 19, 2016 3:35:01 PM 5 of 5 OrP SYSTEMS (0301 fIV#wT1 Ak-e Wk IN&S eA qt3irl Bin #Till City of La Q rein to Building 8t Safety Division . _ 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # �5oti26�5- a21� Project Address:', 7 Cu` h j/ Owner's Name: �j A. P. Number: -7-71. Address: Legal Description: GCuv). F ecivi a l Cc,,,{, City, ST, Zip: U0A a)r03 Contractor: Telephone: P one: v Address:Project T1- LA Description: S CA� o City, ST, Zip: , -Telephone: MGM. N C. ✓1e State Lic. # : City Lic. #. Arch., Engr., Designer: Address: City, ST, Zip: ele h T one: p ::::.:.....:.::::::.;:.: `:`<<<`'[<?`<<;``> t Occupancy: Construction Type: � Occupan y. 'roJect type (circle ne • ewAdd'n Alter Repair Demo Name of Contact Person: Sq. Ft.:3 # Stories: # Units: Telephone # of Contact Person: 1 ,G Estimated Value of Project:6,0 ep APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted 1 Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. I-I.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees SITE PLAN SCOPE OF WORK 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. 5.880 Kw, Roof Mount 21) 28OW Solar World Modules 21) Enphase Micro Inverters 1) AC Disconnect Lot size: 1 01' x 100' 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 APN: 774.143.026 I (e) Chimney - - (n) Solar Panels NOTE: "Photovoltaic system conductors shall be identified and grouped. The means of identification shall be permitted by separate color coding, marking tape, 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)) 100' - -- arp r - for con' r 0 1 + Q �� TO L Poi ° 0 00 -- —, is, 91 v RN BEV EW ince to struc ural culations Lail er, R.C.E. 67656 d En ineering, Inc. lei i' I 8, lo, CITY OF LA QUINTP BUILDING & SAFETY- DEFT. APPROVED (e) Patio Cover FOR CONSTRUCTION (e) 200A Main Service Panel (n)30A AC Disconnect (n) 30A Combiner Box CUSTOMER INFO _ CONTRACTOR CONTACT INFORMATION DATE�BY { Kathryn B. Hull Moshe Yacoby Electric Contractor= Jesus Perez 6Aow N *40 wl-tt+ PG 1 �! fi301 Ellenview Ave. We eHi-,Ca 91307818.251.0752 saw -77-260 Calle Chilton Phone: 818.304.081 F" .304.0812 Phone: La Quinta Ca 92253 LIG_ A^ email: jperersadp@gmail.com lbouu a C . 0�� - RECEIVED __ s N .9 JAN 0 5 2016 � CITY OF LA QUINTA COMMUNITY DEVELOPMENT = 11 00 o I I I i I 1 O _[E RN BEV EW ince to struc ural culations Lail er, R.C.E. 67656 d En ineering, Inc. lei i' I 8, lo, CITY OF LA QUINTP BUILDING & SAFETY- DEFT. APPROVED (e) Patio Cover FOR CONSTRUCTION (e) 200A Main Service Panel (n)30A AC Disconnect (n) 30A Combiner Box CUSTOMER INFO _ CONTRACTOR CONTACT INFORMATION DATE�BY { Kathryn B. Hull Moshe Yacoby Electric Contractor= Jesus Perez 6Aow N *40 wl-tt+ PG 1 �! fi301 Ellenview Ave. We eHi-,Ca 91307818.251.0752 saw -77-260 Calle Chilton Phone: 818.304.081 F" .304.0812 Phone: La Quinta Ca 92253 LIG_ A^ email: jperersadp@gmail.com lbouu a C . 0�� - RECEIVED __ s N .9 JAN 0 5 2016 � CITY OF LA QUINTA COMMUNITY DEVELOPMENT ROOF LAYOUT it shall 5 1,4,7 ROOF DETAIL 2" x 11" 16" O.C. 4, 6' MAX — ROOF STANTION ANCHOR POINT ANCHOR POINT SYSTEM WEIGHTS/16" stainless steel diameter lag screws @6' o.c. ARRAY 378 SQ.F 1T . with 3" penetration into existing framing member. roof sealant at every penetration of the lagbolts SOLAR WORLD h1OWL13 into roof framing. 3.1 LBS / SQ. FE RoofTrac tm. .6LBS / SQ. FT. TOTAL LBS / SQ. FT. 3.7 LBS / SQ. FT. Moshe Yacoby Electrical 6301 Ellenview Ave. We Phone: 818.304.0810 Fa ANCHOR POINT ��— 24" �► 2x11 '- ` 6116, X 3 1/:" SS LAG I -Jesus Perez 91307 Phone: 818.251.0752 email: jperersadp@gmail.com CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION 1. DATE BY 9 ALUMINUM RACKING Flat Tile Roof n ANCHOR POINT Flat Tile Roof Post, can be installed through the top _ habituate U. Seal band rail quick hook 3 Course Flashing (mastcl, tape, mastic PG 2 . . ( ��'l D for crap r . nee to s calculations d L. Lacher, R.C.E. 67656 Pool Engineering, Inc. assesses SINGLE PHASE 120/240 MAIN METER SERVICE 0' (E) 200 AMP MAIN BREAKER (Top Fed) (E) 200 AMP BUS BAR RATING 2 POLE 30 AMP PV BACKFED CIRCUIT BREAKER FURTHEST AWAY FROM MAIN NEUTRAL PV MODULE RATING @ STC MODULE MFR SOLAR WORLD MODULE MODEL# SW 280 W OPEN CIRCUIT VOLTS 39.5 v OPERATING VOLTS 31.2 v ERATING CURRENT 9.07 A ORT CIRCUIT CURRENT 9.71 A X SERIES FUSE (OCPO) 16 A X POWER (@ 25'C) 280 W ONE LINE DIAGRAM 21 Solar Modules (2)#70 AWG THWN-2 (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT (N) 125 AMP Combiner W/ (2) 1 AMP breakers Y (4)010 AWG THW N-2 (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT ]-Box note: All photovoltaic system conductors will be 90 degree C. rated note:Provide a note on the plans stating that the AC disconnect is a "Knffe blade" type disconnect JRCE COMBINER RATINGS �E VALUES PER STRING: RATING 125 A T RATING 240 V INVERTER RATINGS NA A MAX DC VOLT RATING 48—v V MAX POWER @ 40-C 250 W NOMINALAC VOLTS 240 V MAX AC CURRENT 1 T� A SOURCE SIGN ON DC DISCO OPERATING CURRENT NA A OPERATING VOLTS NA V *MAX SYS VOLTS NA v SHORT CIRCUIT CURRENT NA A Note: Sub -Panels are required to be sized per 705.12(D)(1) AC DISCONNECT RATINGS BARE #8 CONTINOUS (10) sw 280 w DISCO AMP RATING GROUND UNDER ARRAY with (10) Enphase m250-60-2LL-S22/S23/s24 DISCO VOLT RATING 240 [string#il OCPD AMP RATING ON LUG FROM INVERTER A OCPD VOLT RATING TO PANEL V a. ■.■ ■......a.'..■agave: PG 3 (11) sw 280 w Phone: 818.304.0810 Fax: 818.304.0812 1perersadp@gmaii.com with (11) Enphase m250-60.2LL-S22/S23/s24 [string#2) 1p ...................................................................................................i AC DISCONNECT RATINGS eft MAIN SERVICE DISCO AMP RATING 30 A DISCO VOLT RATING 240 V OCPD AMP RATING 30 A OCPD VOLT RATING 240 V SERVICE PANEL RATINGS 010 AWG FEEDERS 50 FEET SERVICE VOLTS 240 V SYSTEM TYPE GROUN D MAIN OCPD AMP RATING 0 A —�— �� T PV ARRAY INFORMATION QTY OF MODULES IN SERIES 10 11 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE -2 X PV WIRES X QTY OF PARALLEL CIRCUITS 2.00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 X XHHW-2 RHW2; USE -2 �_ SOURCE CIRCUIT CONDUCTOR SIZE (SEE NOTES FOR ARRAY WIRE 10 AWG 1 OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSIDE BUILDING IT WILL BE ENCASED IN METALLIC CONDUIT * MAX VOLTAGE WITH 22'F TEMP CORRECTION SYSTEM SUMMARY eft MAIN SERVICE 200 A AZIMUTH 180 ° PV TILT 6 ° UNSHADED % 99 % ROOF SLOPE 6 ° CITY OF LA QUINTA BUILDING & SAFETY DEPT. PPR,"DiVED FOR CONSTRUCTION DA LEGAL OWNERS: CONTRACTOR OF RECORD: A COkTACT INFORMATION: SITE ADDRESS: drafistnan: Kathryn B. Hull Moshe Yacoby Electrical Contractor LIC 4 49 JESUS PEREZ 77-260 Calle Chillon Jesus 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 Perez PG 3 Phone: 818.304.0810 Fax: 818.304.0812 1perersadp@gmaii.com GENERAL NOTES * All field installed junction , pull and outlet boxes located behind modules or panels shall be accessible din_ctiy or by displacement a module(s) or panel(s) secured by removable fasteners. • 2013 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. (CEC 300.6 Ci, 310.8 D) Where DC conductors are run inside the building (or attic), they shall be contained in a metal raceway. (CEC 690.31 E) IID 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 Circult". • System will not be energized priorto IID 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 tate 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. (CEC 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 CEC 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 f- nrn..nA eheYl nn1 ha n....neeihla fn nfher lhnn ni aslif&A nnrenne while anarni`laA * "Installers" of the equipment and wiring and Interconnections shall be Installed by "qualified persons" . CEC 690.4 E * plumbing fixtures are to be retrofitted W 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 s N 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 CEC 110.26 • 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 CEC 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 CEG 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 damage. each module shall be grounded using the supplied connection point identified on the module and the manufactures instructions • All components are UL listed and CEC certified where warranted. if the existing main service panel does not have a ground rod LIFER it is the PV contractors responsibility to install a supplemental grounding electrode. In buildings service grounding electrode must be verified at the time of Inspection. Buildings with a mettalic water pipe as the sole grounding electrode require a supplemental 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 IID -interactive inverer or other equipment shall not disconnect the bonding connnection between the grounding electrode conductor and the photovoltaic source and /or output circuit grounded conductor LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Kathryn B. Hull Moshe Yacoby Electrical ContractorL 649 JESUS PEREZ 77-260 Calle Chilton JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ P6 4 Phone: 818.304.0810 Fax: 818.304.08 igerersadg@gmail.com N Y BUILDING IS ALSO SUPPLIED FROM THE - POWER.T....THIS..... .....__.................... .... ... ......_.... ...... ......... ...._........ ........... ,-..... .... .... , --- -- FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN •` _T _ e t , Q w 4 9 e �aMr�r�+Nvs++diea PLAQUE SPECIFICATIONS: a. Red background with white lettering b. 3/8" letter height c. All capital tetters d. Arial or similar font e. Weather resistant material (i.e. enar FAULT IS INDICATED, NORMALLY GROUNDED CONCUCTORS MAY BE UNGROUNDED AND ENERGIZED. 5" 1/4" LETTERING PHOTOVOLTAIC POWER SOURCE RATING INVERTER OPERATING CURRENT 21 A MAX SYSTEM VOLTS 264 V OPERATING VOLTS 240 V SHORT CIRCUIT CURRENT 26.25 A AC DISCONNECT PER 690.17/690.54 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 3" 3„ CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE By i& I RATED AC OUTPUT CURRENT 26.25 AMPS NORMAL OPERATING AC VOLTAGE 240 VOLTS AT UTILITY METER 690.56 B / 70S WARNING: INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED PHOTOVOLTAIC SYSTEM DISCONNECT AT DISCONNECT WARNING: PHOTOVOLTAIC POWER SOURCE AT JUNCTION BOXES 00,71 jE)t4j a FIRE .. WARNING INVERTER OUTPUT CONNECTION, DO NOT RELOCATE THIS OVERCURRENT DEVICE. AT SOLAR BREAKER LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Kathryn B. Hull Moshe Yacoby Electrical Contractor 1 465 JESUS PEREZ 77-260 Calle Chillon JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PGS Phone: 818.304.0810 Fax: 818.304.0812 erersad mail.com .10 5E MODULE OPERATING CURRENT (IMPP) = 9.07 A NUMBER OF STRINGS TO INVERTER = 1 INVERTER MAX INPUT CURRENT = 15 A 9.07A<15A,OK MODULE OPERATING VOLTAGE (VMPP)= 31.2 V NUMBER OF MODULES IN EACH STRING - 1 (1) 31.2 V = 31.2 V INVERTER OPERATING INPUT RANGE= 16V - 48 V MODULE VOC = 39.5 V NUMBER OF MODULES IN EACH STRING = 1 (1) 39.5 = 39.5 V VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12 39. 5 V (1. 12) = 44.24 V' INVERTER MAX INPUT VOLTAGE = 48V 44.24 V < 48V , OK MODULE ISC = 9.71A 9.71 A (1.25)(1.25)=15.171 A (ISC) MODULES SSERIES FUSE RATING:t 25A 15.171 A < 25A, OK NUMBER OF STRINGS TO INVERTER =1 (1) 9.71 A = 9.71 A 9.71 A (1.25)= 12.14 A INVERTER OUTPUT CURRENT =1.OA 1.0A (21)(1.25)= 26.25 A [IC) USE (1) 30A BREAKER SERVICE PANEL BUS RATING=(e)200 A SERVICE PANEL MAINZ OCPD = (e)200A 200A +(1) 30 A INVERTER OCPD = 230 A 200A BUS (1.2) = 240A 230A < 240A ok WIRE CALCULATIONS ON THE ROOF AND FROM JUNCTION BOX TO INVERTER: EXPOSED TEMPERATURE = 50 C TEMPERATURE ADDER FOR CONDUIT OFFSET FROM ROOF = 22 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 50 C + 22 C = 72 C = 0.41 ELECT WIRE SIZE WITH AMPACITY GREATER THAN 26.25A, USE 8 AWG COPPER WIRE WITH AN AMPACITY OF 40A BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL • EXPOSED TEMPERATURE = 45 C D ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 45 C =.82 IC = 400A 40.00A x .82 = 32.8A OK SELECT WIRE SIZE WITH AMPACITY GREATER THAN 40.00A, USE 8 AWG WIRE WITH AN AMPACITY OF 40A p 40A x.41 = 16.4 = OK STRING #1- 11 (1.OA) x (1.25) =13.75 STRING #2 - 10 (1.OA) x (1.25) = 12.5 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED `j` FOR CONSTRUCTION DATE BY LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Kathryn B. Hull Moshe Yacoby Electrical Contractor 17465140' JESUS PEREZ 77-260 Calle Cfiillon JESUS 6301 Ellenview Ave West Hills 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 6 Phone: 818.304.0810 Fax: 818.304.0812 erersad maiLcom 0OUIJ: 34 P,3(? j EI'eunla. A. VA,", j*Ak4ll t-{l11E Cg 0•I301 K'wtltt3�u B, Hn,l 11104-i Avc ^Ph F=iect4c% Coutt Mui. T -lc, .k te~ &t �i'Et',�'f flMli!�.ii2� �j COIt.�.�t+C_;.OK blw �tE�`fltar^�� 7777 949'S2-4'0125 rs cmuru rs a4z-r CO!*AVC. t>lj -1, 0 COB-', t;Ntt,�3'J 51014 < NOV of S0oV 13112 (T'S) = Sc'OV 500V +(T) 30 V I''r',AEiS. -05 CC;bD = 330V Of.'tf' 2F Kr11C% h- VA i WIVIL'i OCW ;f (61'300V - 2WAICE b0lcr en2 KV_UViC = (s)5OO v GVH-..-...... VAL_.. T'OV (5x)(1'52)= W52 V ►TC; f12E (;) 30V 6K[-VKElf i: -4u cowunenc-um,, { Iyr Rill -K ORD. -IM rnORU T'cv VbbU0�r.�. _ 8,N i V 0; _52) = 15' Id v (I) (3.\T V = a'az V - i CiLk OL. ry Onlm.r v Lin.jecls OL P-WIMC� 10 I{rMAEKIEK =T T2'x_�i V WLWIFF2.22WF2 Ena Ktr11we = 52t+ a KNO �5 - 10 WOV) x (I'32) = IS'2 a'�T V (:'32)(F" ?.)=l'?•TNl V (I2C) aUff 0C AT TI (T'OV) x (7'52) = 13'12 WODnm 12C = 0'1ltf +V51 n < t3A ' OKglob x "4 '41�� It�ihEKLEK lr i1�hi1L AOt"1.Vt?C = 2�1 �2Er ECL M1i3F 21XF NAI1.H':WbVC'f�t CKCXLE-1� _LHVM 10'00V n2� 8 Wle t ISI MLLI+VSA ` WbyCti� Or; llUV 3C'2A (1'15)'tt')4: A _ nOF_LVOE JlWbf KV_LPK:- COWSEC UO'll LVC-LOK = T73 fit?"OOV x -23 7= 33'8V Ok, (T) 33'2 = 33'2 A j IC = -IOOV tA:1f� m CE .�1C�wre I:�11_VCH 2.;"Kivc - T �< t�'3ina,-!�IEI�L wcaf bus ivarE im To Log at C ILt2nrvj_ED t`Ui�Dtl� QzC N; v�� t: ='85 V1t1^tll`E AOC3 ,•� A.�, F_XbO2ED I.f bEYV.INSE = 42 C BEi'Gm i�w Yoa wD, iKOW 114I= I1 -W 111EK 10 K".10 bwET' 'AMAE61L-K ObEn".LIMC i6'!'.-(U-bVUC'E- TP -A - 4e A (7) 31"S t1 3f'S A ,': kiEC 1. PAII,'1: 21LSE �tiRiif? L''1=lbrwLUA CKEVI1 Y iHVO W -52V P2f: 8 VPAC. CObbcK PAIKE.t' UH Wit A'JbVCLLk OL -tOV O11weEK 0L WoDuFp. m i vc-, i 2 dnI C i' vloDnrE ObEKd1.I!1C AOI-1.L{C'E VAwhb;= 3j'S .1 a,,n V < r2 V' OK VDln?lVJ 1111 VCS oiS bEIS _iVPFE 3 0`.Te Lod DO C lMaVVIE? COVtOnc .OK VL 20 c 55 C = 15 C = i> w It4PEt'lr_'1S Mix IVILI' L CMbPO t =- T2 V ! E lbf:lSd1J.SE VDDEL, ECIJ COlvIDIC U l HON K OIL = )3 C v.f)W2t__b Ok ?_L(104C2 'O 10Ah l_ll' =- I l:XbO2'VD LFNbCSvL'llfl= - 20 (. " HUD ;I -C CbGtA'_11ll10 Cl UKE U +1114F•b! = Z)V, V Ov1 3'4c b -)P'. ViOD /: #VK: T1,, 1 NKX �::.t:' •cf51FK SumroduW-/Plus ,. - SW 280 MONO.REALVALUE _3G -� ::: .•GLO.,t�r. - ..r�,a-.,r.:.r,: r^,.,n7.:..0 '.:R ",;�rw-p<a:' • ,r-.e::.3e't:rir.-sc,, ,.: .,. _ c1 TIN Power Carbo0ed: �} lowest ote—Ogtdoance a mdtatry . 4 Every comptmemktestrd to mea times IEC mqulr&vm U n2V 1. DesignedtowNMbndfaavy 901A aaaamiationsderowadke 9.O7A AarmoduteDlla: i� 16.70% V� - Poeitleperfbrmancetofeta aw...db 30psfdovmtvmd 30psfgarad 2Syaarnnear pafirtrtamewarrm ty acid"0 rpntdudtwarrarty Operating range 16V -48V OA434. and 107.1 -01 Glasswithartkeftective WFIIdd9apdty Fully -automated production Dnes and seamless monftoringofttle processandmate- I•"� .w.� `~�'r'�` 4✓ ItalenatmthequalitythatthecompanysetsasItsbendmarkforitsOtes=1dwide so NPNWK Sor" /1 ,�,.,,� Plus-Soning guarantees hWmt system efficiency. SokwWorld only delivers modules Q240 YAC that haus Vvater than or equal to the nameplate rated power. � Pyr ___ ooyas Byes World gammMres a ma)d urnper performance olarWorldguatanteesa�maxfmumperformancedtgresslonof0:7Xpa:in�thtcourse (C �j \`!L-J� of 25 years, a sfgrdHmnt added value compared to the two-phase warranties cam - Rated (contimtata) output power_ man intheIndustry. to addition SotarWorld is offe tg a product warranty, which has 240 W been extended to 10yeam' _ Mgmtwtau;wt4almwK� _�_',y~ i.15A( mwatnm*m(ska>r6vl 'baamda WU0eappanD45OWW01UMWW=amyaparduu www.sabrAondmnVV--AY i0orj Nomfretvofragehanr93 206V/t63_Mv solanwAdcom uoawwsl�m�.tesn Enphase®M250 The Enphase M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its alt -AC approach. With the M250, the DC c9lclllt is isolated and insulated from ground, so no Ground Bectrode Conductor (GEC) Is requaled tar the ndcn*vveftL This further simplifies installation, enhances safety, and saves on labor and manias costs. The EFphase M250 integrates seamtessly with the Enke Cable, the Envoy' Communications Gateway' and Enfighter? Enphase's monitoring and analysis softwans. PRODUCTIVE Optn'&w br Ngrler-00— modulm -.Maximaes energy pmduction Mlninnizes impact d shading, dust. and debris, SIMPLE No GEC needed br ONOWvt3W - No DC design or string couda00n required Fay Installation with Fsx}age Cable RELIABLE - 4m-QeMOM ar06uet - More titan 1 milfim hour. d testing .and nillionsof.unils.shi(lped Industry-leading warranty, up to 25 years Sumodule%Plus SW 280 MONO {iSOCIIABOilitl7�S'OYOOImifT'fGWDtIWMS(S7Q' V660IIAIMGat00W/+�.60C1;AM1S A&MI arp— F_ 160 wp gtadwNy. V.. 315V MaramrarMepaittarogr V,.. n2V SeeRdiMRtamMx ti 901A Aftd 1p poatrow r L 9.O7A 41-000-fikkory n. 16.70% 'smwoor�.xrCAru 9 Meeesar6A� ria p.J� arati,l W fleeem,b N• ='K @N1we lin aMr► No" a6•C irk OD1'.(I'C 00rthwftly sure-M'CtoiSY anOel N Wbea{mfaea,�l9MbpailObraeNr>6 b4 WaNAL,v�ves tlrrtiAe b,ck paEOooev�•.i4o,t m0 En phase -KM Mkxdmrertsr// DATA Abad—p— re 2/9.1 WP CP -d *vWt>Jr Vi 30y AYedh—p-wo afVe V„ 215Y 9lprt6rdta~ 4 USA Modnmaee F*kwa * V 733A r9rrvbcir•Yt/eau,p sde Iero�b+eta Wan aSGaloa'A!�'.1a0< MP719.ree su.esa.c760obw,rgr..nba GDAVOKE UMAMOW Gtftp ..dyAr {,0 !ae23yr rdom oyshibe Gpd�eeasbtl fib b a41a b (Rfi urn rt56 mm) Nwa Tempered guts aN 11150) ermr Claw aw*dAbat on VA t 395 IN 07.9 id Mv�arjetrm W'eSCI/!HC 1000y ArNrMaMeleer3eaaAfdr I&A N ..buf4r. dWe d V.dpl-W 113'ps7 dowowud 04 psfopwNd mow. 7herrtulryr4m t7optfdpwwrard nWgrwad 0.#PLo.V aw...db 30psfdovmtvmd 30psfgarad 'ala,e,efnbticfwod�Y.CiWalrfocbabla,deflsasnb a,d.xb meeebtleuet Accroommm basoariy' •0 Wp/+5 Wp At" we AWbhot. eyrke P. Ut6M9 wlthma) eon__ 6iakdtrfyprAx r7� 1 cito towapetonoerrdwga AMC Vt91f10MUFRAW • CompatiblewOhtarth'rdp0oW and -mm Mwaft raeftds •immsdthetrame - / loailoe a1w V f1¢ Imp d t)r Modult Inthe atterlded 6alAet AV-0F6C06U509`27M INPUT DATA JVQ M280.8"LL-S22, M25040-2Ld.S28 Communication tttocommendedtrlputpower(STIa 210-310W --^ —• The OC drakt marts. the requlremorits for ungrounded PV arrays In . o Maximum Input DC voltage 48V additional GLC or ground Is required. Ground ImM protection (GFP) is -tegreted It -the -I-oo erkr. ~'Enlighten Monitoring Manager and MyFnlighten monitoringoptions �pilallce �• .•w�. �+_ _ Operating range 16V -48V OA434. and 107.1 -01 • Fvgwngr rengae wn os. vxterloe0 treypq nornMrpi # raqubao bytho omy Max DC short circuit current 15A OUrPtll• DATA (AM @200 VAC Q240 YAC � Pyr ___ _... -- — -_— -- -..I . 250.w w Rated (contimtata) output power_ 240 W_ 240 W _ Mgmtwtau;wt4almwK� _�_',y~ i.15A( mwatnm*m(ska>r6vl 1,0A(Ama6fnom*W0u i0orj Nomfretvofragehanr93 206V/t63_Mv 240V/2t1-264V L Nornblaf 6_0.0/57-_61 Nz �5T-6_2.5 80.0/57.81 HZ } frequamy range' _ Hz 57-_62.5 Hz _Extended _ Power ftictor _ t_- _ . _._ _ _ __ kk .� ri •• — _.._.. _� �?4 >0.95 A'k___-.. .... _ Maldmtrm units p_er 20 A txanch Orcuit (three phase) 16 (vin a phasia� Maximiun output fault cuuara M 850 mA rms for 6 cycles a 650 mA rats foe 6 cycles EFF=EttCY Peak Inverter effkiency 9615% Sharia MPPf effloiercy (wa:ghIed, reference EN50630) 99.4 N: ' Night time power consumption 65 mw max MECHANICAL LATA Am13ieMBhmperaaNe rarga� -40'C to e65•C __ _ oimensiore (W73bd>) 171 mm x 173 mm x 30 mm (w}lout Nmccund bfacls9 k4fd s!psj_ _ _ t -e Natlxal corrvesaal - No tare p^C�oong-li� 1 connector type M250-60-2LLS22., MCF M25040.2LLS2& Amptror+tl H4 FEATURES [�] enphase- � To team more about Enphase M=oirmerter technology, �� enphase- E N E R G Y C visit enphase.C:Oiti E N E R G Y US 02016 Eric®M60007O P -to __:q=pffDblewith 80-oallPVmodules Communication Power Gra ...•.. w ..... .._«�- tnbgratW ground --^ —• The OC drakt marts. the requlremorits for ungrounded PV arrays In . o NEC8903S. £qu ipntallt grota3d is Wavfded in the Engage Ceble. No ' additional GLC or ground Is required. Ground ImM protection (GFP) is -tegreted It -the -I-oo erkr. ~'Enlighten Monitoring Manager and MyFnlighten monitoringoptions �pilallce �• .•w�. �+_ _ ��_� t1L1741/rEEEY547, FCC Part 15 CP3sa B. CATUC811-0222 NO.O-M81, { OA434. and 107.1 -01 • Fvgwngr rengae wn os. vxterloe0 treypq nornMrpi # raqubao bytho omy [�] enphase- � To team more about Enphase M=oirmerter technology, �� enphase- E N E R G Y C visit enphase.C:Oiti E N E R G Y US 02016 Eric®M60007O P -to Product Data Sheet DU221RB Safety Switch, 30A, Non-FusUe, 2 -Pole ®eolr�e: a by Schnicldb E-,1. L® dant f177.000SD ArafT 8to[li conn: TM nide brha>mnys0xRe0 eh W men W.Mly, Technical Characteristics Koncert d Pofd 2•Pc1e Terminal Type .. .. LUge .. .. Cenral DULY .. .. i&Wnean YotwRating _ • 240VWC. Me size 014to SSAWS(AYCU) ldloe - Strhgle Th. Ampere Rothg 30A App7orap _.. UL Usbd Rb Mmewwo 6 i.. M gm, .. _ _ - . - NEMA 3R .. . Ficmhse Type ... _.. .. - Rlfrpodl W Sltanta 01mt0ttAtat/OtAlnr) Facing Iratuled NetCal ...No DaoorrrriType .Moniienb - ... Y&W, _ • _ - 6.66 Itches Stripping and Onlah8 34ke Co"- 00108- S. h# S.W%G.1al Duty, 30-2WAM NBIAM . Oh9oourtSdtheOub DE1A .. ,OTW ._ .. 00765801080340 Bs Mabr®I Tin Plated Ahantesn VYhW 4.62 Its. .. .. _ . . Mafabilily Cede -. _ . Sbxkttem: This nein Is rhdnally sbeked in Our Qudorh taenq. . ... _. ..Y CouOY dOran - k1x _. .. A9 SWM1?Jtde, SpeCSiCB(ID1fe, 2,b 6e9grc+ Change tion e,Teie C'ne, please a.4k OJf (.DrjemaCon of Lhe Inwimatmn gtieeh In fhl5 deC�i. C—,.d. 0WXYZU; 1s 15 ^3 V2010 SdmddwEMCM.'AM Vb Rowed. R . Courhtry0forwth Schneider Z'Eie,ctric As Sta". rds, sreaCMW.s, 2M designs clurge from tkreto Urns, r8e2sa WIk to, cvmmnr non of 0m Inbr=WP *Mn In thin document. !3mtca'Sd. sJ2Cr2(i:0 15.3: is o20hoadYdOaEedHCAId�[YRRMd. Schneider VElectrie Product Data Sheet HOM612L100RB Load Center , 100A, Fixed - Factory installed main lugs, 6, 6 Technical Characteristics ®_—y ..eat .. tG iahetlr. [IccaNc Aff*— Raft IOU AWkSWn Deafgnee to meet resldehial, cdmmmeat endkMlaOaI reputemehb to protect efecetal a1tMe'oe. eq#—t [cod pedpb. ULI Cambhntlon P4xh(slatace .. 3foRCtaltCutetRYt® .. tam Filed. FadIfq lee0led eu6tep IWiman Sfr�e Poi Ceae� 12 Maeure" TWKMM Clradt Weakels Ptatse - _ .. .. t-Pruss 6 YorWgs Rat4g.. _ .. 1202WAC _ wire Slee _... _. - 98 b Ali AVW400u) Y&W, _ • _ - 6.66 Itches wWgCoMlghsa0orh �. 34ke Oepth 4.271ntlhea Hoot U,651nc hes fiqk gTreda.Mame ._ NerrMale - . Bs Mabr®I Tin Plated Ahantesn Bcbahae TYW .. _ OUkI0-dtatp1od .Box Marcor .. 211 Erhdbshse RaffT NEMA 3R GruehtlingEkN. .._ .. _ OlderI Kotex 70A(magtratrh6gdeteaknsha t00A(enhQbsekbd aWhetuhte[4akeL Celegery 00149 -load Carters. NBtA1 b 3R, 2-6aFaft Type [[Of/ Dboorst ct..wa. DE3C .Gnm _... _ .�•.- _ 06786601061205 PP[%ageQWrtlly 1 _ . kmhbi7hty Ccde. _ S oa ftm:'This Item Is rwmsty stodud in ow adibL bnOcfy. Grunts* *5170200 M37 1A V 2n06dnd W Elem4.'AD Alli -W. February 20, 2015 Everest .Solar Systems, ld.0 3W9 Oc= Ranch Blvd, Suite I I I Omansidie, CA 92056 Atm: Andy Nested Schneider VElectric RE: CranR4d PV A=d Mounting System Ew1ucei ten To whom it may concern: 01150II6CJ11Y.112 moment ENGINEERING+ DESIGN �Wriri,MSEOLLC.COM '� Peryour request Moment Engineering + Design has performed a comprehensive struchu-al analysis of the Everest Solar CrossRa(I Solar PV Mounting System for typical installations in the State of alifnrni - When installed per the conditions and design criteria described berein, the Crossitail Solar PV Moundrig System Is compliant with the sections of the design reference documents noted below. Dir Rhe Doctmmts 0 2 013 71, fm)zW Edft fan of 77de 24. Ca fifi=ia Cade ofRegida 11— Bused an 2012 In hmmdormf Bkdlft Code & 2012 IntermidwalReddentfafCade o ASCE/SEI 7-10-MinfmwnDeWnLoadsfor BtdldWand OtfterStsirtmrs 0 2010 Ahownum 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 ofattachment on an existing roof structure This analysis is limited to capacity of the Crossrail only. Attachment oiine GussRail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional whcrc rcquircd by the local authority having Jurisdiction Methods Rr Deft Parameters Applicable combinations of dead, wind, mow, and seismic loads were evaluated in accordance with current code requirements to determine aEowrable call 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. Catailation of applicable roof snow load should be based upon ground snow load maps and equations and factms of ASCE 7-10, Chapter 7 and applicable sections of the 2013 CBG 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 moment8N6rN6 mut:+ni=ti 10540Wwwtd[Avs,5ane CSVFatrfat0 VA22=,o Pboee.70394829SOeWeb:w zncgUcxm CROSSRAIL MOUNFI NG SMUM 6YALVATIO N FebZO, 20150PAG£ 20F 3 CRI5OZL0.Ai3.%2 and wind load determination. Seismic criteria were considered per provisions of ASIS 7-10 Chapter 13 with parameters specified below. While sei4,is is effects did not appear to govern the capacity of this system applicable seismic detu ing requirements should be satisfied when insmQed W the mam tacturer Instructions and additional Installation notes specified herein. Loading Parameters o Ground snow load. Varies o Ultimate 3 -second gust wind speed (V). 110-170 mpb o Building roof mean height: 30 ft or less o Roof wind pressure region: Zone 1- Zone 3 o Structural tisk category: fi o Wtmd eVosure: B, C, D o Seismic site class D o Seismic design category: A through E 0 025 MCF& ground motion parameter (Ss): Not to emceed 2.000 o 1s MCF& ground motion parameter (Si): Not to exceed L250 o Component importance factor (lp):10 o Component acceleration factor, (apk LO o Component response modification [actor (llv) 15 o Panel orientation: Portrait or landscape o Panel installation angle: Flush will roof slope o Roof slope (0):0-7•,>7-27•,>27-45' Design Rwedts The allowable span lengths of the system are principally controlled by applicable Wind and slow loads to the structure. Refer to the CrossRall span tables do 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 thereto. These reactions may be scaled linearly when shorter spans are aced, lustR0atlon Motes The following guidelines apply to all installations ming the crossRau7 product line: • Tables assume two independent support rads per row with either panel orientation • Maximum end cantilever of aluminum support rail shall not emceed one-thfrd (1/3) of allowable span to 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. • £mire that actual span length does not exceed capacity of roof amdment. moment vwmEfimm a DESIGN 10WO Wa:w4dt Ave, State NS • FafttM VA 22030 • Pbmc 703998.2350• Wei wwwXaw9k tom CROSSAAILMO MMMSYMN EVALUATION CRIS0220112W i cuoIiPsurm+%:q4M OOSEZ-066-COL-Wqd0 0£OZZ VA^AWWA•53 211115'"V At 0£SOT }t NMS30 + 9NIIMMON3 jtlaffiOW i I t, 1 N91SM+9NnS3NI9N3j WOW tedou fid "-,(1,Ofl-t£Z i 468080 'spirzay Isag lima so auoqd dq so i mm or aril foal maid szsfleae sop au!psaaj suapsanb saqunl due aneq nod ptnogs pafosd s!ql qjw nod pa>_sisse aneq of dllunuoddo aq1 a1e!o2sdde 2M uomrps!snf gutALq favoLp- l -W aql dq pa itnba.4aq Auui se %a ripen is $uristxa due 3o.1ou 'alpmp.1eg lnamg7qle loos to s!s4eue ap!Aosd lou scop Tlodas s!yy 72oddns Suuaaudua sal smalsdS setoS lsasaA3 of salaj 'suopuniiguoa sagio tie sod -up,741su uon>ataap pue sassasis a!gemo!te uo paseq sq>Sual meds mnmp(eui juasasdas sa!gets ueds pag3uue agj',gsnofnasd pa7ou s2u!peo! ag!sap pue saouel(t5t;nm ay7 103 E7fII6jjfE3-J9-2= syr ul ma]sds dununoW Ad I!eassorl aglio suonet!elsu! 3ue1tdwoa-apm sol uonep!IeA u8lsap pap!Aosd req maulssasse s!yy dsemmns £.i0 F. 37Vd • 1[02 'OZ ga3 NOLLVn7PA3 w31SAS owmnoW 7iV8550113 APPENDIX: PAG610F 37 CROSSRAIL MO Feb Zq ZOIS citiso 20112w p G ¢ TabM L• Ataabama Span L@ffth IhL)• Wind Exposm D caiifton & tlrc EwPMrc 8 sv � Xa n7rpe Rod Snow toad fest) 0 10 20 30 40 50 .7180 in - JIB 109 99 .67 TB 110 X48 96 88 81 72 63 S6 x80 - _ 128 _ 118 _ . - 108. _ 99 87 . 78 115 - X48 96 88 81 72 63 56 X8o 128 118 108 99 87 78 120 X48 96 as 81 72 63 56 130 in �us 108 99 87 78 X48 95 88 al 72 63 5e -.x80 in 1.18 108 99 87 78 140 X48 90 88 81 72 63 S6 ISO 1®0 125 117 107 99 - 97 78 _ 148 as w 811 7Z 63. 56 7180lao 116 106 99 87 78 16D X48 81 81 ao 71 63 56 170 JMD 114 114 -_105 99 19 •529 ---M— US 78 78 78 70 63 S6 110 X80 us 118 108 -99 87 78 X48 89 88 81 72 63 sic its 318 108' 99 ' 87 78 1151�0 _ 4 8 06 _ as at 72 �63 sic Jf80 122 1t8 108 99 87 SZD 78 _ X48 83 83 81 ��- 72 63 56 )MO 116 116. 108 99 87 130 78 _..X48 79 79 79 72 fit _ 56 140 X80 W7 W7 -107 99 87 78 X48 73 73 73 72 63 _ S6 XOD too 100 1w _ 99 _ 87 78 150 X48 68 68 68 68 63 56 X80 93 93 93 93 87 - 78 ISO X48 64 64 64 64 63 56 - X80 88 88 88 88 87 78 170 x491 60 60 ro 60 60 56 1.1nX80 X799 _-799 -774_... 712 7u 546 ..546 515 350 361 _-406 .. 110lll_M.. 111106 99 ... 97 X48'76 76...___TL~ 63 78 ... 56 115 X80 19_8 _ 108 M -99 87 X48 73 73 73 72 63 - 78 56 X80 102 _ 102 _ 102 99 - 97 . _ 78 L2D X48 69 69 69 69 63 56 NBD 93 - 23 93 - 93 87 78 7311 X48 64 64 64 64 63 56 07 87 87 87 - 87 7a_ 140 - X48 S9 S9 59 59 S9 S6 l&0 81 81 8181 81 78 ISO X48 55 55 55 _ 55 55 55 _.. 1b0 )010,�`?6 • 76 M_ 76 76 - ...X48 � � 76 52 S2 52 S2 52 S2� 730 71 71 71 71 71 71 170 X48 48 48 48 48 48 48 APPENIM PAGE 2 OF 37 Feb M 2015 O C G T"Z Maxkn:aa UpUt t1b.)-Wind 9Cordltion & tlrc s�v warvPe nod Snow load (011)B 0 10 20 30 40 so 'x60 335 -308 - 482 -259 -227. -204 110 X48 -251 -231 -211 -187 -164 -148 780 371^. 340 311 _ -287_ -251_ _ -226 115 X48 278 255 -233 -207...... 181 -163~ XOD -408 374 343 ass -276 -248 120 X48 305 -280 -257 Zffi -199 -179 130 xso -W 147 409 -377 330 -297 X48 360 335 307r 472 -238 414 x80 374 377 182 JA 386 350 140 148 101 -345 361 320 -280 -253 1511 w )030 4551 6091 358 314 -450_ 148 40 343 3791 372 42S -405 _ -241 x80 714 690 635 391 317 166 1150 X45 185 185 -475 325 374 335 170 - )® 775 773 _ 714_.. _ _ _ —_ 6118 •529 X48 529 529 529 176 —425--38i- 25-382Ito X80 595 -546 -500 160 103 Ito X48 111 409 374 332 -291 362 -262 )w �6a4- .601-?" Sob 443 -399 its X48 .' d3S d38-N�-412 368 320 �. 288 .. 120 1(80 685 660 604 355_ 486 438 X48 366 366 452 401 -351 -316 )030 -767 767 -715 658 -S76 130 -SIB X48 522 322 522 -475 316 374 _ 160 )80 831 -831 - -831 -770 674 607 148 368 368 568 556 187 -438 -. 150_ )®0 893_ _ 893.693 488 -778 700 X48. 610... 610 610 610 362 506 X80 956 956 956 1-956 690 401 ISO X48 663 653 683 653 643 679 170 X80 -1018 -1018 -1018 -1018 -1008 908 X491 685 695 695 -M 695 -656 1.1nX80 X799 _-799 -774_... 712 7u 546 ..546 515 350 361 _-406 .. 115 K80 _837 ,837 _ 837 X782 681 X48 � 573 373 573 -565 X394 618 445 _X80 876 876 876 8S4 -748 673 12D X48 599 -599 599 599 540 186 _ 1160 953 953 -95.3 953 684 796 130 X48 651 651 651 651 639 575 140 Jt8030A 7939 3939 3039__-3039 8V X48 -703 -703 703 703 -703 -670 1910 -1105 -1105 -1105 -1105 -1105 -1069 750 X48 -75S -755 -7S5 -755 -7SS -755 ^-XBO -178_2 41822 :-118_2- --1192_ -1.192 -11182 Len XA8'--807 $O7 807 - -ew 407 •- 807 XW -1758 -7258 -1256 -12591 -3758 -1258 170 _ 148 -M 9158 458 858 4859 858 MOnlent ENGINEERING 4 DESIGN MOMent ENGINEERING 4 DESIGN 10530 Wavick/me,Stdrer5-Fa!t6q VA 22040 -Phys 703A,9R•Li50-Whtw MM*kXm 10630Wm®YkAMStdte GS-FairEMVA 220:30 -Ft 703.090.2350 -Were wwwmsq*== 140nallied ��rY4i�M0Ins.-r04- . ® �w.•r+�s�►�rwr•Amann►rw�rw.+��w�wn+ww.•w+•.w..w1+ 'LIQ 043 Lw 4MW V1.e41 J44 WO -1. stn AQ P—Ao0 &.m tm pew 4 eq mionp 4m v*mte'J &4—q gxmoxt km TAE HOOK 3S XDUNMG SYSTEN EVALUATION Oct 7, 2013 • PAGE 3 OF 3 Figure 3:TIIefloall3S-Allowable Ailowablelaad Recartenended load (stress-lieited) (deflection -limited)' ;twu>IlbuopbilelrostDPv obs.) lbs. . UWlft ... 279 .. N/A Downforce ... ...... . 1097 . .... _..... .. ".. _._... 486 .... ..... Lateral 400 201 TUE HOOK SS atOUNfot6 SYSTEM EVALUATION Oct 7, 2013 • PAGE 20F 3 • Install TileHook 3S assembly with suf ident clearance under hook to prevent deflection of assembly into roof tile. • Refer to allowable loading table and load -deflection chart for recommended design values. Note that withdrawal or permanent deformation of hook can otter if recommended values are exceeded. Summary This assessment has provided design validation for tbde-compliant installations of the TileHook 3S mounting system. For the configurations and design loadings noted previously, the attached represent the maximum allowable loads and recommended deflections. For all other configurations, refer to Everest Solar Systems for engineering support This report does not provide analysis of any e)dsting structures, as may be 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 byphoneor email. 1231 Shawn P. Kelley. P.E. P"adpal moment STRUCTURAL ENGINEERING GROUP, LLC. spk llleyamscg 1 con) momentsir w irtmu b3iGINE681NG GROUP, ur- 10530 Warwtdk Ave, Smite CS • Fabius, VA 22030 • PhD= 703.998.23500 Web: wwwaatirltilluvm f f October 7, 2013 e s Everest Solar Systems, LLC Ixloment 3809 Ocean Ranch Blvd, Suite I I I Oceanside, CA 92056 Atm: Andy Nesbat RH: CrmffookPVPau/MoundngS*emEvaLmagon To whom it may concern; i Per your request Moment Structural Engineering Group has performed a comprehensive structural analysis of the Everest Solar TileHook 3S Solar PY Mounting System. When installed per the conditions and design e7ibaria described herein, the VeHook 3S Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Now that this report supersedes any previous analyses of the TileHook 3S system. Design Reference. Documents. o 2010 liViWmial Edition of 7Yde 24, Cal#brnlo Code OfRegulations (2010 CBC) • Based on 2009 internadorml Building Code and 2009 In tern adonaI Residential Cade o ASCE/SE17-05 - Minimum Design Loods far Buildings and OtherStrvctvrefs o AF&PA- NDS 2005 - Nodarml Design Specfficadanfor Wood Construction 0 201OAlumiarmt Design Manual, by the Aluminum Association o Load test data provided by K2 Systems International o Section and materials data provided by K2 Systems International Overview 7Ae Tileliook 35 roof mounting system consists of extruded aluminum supports and bases providing points of attachment for a PV assembly to an erdsting structure. Attachment of the Tilenook 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. Fastener withdrawal forces and/or deflection of the hook assembly limit the allowable loading for the apparatus for all load cases. Refer to the figures In the appendix to this document for.recommended conffguratfons (rased on these parameters. Installation Notes The following guidelines apply to all installations using the TileHook system: t i • TfleHook bases require anchorage with two 5/16' diameter stainless steel lag screws into erdsting framin& Minimum depth of thread embedment is eight times the screw diameter. • Refer to manufacturer guidelines for installation of panel support tails and connective hardware. The use of hot dipped galvanized or stainless steel fasteners is advised. moment sTRUCI URAL DIGINEEIRING GROUP, UX_ 10530 WarwbckAve, Salta CS • Fabilan, VA 220300 Phone: 703498.23 SO& Web: www=tsegtlunm Figure 1 TlleHoak 35: toad -Deflection Diagram UOgM=1III leuOmppe 10; OwWwwwoo in MMr w Alciii-n 3 suogeayllra0 augu0ln a4l aas ;twu>IlbuopbilelrostDPv 7p' .' S13NVd UNV S31MOYY 3lV11QA010Hd 31VId-1Vlj RIM3Sn HOA -- rce 600 SEIM ION11080 aNV'S301A3a NOLM313iIJNIdWV]o , —uplift pl"ift 500 , 'S301A3a JNuNn0W 'SW313AS Uterai ONLLNnOW NOd N0I1V01193/WI d0 3N111m P,OLZ in 0 Recommwoded values 600 300 ,OX04.400 sup Uo pa w (S)PI18pue3s -a tRVA a0 mp10006 IO In Aq PapeB.q-ALq uaaq a -H 200 100 Bulpuog x4 sLR31 OB Iteasojo 6u111n aia4SAS IIHMO.13 4S9"A3 :salnPoW Otei[OAMOtld 4ivA ow 10; Buqurtoyy-- lsn BtnDI+oB -0.50 -0AO .0.30 .0.20 -0.10 0.00 D.10 0.20 0.30 0.69 0.50 P1118911.4 RI 10; S8P ilerssolt 'o OUIR UbMAS llelssor .tf10J S OaReletlo0tlnl 3se1aA3 :SalnpoW 0!EWA0104d t{lwl Om J01 Bug►moW —lSn iso S13NVd aNV S31naoW 3IV11QA010Hd Hi M 3sn 8oA som aNnm m aw S3 ma shlimm ios%dwim Alaliueseldal �� % a00 'S3avua JA umoYv'SY1f31SAs eNuNnow mamp—olsisiatl -aoo a �yy�� y� �®�� QR:`�UB900 �g JL ��Yp9�W�VpY�3 PNB T—"O — `00 )6M til ars SULMS (S JBIPS MJ"3 _w persw 801OS 3 -1,11—PH lmda2i Calculation of dedp loads to 7ilellook 3S should be based upon equations and factors of the 2010 CBC and ASCE 745. LL All mmble loading to bracket governed by fastener withdrawal, Recommended loading based m W downward deflection bZLL9I`3-V"Z-Sl,OZ AWAITINGPOil1Y80 ofhook Pto(eR.designertodetermineffsnrcond-rtfenspermictheumeofaltemadwdeandoniimtm Ancbarage caku)atiam are based on S/ib" diameter stahiless steel lag screws with 80 minimum thread embedment Into eld9ft 3 N 1v► t l d W Q O 3 t K Q I 11 b 3 Q Douglas Fir roof framing (SCr-050). Allowable uplift loads on tuteners include a"dumdola factor of lb loads load combinationsIneluoRls wind effects, moment srnumitAL emillimmG GROUP, u.C. 10530 Warwick Ave, Salle CS • FablM VA 22030 • Phone: 703.998.2350• Web: wwwmsegUcoom TUE HOOK SS atOUNfot6 SYSTEM EVALUATION Oct 7, 2013 • PAGE 20F 3 • Install TileHook 3S assembly with suf ident clearance under hook to prevent deflection of assembly into roof tile. • Refer to allowable loading table and load -deflection chart for recommended design values. Note that withdrawal or permanent deformation of hook can otter if recommended values are exceeded. Summary This assessment has provided design validation for tbde-compliant installations of the TileHook 3S mounting system. For the configurations and design loadings noted previously, the attached represent the maximum allowable loads and recommended deflections. For all other configurations, refer to Everest Solar Systems for engineering support This report does not provide analysis of any e)dsting structures, as may be 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 byphoneor email. 1231 Shawn P. Kelley. P.E. P"adpal moment STRUCTURAL ENGINEERING GROUP, LLC. spk llleyamscg 1 con) momentsir w irtmu b3iGINE681NG GROUP, ur- 10530 Warwtdk Ave, Smite CS • Fabius, VA 22030 • PhD= 703.998.23500 Web: wwwaatirltilluvm f f October 7, 2013 e s Everest Solar Systems, LLC Ixloment 3809 Ocean Ranch Blvd, Suite I I I Oceanside, CA 92056 Atm: Andy Nesbat RH: CrmffookPVPau/MoundngS*emEvaLmagon To whom it may concern; i Per your request Moment Structural Engineering Group has performed a comprehensive structural analysis of the Everest Solar TileHook 3S Solar PY Mounting System. When installed per the conditions and design e7ibaria described herein, the VeHook 3S Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Now that this report supersedes any previous analyses of the TileHook 3S system. Design Reference. Documents. o 2010 liViWmial Edition of 7Yde 24, Cal#brnlo Code OfRegulations (2010 CBC) • Based on 2009 internadorml Building Code and 2009 In tern adonaI Residential Cade o ASCE/SE17-05 - Minimum Design Loods far Buildings and OtherStrvctvrefs o AF&PA- NDS 2005 - Nodarml Design Specfficadanfor Wood Construction 0 201OAlumiarmt Design Manual, by the Aluminum Association o Load test data provided by K2 Systems International o Section and materials data provided by K2 Systems International Overview 7Ae Tileliook 35 roof mounting system consists of extruded aluminum supports and bases providing points of attachment for a PV assembly to an erdsting structure. Attachment of the Tilenook 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. Fastener withdrawal forces and/or deflection of the hook assembly limit the allowable loading for the apparatus for all load cases. Refer to the figures In the appendix to this document for.recommended conffguratfons (rased on these parameters. Installation Notes The following guidelines apply to all installations using the TileHook system: t i • TfleHook bases require anchorage with two 5/16' diameter stainless steel lag screws into erdsting framin& Minimum depth of thread embedment is eight times the screw diameter. • Refer to manufacturer guidelines for installation of panel support tails and connective hardware. The use of hot dipped galvanized or stainless steel fasteners is advised. moment sTRUCI URAL DIGINEEIRING GROUP, UX_ 10530 WarwbckAve, Salta CS • Fabilan, VA 220300 Phone: 703498.23 SO& Web: www=tsegtlunm u��trcv COMMUNITY DEVELOPMENT DEPAIM 78-495 CALLE TAMPICO w� LA QUINTA, CALIFORNIA 9253 (760)'-777-7125 FAX (760) 77 ,-7011 CRT7 OF LA AUIRTA RESIDENTIAL PLAN CHECK CORRECTION LIST MUt41V ®,,gF'1'0Ptd1ENT DATE: NOVEMBER20, 2015, STATUS: FIRSTREVIEWj PLAN CHECKED BY: Ad ORTEGA TELEPHONKWUMBER:'_(760)777-7018 ADDRESS: 77-260 CALLE C14ILLON DESCRIPTION: PV SOLAR SYSTEM APPLICANT: ECO FRIENDLY REMODEL PLAN CHECK #: BSOL2015-0224 This submittal has been checked for compliance with the 2013 California Building Codes and the City of La Quints Municipal Code. APPLICANT: The following items are being returned to you for correction: I- SOLAR (REDLINED) PLAN 2- UNMARKED PLAN SET 2- STRUCTURAL CALCULATIONS I- CORRECTION. LIST BUILDING DEPARTMENT STAFF: . DO NOT accept any resubmittal unless ALL of the following items are included: 1- SOLAR (REDLINED) PLAN 1- CORRECTION LIST w/responses 2- REVISED PLAN SETS 2- STRUCTURAL CALCULATIONS I- ASSESSORS SITE/FLOOR PLAN INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages,'noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shalt be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the*preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses; and all documents listed above with your resubmittal. Residential Plan Check Correction List (SOLAR) Page 1 of 3 SECTION A - GENERAL ,?,"*Provide the Assessor's Parcel Number (APN) and a Complete Legal Description on the first sheet of Plans. 4provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and ofessions Code'5536. Resubmittals will not be accepted with signatures missing. All construction shall comply with the 2013 California Building, Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code. Remove notes referencing other Codes. SECTION B — SOLAR I. G eral R oncile noted information shown on single line diagram. See 1" review redlined plan. Please provide a esponse for each item, either on returned redlined plan or in letter. Provide on Site Plan the location and ampacity of Proposed Equipment. (CRC §R107.2) Location of combiner box not shown on plan, and cut -sheet not provided to determine installation requirements. Note on Plans: "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)) II. Circuit Requirements 1) Circuit conductors shall be sized to carry the large of 125% of the maximum currents calculated in 690.8(A) without any additional correction factors for conditions of use or 100% of the maximum current after conditions of use have been applied. (CEC §690.8(B)(1)) See redlined sheet PG6. III. Disconnecting Means . 1) No Corrections Apply. IV. Wiring Methods J 1) All raceway and cable wiring methods included in the California Electrical Code and other wiring systems and fittings specifically intended and identified for use on photovoltaic arrays shall be permitted. Provide a conductor sizing table, including conduit sizing, to justify the proposed installation. (CEC §690.31, Chapter 3) Conflicting information shown on plan, 75 Degree Conductor shown and 90 Degree Conductor noted, reconcile information throughout plans. 2) Conduits exposed to sunlight on rooftops, where conductors or cables are installed, the adjustments shown in Table 310.15(B)(2)(c) shall be added to the outdoor temperature to determine the applicable ambient temperature for application of the correction factors in Table 310.16. (CEC §310.15(B)(2)(c)) Adjust conductor sizes for location, ambient temperatures of maximum 1220E -range, see redlined sheet PG6. Residential Plan Check Correction List (SOLAR) Page 2 of 3 '.a City of La Quinta V. Grounding 1) Specify equipment grounding in compliance with Enphase Manufacturer requirements and include additional information from the manufacturer on plans. Clearly demonstrate or provide manufacturer information within the plan set. VI. Marking, Connection to Other Sources, Storage Batteries and Systems Over 600 Volts �) Provide schedule with the location of all required markings and labels for the proposed photovoltaic system. (CEC §690) Please update signage sheet per 2013 California Electrical Code requirements, see redlined sheet PG5. 2) PV power source conductors installed within exposed raceways, cable trays, and other wiring methods, covers or enclosures of pull boxes and junction boxes; and conduit bodies in which any of the available conduit openings are used, shall be marked with the following wording "Photovoltaic Power Source" by means of permanently affixed labels spaced not more than ten (10) feet between labels. (CEC §690.31(D)(3)) 3) Where distribution equipment including switchboards and panelboafds are fed simultaneously by a primary source of electricity and one or more utility -interactive invefts, and where this distribution equipment is capable of supplying multiple branch circuits or feeders or both, the interconnection provisions of CEC Section 705.12(D)(1) through (D)(7) shall apply. Verify the proposed "combiner" box is listed for the specific use or if a typical panelboard will be used to combine the PV strings, and adjust the bus sizing per 705.12 if necessary. SECTION C - FIRE 1) Marking is required on interior and exterior direct-current (DC) conduit, enclosures, raceways, cable assemblies, junction boxes, combiner boxes and disconnects. Demonstrate compliance with the following information on plan: a) Materials used for marking shall be reflective, weather resistant and suitable for the environment, be of all capitalized letters with a minimum height of 3/8 inch (9.5 mm) white on red background. b) Marking shall contain the words "WARNING: PHOTOVOLTAIC POWER SOURCE." c) Conduits shall be specifically marked every. 10 feet (3048 mm), within 1 foot (305 mm) of turns or bends and within 1 foot (305 mm) above and below penetrations of roof/ceiling assemblies, walls or barriers. SECTION D - STRUCTURAL 1) No Corrections Apply. SECTION E - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 3 of 3 December 18th 2015 - Response to plan check Plan check # BSOL2015-0224 Applicant: Eco Friendly Remodeling Change of contractor - Moshe Yacoby Electrical Contractor (NEW) Applicant phone #: 818.251.0752 Project Scope: Photovoltaic Panel Installation Project address: 77-260 Calle Chillon Project homeowner. Kathryn Hull Plan check by: La Quinta Building and Safety Division Numbers correspond with, marking ordering of correction list, Plan Correction Comments: Page 1• 1. Provided location of combiner box. 2. APN was already included of first set of plans 3. Provide Note "photovoltaic system ............ Page 3• 1. Provided cut sheet for combiner box and ac disconnect. 2. Provided NOTE "sub -panels are required ............. 3. Corrected wire sizing (10 AWG THWN-2_ , Page 4• 1. Removed all NEC codes only applied CEC codes and La Quinta Municipal Code, Page S. 1. Removed Plaques that did not apply. 2. Applied all plaques that are required. f t , Applicant: Eco Friendly Remodeling Change of contractor - Moshe Yacoby Electrical Contractor (NEW) Applicant phone #: 818.251.0752 Project Scope: Photovoltaic Panel Installation Project address: 77-260 Calle Chillon Project homeowner. Kathryn Hull Plan check by: La Quinta Building and Safety Division Numbers correspond with, marking ordering of correction list, Plan Correction Comments: Page 1• 1. Provided location of combiner box. 2. APN was already included of first set of plans 3. Provide Note "photovoltaic system ............ Page 3• 1. Provided cut sheet for combiner box and ac disconnect. 2. Provided NOTE "sub -panels are required ............. 3. Corrected wire sizing (10 AWG THWN-2_ , Page 4• 1. Removed all NEC codes only applied CEC codes and La Quinta Municipal Code, Page S. 1. Removed Plaques that did not apply. 2. Applied all plaques that are required. f t Pie 6. 1. Provided correct roof temperature and calculation. T44f 4 4 a" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 RESIDENTIAL PLAN CHECK CORRECTION LIST (SOLAR) ATE: DECEMBER 21,201 STATUS: SECOND_REVIEW LAN CHECKED BY: AJ ORTEGA TELEPHONE NUMBER:7( 60) 777-701V ADDRESS: 77-260 CALLE CHILLON DESCRIPTION: PV SOLAR SYSTEM APPLICANT: ECO FRIENDLY REMODEL PLAN CHECK #: BSOL2015-0224 This submittal has been checked for compliance with the 2013 California Building Code, and the City of La Quinta Municipal Code. `a• I ' `"�' APPLICANT: BUILDING DEPARTMENT STAFF: The following items are being returned to you for DO NOT accept any resubmittal unless ALL of the correction: following items are included: 2- SOLAR (REDLINED) PLAN 2- SOLAR (REDLINED) PLAN 2- UNMARKED PLAN SET 1- CORRECTION LIST w/responses 2- STRUCTURAL CALCULATIONS 2- REVISED PLAN SETS 1- CORRECTION LIST ? • ' ; 3 2�; STRUCTUR$ , j gALCULATIO)IS . "w ... r.: �,i v x ,, -, ... 1-•A bRS'SITE/FLOOR PLAN INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each ooniment.on the fol lowing- pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and, Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) . Return this list, your written responses, and all documents listed above with your resubmittal. Residential Plan Check Correction List (SOLAR) Page 1 of 3 SECTION A - GENERAL 1) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code'5536. Resubmittals will not be accepted with signatures missing. SECTION B — SOLAR I. General Reconcile noted information shown on single line diagram. SeeT' review redlined plan. Please provide a /// response for each item, either on returned redlined plan or in letter. See 2"d review. redlined plans. Provide on Site Plan the location and ampacity of Proposed Equipment. (CRC §R107.2) Location of combiner x not shown on plan, and cut -sheet not provided to determine installation requirements. Cut -sheet not "--rovi defor proposed and box (AC Load Center??), unable to determine compliance. H. Circuit Requirements Circuit conductors shall be sized to carry the large of 125% of the maximum currents calculated in 690.8(A) without any additional correction factors for conditions of use or 100% of the maximum current after . conditions of use have been applied. (CEC §690.8(B)(1)) See redlined sheet PG6. Revisions made to calculations are not clear, please see 2nd review redlined plan, breakdown each conductor for area of use; Inverter to Combiner (Roof Top); Combiner to Service Panel (Ambient Temperature is up to 122-F).__) (VLID Ar c III. Disconnecting Means 1) No Corrections Apply. 7IV. 'King Methods Conduits exposed to sunlight on rooftops, where conductors or cables are installed, the adjustments shown in Table 310.15(B)(2)(c) shall be added to the outdoor temperature to determine the applicable ambient temperature for application of the correction factors in Table 310.16. (CEC §310.15(B)(2)(c)) Adjust conductor sizes for location ambient temperatures of maximum 122Y range, see redlined sheet PG6. Calculations revised per 1" review comments, but final calculation for derating was calculated at 1.00,. please provide justification for not derating the conductor or revise per review comments (.82 in shaded areas and .41 for roof top conductors in conduit). V. G unding Specify equipment grounding in compliance with Enphase Manufacturer requirements and include additional information from the manufacturer on plans. Clearly demonstrate or provide manufacturer information within the plan set. No response provided to comment, and no revise noticed in 2nd review. VI. Ma king, Connection to Other Sources, Storage Batteries and Systems Over 600 Volts Where distribution equipment including switchboards and panelboards are. fed simultaneously by a primary source of electricity and one or more utility -interactive inverts, and where this distribution equipment is capable of supplying multiple branch circuits or feeders or both, the interconnection provisions of CEC Residential Plan Check Correction List (SOLAR) Page 2 of 3 City of La Quinta Section 705.12(D)(1) through (D)(7) shall apply. Verify the proposed "combiner" box is listed for the specific use or if a typical panelboard will be used to combine the PV strings; and adjust the bus sizing per 705.12 if necessary. See previous comment, cut -sheets. for proposed equipment not provided, unable to determine compliance. SECTION C - FIRE 1) No comments apply. SECTION D - STRUCTURAL 1) No Corrections Apply. SECTION E - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While*not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 3 of 3 January 51h2016 Response to plan check _Plan check # BSOL2015-0224 Applicant: Eco Friendly Remodeling Change of contractor - Moshe Yacoby Electrical Contractor (NEW) Applicant phone #: 818.251.0752 Project Scope: Photovoltaic Panel Installation Project address: 77-260 Calle Chillon Project homeowner: Kathryn Hull Plan check by: La Quinta Building and Safety Division Numbers correspond with marking ordering of correction list Plan Correction Comments: Page 6. 1. Provided correct wire calculation for derating of conductor. RECEIVE® JAN 0 D 2016 CITY OF to OUINTA COMMUNITY DEVELOPMENT 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 FOR SOLAR. PANEL ADDITION AT THE HULL RESIDENCE 77260 Calle Chillon Le Quinta, CA,92253-3630 CITY TF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE 11111 SOUTHERN CALIFORNIA HOME IMPROVEMENT CTR 14601 Anninta St n Panorama City, CA, 91402-5901 RECEIVED DESIGN BASED IN ACCORDANCE WITH: JAN .0 5 2016 C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS CITY of►`ou M ENt COMMUNTv 11/6/20151:33 PM \\pe-flle\pooi\Projeds Solar\2015\2218-15 Residerrtlat\15-2218 SOLAR PANEL C4LC5 C GTGA' l �r3or2ot7�_ crv�V �.� OF CAS\i I Page 1 of 13 ®Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. engineering Location: La Quints, CA,92253-3630 inc. Job# 15-2298 TABLE OF CONTENTS: General Notes By. M.Thompson Date: 11/6/2015 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design s 12 Summary 13 11/6/20151:33 PM Page 3 of 13 \\pe-fiie\pool\Projects Solar\2015\2218-15 Residentiai\15.2218 SOLAR PANEL CALLS @Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. engineering Location: La Quinta, CA,92253-3630 inc. Jot# 15-2218 GENERAL NOTES: By: M.Tt=Vsm Date: 11/812015 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 STRUCTURALCALCULAT40NS 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 10B SITE. S) 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 WORLD 11/6/20151:33 PM Page 5 of 13 \\pe-file\pool\Projects Solar\2015\2218-15 Residential\15-2218 SOLAR PANEL CALLS @Pool Engineering, Inc. 2015 pool FOOL ENGINEERING INC. engineering Location: La Quinta, CA,92253-3630 inc. Job# 15-2218 PROJECT DATA: Proiect Location: Existing Residence: Site PloDewtles: 77260 Calle Chilton La Quinta, CA,92253-3630 Roof Area: 3800 fN Upper Floor Area: 1300 ft= Lower Floor Area., WA Number of Stories: 2 Latitude: 33.656 Longitude: -116.32 SS = 1.5 (g) 0.2s Spectral Response Acceleration SI = 0.6 (g)1:Os 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 114-2) By: M.Thompson Date: 11/8/2015 SDs = 1.0000 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Egn.1L4-3) SDI = 0.6000 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Egn.1L4-4) Wind Speed= 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: SOLAR WORLD Model: SW-28OMono Weight: 2.69 p.s.f. (including mounting system) Installed Area: 379.98 ft2 Design Criteria: C.B.C. 2013 ASCE 7-10 Design Methodology: Per the exception in Section 3403.4 of the C.&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. 11/6/20151.33 PM Page 7 of 13 \\pe•fife\pooi\ProJectsSolar\20=218-15 ResidentiaM5-2218SOlAR PANEL CALCS ®Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. By: M.Titompson engineering Location: La Quinta, CA,92253-3630 Date: 11/8/2015 Inc. Job# 15-2218 GRAVITY LOADS: Roof Dead load (Existin 14.0.p.s.f. Tile 1.5 p.s.f. 1/2" Ply. Sheathing 2.5 p.s.f. 2x10 Rafters @ 16"o.c 5.5 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.4 ps.f. Misc. 25 P.O. Existing Roof Dead Load Ical Floor Dead Load (ExistimE - 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) 3:5 ps.f. -5/8" Gyp. Board & Ceiling framing 1.3 ps.f. Misc. 36 p.s.f. Existing Floor Dead Load - Roof Live load (Existina)• 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 ps.f.. SOLAR WORLD SW 28.0Mo.no solar panels an.d.mounting system 25 p.s.f. Existing Roof Dead Load 27.7 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 oadsTotal Existing Roof Load = (DLroof+LLroof) Arearoof = 171000 lb. Total Proposed Roof Load = (DLpropmed +LLprp .. d) Areaa,o„w + (DLronf + LLroof.) (Area,,,f- Area,,d) = 164439 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 3.99'.6 Results: NET DECREASE IN GRAvrry LOADS —> OK 11/6/20151:33 PM Page 9 of 13 \\pe•file\pool\ProJects Solar\2015\2218-15 Res1dential\15-2218 SOLAR PANEL CALFS @Pool Engineering, Inc 2015 POOL ENGINEERING INC. engineering Location: La Quinta, CA,92253-3630 Inc.. Job# 15-2218 LATERAL LOADS (Seismic): Seismic Desmon Paramefierr. IB = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor V- 1 Redundancy Factor SDs = 1.000 Short Period Design Spectral Acceleration Parameter (ASCE 7-50, Eqn. 11.4-3) SD3 = 0.600 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Site Cass: 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 11.6-21 Base Shear Governinir Equations: T= Ct (hn)x Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where: Ct = 0.02 x= 0.75 hn = 32 (ft.) Height to Highest Level T= 0.269 (s) TL = 8.00 (s) Long -Period Transition Period (ASCE 7-10, Fig.22-16) Cs= (SDs )e)/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = /0.154 C.. = (SDS iey/(T R) Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) OS72 (Cs mini = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs .02 = 0.0441 SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.026 (Cs .03 = (0.5 Si )e)/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) P 0 See next sheet for Lateral Load Distribution Tables By: M.Thompson Date: 11/6/2015 11/6/201S 1:33 PM Page 10 of 13 \\pe-f11e\poo1\Prolects Solar\2015\Z218-15 Residentlag1S2218 SOLAR PANEL CALCS ®Pool Engineering, Inc 2015 pool POOL ENGINEERING INC. By: M.Thompson engineering Location: La Quinta, CA,92253-3630 Date: 11/6/2015 Inc. Job# 15-2218 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story HeightStory (ft) hx (ft) Area ry A Story Seismic Mass (psf) Wx (k) k Wx hx Wx hxk FI (K) Vi (K) k jWi hi Roof 16 25 3800.0 25.0 95 2375 0.85 18.53 18.53 Upper 9 9 1300.0 36.0 46.8 I 421.2 0.15 3.29 21.82 Lower 0 0 N/A N/A N/A 1 0 0.00 0.00 0.00 Existing Base Shear - 21.82 PROPOSED STRUCTURE Story Height Story Story Seismic Panel Area Panel k Wx h.k Level (ft) hx (ft) Mau (psf) W) Seismic W. (k) Wx hx k Fi (K) Vi (K) (re, Mass (psf) W h Roof 16 25 3800.0 25.0 379.0 2.7 96.0 2,400.47 0.85 18.69 18.69 Upper 9 9 1300.0 36.0 N/A N/A 46.8 421.2 0.15 3.28 21.97 Lower 1 0 0 N/A I N/A I N/A N/A N/A 1 0 1 0.00 0.00 1 0.00 Proposed Base Shear - 21.97 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear)x100 = 2% , 1 Results: INCREASE LESS THAN 10% ==> OK 11/6/20151:33 PM Page 11 of 13 \\Pe-file\pooA?mlects Sotar\2015\2218-15 Residential\15.2218 SOLAR PANEL CALLS ®Pool Engineering, Inc. 2015 pool POOL ENGINEERING INC. By. M.Thompson ®ngineering Location: La Quinta, CA,92253-3630 Date: 11/6/2015 Job# 15-2218 WIND UPLIFT ANCHOR DESIGN: Simplified procedure for Components and Cladding: (Sec. 30.5. ASCE 7-101 V = 110 mph (basic wind speed) Exp. Cat. = C exposure category (Section 26.7, ASCE 7-30) A = 1-45 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 6 = 22.7 deg Area - 379 sq.ft. pn,.W = 31.9 p.s f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 p„.t = AKnPntM = (L45)(1)(31.9 p.s.f.) = 46.255 P.O. (p„O, = 46.3 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 AMb = 16.5 sq.ft. D= 2.7 p.s.f. W= 46.3 p.s.f. P,,B= F5•Aujb'(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 s4.ft.)((0.6)(2.7 p.s f.)-(0.6)(46.3p.s.f.)) = 431.41b. (withdrawal force applied to each lag screw) Dlki 5/16 in. (lag screw diameter) DP,,, = 2.50 in. (lag screw penetration into existing framing member) W = 266 Ib./in. (lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) Co = 1.6 (load duration factor, 2012 NDS) Ct = 0.7 W'= Co°Ci' W = (1.6)(0.7)(266 lb./in.) = 297.92 lb./in. (adjusted withdrawal value) Pau. = Dw* W' = (2.5 in.)(297.92 lb./in) = 744.8 lb. Itmar. DEMAND = 431A lbs. < CAPACITY = 744.8 lbs. => OK 11/6/20151:33 PM Page 12 of 13 \\Pe-file\pool\Projects Solar\2015\2218-15 Residential\15-2218 SOLAR PANEL CALCS ®Pool Engineering, inc 2015 pool POOL ENGINEERING INC. By- M.Thompson engineering Location: La Quinta, CA,92253-3630 Date: 11/6/2015 Job# 15-2218 SUMMARY: r GRAVITY MOS: DECREASED BY -3.999'* ==> OK LATERAL LOADS: INCREASED BY 0.72% < 1090 ==> OK . WIND UPLIFT: DEMAND = 431.41bs. < CAPACITY = 744.81bs. =--> OK USE 5/16in. DIAMETER LAG SCREWS @ 721n. O.C. W/ 2.51n. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 11/6/2015 1:33 PM Page 13 of 13 \\pe•file\pool\Projects Solar\2015\2218-15 Resldentia1\15-2218 SOLAR PANEL CALCS ®Pool Engineering, lnc 2015