Loading...
BSOL2016-004978-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T,ihr 444ur«rw COMMUNITY DEVELOPMENT DEPARTMENT BUI Application Number: BSOL2016-0049 Property Address: 50800 GRAND TRAVERSE AVE AVE APN: 770320060 Application Description: NELSON/8.4 kW PV SYSTEM - (30) PANELS/ Property Zoning: Application Valuation: $32,000.00 Applicant: PETERSEN-DEAN INC DBA PETERSENDEAN 1820 CONTAINER CIR RIVERSIDE, CA 92509 PERMIT =� l 6s IN.V+100A SLIBO1 �t C0'VT6! : �'��FCAQV1-N rY 1EVE40P'1T& i DEPARTMh-NT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licen under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of Bu ness and Professions Code, and my License is in full force and effect. License Class: C39 B C46 C36 C20Cl C43 U ense No.: 468117 ::Z`7 Z �.� �' Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is riot 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 1 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. Q. - Lender's Lender's 11111111111111111111 03 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/26/2016 T NELSON GRAND TRAVERSE AVE NTA, CA 92253 Contractor: PETERSEN-DEAN INC DBA PETERSENDEAN 1820 CONTAINER CIR RIVERSIDE, CA 92509 (760)408-2104 Llc. No.: 468117 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: _ Polity 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, andagree that, if I d become subject to the workers' compensation provisions of Se f t Labor Code, l shall forthwith comply with those provisions. (late: 2' Z L 4 Applican . 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 appiIcation 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 infor tion is correct. I agree to comply with all city and county ordinances and state law el ing to building construction, and hereby authorize representatives of atyter ponthe above-mentioned property for -inspection purposes. i' Z (i ' 14 Signature (Applicant or Agent): FINANCIAL INFORMATION DESCRIPTION ACCOUNTEO AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 $2.00 $2.00 2/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY PD SOLAR CHECK MR269 3825 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00. $2.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 2/26/16 PAID -BY METHOD RECEIPT# CHECK•# CLTD BY . PD SOLAR CHECK MR269 3825 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 2/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY PD SOLAR CHECK MR269 3825 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $24.17 $24.17 2/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD, BY PD SOLAR CHECK MR269 3825 MFA DESCRIPTION ACCOUNT QTY AMOUNT ' PAID PAID DATE PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $24.17 $24.17 2/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY PD SOLAR CHECK MR269 3825 MFA Total Paid for ELECTRICAL: $96.68 $96.68 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 2/26/16 PAID BY METHOD RECEIPT # CHECK # - CLTD BY PD SOLAR CHECK MR269 3825 MFA Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS:•0 •• Description: NELSON/8.4 kW PV SYSTEM - (30) PANELS/ (30) MICRINV+100A SUB Type: SOLAR Subtype: Status: ISSUED Applied: 2/18/2016 MFA Approved: 2/25/2016 JFU Parcel No: 770320060 Site Address: 50800 GRAND TRAVERSE AVE AVE LA QUINTA,CA 92253 Subdivision: TR 25389-3 Block: Lot: 60 Issued: 2/26/2016 MFA Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $32,000.00 Occupancy Type: Construction Type: Expired: 8/24/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 CHRONOLOGY TYPE STAFF NAME Details: 8.4 kW SOLAR ARRAY - (30) 280W SOLARWORLD 280 MONO BLACK PANELS W/ (30) ENPHASE M250-60-2LL-S2X MICROINVERTERS + 100A LOAD CENTER [540SF] 2013 CALIFORNIA ELECTRICAL CODE. 7 —' 1 „_} Applied to Approved:. Approved to Issued Printed: Friday, February 26, 2016 3:36:17 PM 1 of 2 CR SYSTEh1S ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION.DATE COMPLETION DATE NOTES TELEPHONE CALL JAKE FUSON. 2/25/2016 2/25/2016 NOTIFIED ANDY LESHER (760-408-2104) THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT. PETERSEN-DEAN INC DBA PETERSENDEAN 1820 CONTAINER CIR RIVERSIDE CA 92509 (422)300-2040 CONTRACTOR PETERSEN-DEAN INC DBA PETERSENDEAN 1820 CONTAINER CIR RIVERSIDE CA 92509 (422)300-2040 OWNER ROBERT NELSON ' 50800 GRAND TRAVERSE AVE LA QUINTA CA 92253 (422)300-2040 Printed: Friday, February 26, 2016 3:36:17 PM 1 of 2 CR SYSTEh1S DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CL BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 2/26/16 MR269 3825 CHECK PD SOLAR MFA Total Paid for BUILDING STANDARDS ADMINISTRATION $2,00 $2.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 2/26/16 MR269 3825 CHECK PD SOLAR MFA . FIRST 20 PV SYSTEM -ARRAY, 101-0000-42600 0 $24.17 $24.17 2/26/16 MR269 3825 CHECK PD SOLAR MFA FIRST 20 PC PV SYSTEM -MISC 101-0000-42403 0 $24.17 $24.17 2/26/16 MR269 3825 CHECK PD SOLAR MFA EQUIPMENT, PV SYSTEM - MISC 101-0000-42600T-of $24.17 $24.17 2/26/16 MR269 3825 CHECK PD SOLAR MFA EQUIPMENT PC Total Paid for ELECTRICAL: $96.68 $96.68 PERMIT ISSUANCE 101-0000-42404 1 0 $91.85 $91.85 2/26%16 MR269 3825 CHECK PD SOLAR MFA Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS -•0 •0 .53 INSPECTIONS BOND INFORMATION Printed: Friday, February 26, 2016 3:36:17 PM 2 of 2. C SYST[MS Bin # City of La Q.uinta �' Building 8t Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: SQ O co -r—'+'Jh'' g* J G RS C 4J wner's Name: A. P. Number: Address: s'd $db �tRa T(ZpJ� PiF /�✓!~ Legal Description: City, ST, Zip:`, q T Z L S 3 rl 6iv � ry rW C C ntra ct r. 2 Telephone: Zo -4 O Address: (8 Project Description: irS zc*F r4 uorr Pit sy e. Tee% City, ST, Zip: Ir•IVexs-ce. CA 42S09 .'-i kW• 3o Me LA ts MI&so s+k� Telephone: . cl1 � , 1 ? � O 2 o y' G ov 'or Lo art . State Lic. # : City Lic. #; Arch., Engr., Designer: Address: City, ST, Zip: Telephone: e one• ..................................... ........ ...... Construction Type: Occupancy: s YP ane Y State Lic. #: Demo Pro'type Pe �citcle one): New Add'n Alter Re air P Name of Contact Person: LC S tyt Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: j& O - Lj D r• Z1 O4 Estimated Value of Project- 3E t?eno' APPLICANT: DO NOT WRITE BELOW THIS LINE If Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for c Q SS{/C Z 25 Plan Check Deposit Truss Cates. Called Contact Person 2 ZJ Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for correctionslissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"' Review, ready for correctionstissuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees VINCI & ASSOCIATES 61ruclu.,ral Cnyjaeers STRUCTURAL CALCULATIONS FOR PHOTOVOLTAIC ;ARRAY Nelson Residence 50800 Grandrla .-r e Ave. T : La Quintei 7 , C 99 253 E \*V j V I I /*// CLI EN�T. VetersenDean J08 NO: '09-345,7 175 E. WILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 p 066496.2160 * f 805.496.2442 a Olar@VinciSE.com DATE: 2/15/2016. VINCI 8a. A S. S O C I A T E S SHEET: 1 PROJECT: Nelson Residence islruckml 6hi irieers JOB NO.: 09-3457 50800 Grand Traverse Ave 175 E. WILBUR ROAD, STE 103 •THOUSAND OAKS, CA 91360 ENGR.: JRV La QUinta, CA .92253 p805.496.2100 • f 805.496.2442 ir esolar@Vinc!SE.com CLIENT: PetersenDean DESIGN DATA: ROOF DESIGN LOAD: ROOFING ( Concrete Tile) 12 psf SHEATHING = 2 ROOF RAFTERS / TRUSS = 2 MISCELLANEOUS = 1 ROOF RAFTER/TRUSS DESIGN DEAD LOAD = 17.0 psf CEILING & INSULATION = 3.25 MISCELLANEOUS = 1:25 DESIGN DEAD LOAD = 21.6 psf 'DESIGN LIVE LOAD = 20 psf DESIGN SNOW LOAD = 0 pe WIND DESIGN CRITERIA: BASIC WIND SPEED = 110. mph WIND EXPOSURE C NUMBER OF STORIES = 2 SOLAR MODULE Solar Module Width: _ Solar Module Length: Solar Module Area = Solar Module Dead Load = Number of PV Modules Number of PV Mounts to Roof = Maximum Spacing of Mounts = Tributary Area to Mounts 18.05 ft2 x ( 30 / 66 ) _ (6 ft oc x 65:94 in / 12"/ft) Solar Module Vertical Support Point Load: 16.49 ft2 x 2.59 psf = TOTAL AREA OF ADDED SOLAR PANELS ( 3.28 ft x 5.50 ft ) X ( 30 Modules ) 39.41 in 65.94 in 18.05 ft2 2.59 psf 30 66 6 ft o.c. 8.20 ft2 (Average) 16.49 ft2 (Worst Case) 42.7 lbs 541.4 ft2 DATE: 2/15/2016 VINCI & ASSOCIATES PROJECT: Nelson Residence 6h-uclural Cngineers 50800 Grand Traverse Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 La Quinta, CA 92253 p805.496.2100 r (805:496.2442 . e'ssolar@VinciSE.com CLIENT: PetersenDeart DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT 9/0'16 n 514 IEa MAD WLT rm"b PLANS[ UNIRAG "P GL Nn -WIT 4 PI-AH&L N L'NIRAG NAK SOLAR PAN:I. SUPPORT RAIL UNIRAG GON'.RC1'L'� l f� L66-1 rulm \ 5•I ILC \ - NIV . A"55 LAS 801.1 INTO" 2 I/2' HN 7i .1-1 TION W ROOP OPALAW. 171'. ZONE 3 UPLIFT = 31.6,psf -2...59 psf Design Force = ( Uplift x (0.6)) - 2.59 psf Net Uplift = 19.0 psf 2.20 Connections per Module (MIN) 30 Modules, 66 Connections Max Trib Area = 16.49 ft2 UPLIFT / CONN. = 16.5 ft2 x 19.0 psf = 312.7 lbs/conn PER 2012 NDS (TABLE 11.2A) PALLOW = 258 lbs/in x CD x Ct for (1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST PALLOW = 2.0W' x 412.8 Win 825:6 lbs > 313 lbs Therefore O.K. FACTOR OF SAFETY: F.O.S. = 2.64 > 1.5 'Therefore O.K. SHEET: 2 JOB NO.: 09-3457 ENGR.: JRV REFER TO NEXT SHEET FOR 1 I:x�WILL' 11001; H+ 9 -6UPLIFT FORCE CALCULATIONS -% I nlswxb ZONE 1 UPLIFT = 27.0 psf - 2.59 psf _ Design .Force = ( Uplift x (0.6)) - 2.59 psf Net Uplift = 13.6.p5f :11 ,lass 2:20 Connections per Module (MIN) 2.1' OG 1'YP 30 Modules, 66 Connections Max Trib Area = 16.49 ft2 UPLIFT/ CONN'. = 16.5 ft2 x 13.6 psf = 224.7 lbs/conn PER 2012 NDS (TABLE 11.2A) PALLOW = 258, lbs/in _x Cox :Ct for (1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST PkLLow = 2.00 " x 413 Ib/in = 825.6 lbs > 225 lbs Therefore O.K. FACTOR OF SAFETY: F.O.S. = 3.67 > 1.5 Therefore O.K. Z6NE'2 UPLIFT.-_-; , 31.6 psf - 2.59 psf Design Force = ( Uplift x (0.6)) - 2.59 psf Net Uplift = 19.0 psf 2.20 Connections per Module (MIN) 30 Modules, 66 "Connections Max Trib Area = 16.49 ft2 UPLIFT/ CONN. = 16.5 ft2 x 19.0 psf = 312.7 lbs/conn PER 2012 NDS (TABLE 11.2A) PALLOW = 258 lbs/in x CD x Ct for (1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST PALLOW = 2.00 " x 413 Ib/in 825.6 lbs > 313 lbs Therefore O.K. FACTOR OF SAFETY: F.O.S. = 2.64 > 1.5 Therefore O.K. PROJECT: Nelson Residence PAGE: CLIENT: 50800Grand Traverse Ave: La tluinaCA 82253 DESIGN BY: JJ3 RV JOB N0.: 1534457_ DATE : 02/15/16 REVIEW BY: INPUT DATA Exposure category I% C or D• ASCE 7-10 26.7.3) Importance factor (ASCE 7-10 Table 1.5.2) Basic wind speed (ASCE 7-10 26.5.1 or 2012 IBC) Topographic factor (ASCE 7-10 26.8 & Table 26.8-1) Building height to eave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load Iw = 1.00 for all Category V = 110 mph Kr = 1 Flat t d he = 10 ft t h; = 24 ft L = 47.5 ft B = 37.5 ft A = 1 0 ft2 20.67 kips, SD level (LRFD level), Typ. = 10.76 kips 117.16 ft -kips = 9h 56 kins ANALYSIS Velocity pressure qh = 0.00256 Kh Kt Kd V2 = 22.91 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.87 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.8511 h = mean roof height = 17.00 ft < 60 ft, [Satisfactory] (ASCE 7=10 26.2.1) < Min (L, B), [Satisfactory] (ASCE 7-10 26.2.2) Design pressures for MWFRS p = qh [(G Cpf)-(G CPI )] where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). Amin = 16 psf (ASCE 7-10 28.4.4) G Cpf = product of gust effect factor and extemal pressure coefficient, see table below. (Fig. 28.4-1, page 300 & 301) G CPI = product of gust effect factor and internal pressure coefficienL(Tab. 26.11-1, Enclosed Building, page 258) 8'-] or �-0^18_] a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.1B, 0:1L, 0.4h), MIN(0.04B, 0.04L), 31 = 3.75 ft Net Pressures (psf), Basic Load Cases SE 3 2 2E 4 4E�� RO'CRENCE CORNER 1E MIND MIMI 2E 3 IKE RErEREKM 41E L Load Case A (Transverse) Load Case B (Longitudinal) Net Pressures (Dsf). Torsional Load Cases Roof angle 0 = 36.75 1 Roof an le 0 = 0.00 GCPf Pressure vAth GCpf -Net Pressure with SurfaceNet (+GCpi) 1,(-GCpi) (+GCpl) (-GCpi) 1 0.56 8.70 16.95 -0.45 -14:43 -6.18 2 0.21 0.69 8.93 -0.69 -19.93 -11.68 3 -0.43 -13.97 -5.73 -0.37 -12.60 -4.35 4 -0.37 -12.60 -4.35 -0.45 -14.43 -6.18 5 0.40 5.04 13.29 6 -0.29 -10.77 -2.52 1E 0.69 11.68 19.93 -0.48 -15.12 -0.87 2E 0.27 2.06 10.31 -1.07 -28.63 -20.39 3E -0.53 -16.26 -8.02 -0.53 -16.26 -8.02 4E -0.48 -15.12 -0.87 -0.48 -15.12 -0.87 5E 0.61 9.85 18.10 6E -0.43 -13.97 -5.73 SE 3 2 2E 4 4E�� RO'CRENCE CORNER 1E MIND MIMI 2E 3 IKE RErEREKM 41E L Load Case A (Transverse) Load Case B (Longitudinal) Net Pressures (Dsf). Torsional Load Cases Load Case A (Transverse) Load Case B (Longitudinal) Roof angle 0 = 36.75 GCPf Net Pressure with Surface (--GC,,) (-GC,,) 1T 0.56' 2.18 4.24 2T 0.21 0.17 2.23 3T -0.43 -3.49 -1.43 1 4T -0.37 -3.15 -1.09 Roof angle 9 = 0.00 Net Pressure with Surface 5T 0.40 1.26 1 3.32 6T -0.29 -2.69 -0.63 Load Case A (Transverse) Load Case B (Longitudinal) y Ranh. Lnad Casa A fTranevamn nim-finnl Torsional Load Case A fTransvarse Diroctinnl Basic Load Case B (Longitudinal Direction) Area Pressure with Surface (ft): +GC ( pl) -GC ( pl) 1 400 3.48 6.78 2 936 0.64 8.36 3 936 -13.08 -5.36 4 400 -5.04 -1.74 1E 75 0.88 1.49 2E 176 0.36 1.81 3E 176 -2.85 -1.41 4E 75 -1.13 -0.52 -0.49 Horiz. 20.67 20.67 E Vert. -11.96 2.73 Mn. wind Horiz. 18.24 18.24 28A.4 Vert. -28.50 -28.50 Torsional Load Case A fTransvarse Diroctinnl Basic Load Case B (Longitudinal Direction) Tnmin"I Lnad racy R fLnnnifisdinal nirarennl Area Pressure c with Surface (ft j (+GCpI) (-GCpI) 2 936 -18.65 -10.93 3 936 -11.79 -4.07 5 552 2.78 7.33 6 552 -5.94 -1.39 2E 176 -5.03 -3.68 3E 176 -2.85 -1.41 5E 86 0.84 1.55 6E 86 -1.19 -0.49 30 Horiz. 10.76 10.76 S Vert. -24.68 -11.18 1 Mn. Wnd Hord. 10.20 10.20 28.4.4 Vert. -28.50 -28.50 Tnmin"I Lnad racy R fLnnnifisdinal nirarennl Area Pressure W wllh Torsion fWc Surface (f?) (+GCpI) (-GCpI) (+GCpI) (•GCpI) 1 163 1.41 2.75 14 28 2 380 0.26 3.40 2 20 3 380 5.31 -2.18 32 13 4 163 -2.05 -0.71 20 7 1 E 75 0.88 1.49 18 30 2E 176 0.36 1.81 4 22 3E 176 -2.85 -1.41 34 17 4E 75 -1.13 -0.52 23 10 1T 238 0.52 1.01 -6 -12 2T 556 0.10 1.24 -1 -9 3T 556 -1.94 -0.80 -14 5 4T 238 -0.75 -0.26 -9 -3 Tota) Horiz. Torsional Load, MT 117 117 Tnmin"I Lnad racy R fLnnnifisdinal nirarennl Design pressures fpr components and cladding 'r z --L ti' 2r2 -u aa a p c qhl (G Cp) - (G Cpl)I 5 I 1 I I I 1 I where: p = pressure on component. (Eq. 30.4-1, pg 318) 15 5110^°' •S zii" 1i _8 i1 1:22 pmt, =56.00 s(ASCE 7-10 30.2.2) GCp=external pressure coefficient. Wolfs see table below. (ASCE 7-10 30.4.2) Roof ••T- Roof •» Area PressureW with Tordon Rac Surface z (ft) (+GCpI) I (•GCpI) (+GCpI) (-GCPI) 2 936 -18.66 -10.93 -21 -12 3 936 -11.79 -0.07 13 5" 5 233 1.18 3.10 8 21 6 233 -2.61 -0.59 17 4 2E 176 5.03 -3.58 66 47 3E 176 -2.85 -1.41 -37 -18 5E 86 0.84 1.55 14 26 6E 86 -1.19 -0.49 20 8 5T 319 0.40 1.06 -3 -9 8T 1 319 1 -0.86 -0.20 1 -7 1 -2 Total Hor(z. Torsional Load, MT 69.6 69.6 Design pressures fpr components and cladding 'r z --L ti' 2r2 -u aa a p c qhl (G Cp) - (G Cpl)I 5 I 1 I I I 1 I where: p = pressure on component. (Eq. 30.4-1, pg 318) 15 5110^°' •S zii" 1i _8 i1 1:22 pmt, =56.00 s(ASCE 7-10 30.2.2) GCp=external pressure coefficient. Wolfs see table below. (ASCE 7-10 30.4.2) Roof ••T- Roof •» Comp. B Cladding Pressure ( p30 E Area(fo, Zone 1 I Zone 2 Zone 3 Zone • Zone 5 GCp -GCp GCp -GCp GCp -GCp GCp GCp GCp I -GCp Comp. 0 0.90 -1.00 1 0.90 1 -1.20 1 0.90 1 -1.20 1 1.00 1 -1.10 1 1.00 1 -1.40 Comp. B Cladding Pressure ( p30 I Zone 1 I Zone 2 1 Zone 3 1 Zone 4 I Z. 5 I Pmalw I M6900 I PMMM I N09MM I P -MW. I ROOM, I P.10M I HOMOM I Pmaha 1 24.74 1 -27.03 1 24.74 1 -31.61 1 24.74 1 -31.61 1 27.03 1 -29.32 1 27.03 -36.19 Note: If the effective area Is roof Solar Panel area, the only zone 1, 2 , or 3 apply. DATE: 2/1512016VINCI & A S 'SOC 1 A T E S SHEET: 5. PROJECT: Nelson Residence: (51ruclural &gineers JOBNO.' 09-3457. .50800 Grand Traverse -Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV La Quinta, ,CA 92253 - p805.496.2100 • 1`805.496:2442_ • e solarQVlnciSE _corn CLIENT: PetersenDean LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D if unknown) S1= 0.653 (USGS Software) SD1 _ 1.5 (Table 1613.3:3(2)) 1 = 1.0 (Table 11.5-1 ASCE 7-10) 'R = 6.5 (Table 12.2-1 ASCE 1-10) SMs = Fa * SS = 1.5., (Eq. 1,6=37)' SM1= F„ * Si = 0.98 (Eq. 16-38) TL = 8s (Figure 22-12 ASCE 7-10) T = Ct. * (hn)x = 0.112 S (Eq. 12.8-7) hn = 10.0 ft Ss= 1.50 (USGS, Software) Fa = 1.0 (Table 1613.3.3 (1)) 'SDs = 2/3*.SM8 = 1.00 (Eq. 16-39) SD1 _ 2/3.*'SM1 = 0.65 (Eq. 1.6=40) Qt = 0.02 '(Table 12.8-2 ASCE 7=10) X = 0.75 (Table 12.8-2 ASCE 7=10) *GOVERNS*'* VMIN = ( SDs) / ( R / 1) = 0.15 W (Eq. 12:8-2 ASCE 7-10) NEED NOT EXCEED: IF T <TL USE: V = ( SDI) / T *( R / 1) = 0.89 W (Eq. 12.8-3 ASCE 7-10) IF T >TL USE: V = ( SD1)*(TJ / T2 *(R / 1) = 63.54 W (Eq. 12.8-4 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8-5 ASCE 7-10) 2/15/2016 Design Maps Summary Report � (M Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.679220N, 116.28768°W Site Soil Classification Site Class D - "Stiff Soil' Risk Category I/II/III Cathedral L}i 4 n }4 ! � Hamada Ranc➢toi!--� Mirage Paim Desert - In¢°~r� - rte_ 3'1 IFS i'* HE T. YON La Quin to r: O .r USGS-Provided Output Coach ell � !IIXiGa7►Mf �4 i fAirpQrt 81'W.-.j� r , Rgnl Alrp Ss = 1.500 g S" = 1.500 g SDS = 1.000 g S1 = 0.653 g S"1 = 0.980 g Sol = 0.653 g 11 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRV building code reference document. MCE$t Response Spectrum 1.65 1.50 1.35-- 1.20-- 1.05-- 0 .351.201.050 0.90 v H 0.75 0.60 0.45-- 0.30-- 0.15-- 0.00 .450.300.150.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 1.10 0.99 0.88 0.77 .-. C� 0.66 w H 0.55- 0.44- 0.33- 0.22-- 0.11-- 0.00 .550.440.330.220.110.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. M11 httpJlehpl-wthquake.cr.usgs.govldesignmapr.ILWsianmary.php?template=mirimal&labkide=33 679223371556118Jongitude=11628767655508794&siteclass... 1l1 DATE: 2/15/2016 VINCI & ASSOCIATES SHEET: 7 PROJEcT: Nelson Residence cslruclurai (5wh2eers JOB NO.: 09-3457 50800 Grand Traverse Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV La Quinta, CA 92253 P 605.496.2100 • f 805.496.2442 • a solar@VinclSE.com cumT: PetersenDean LATERAL FORCES 2013 CBC: SEISMIC BASE SHEAR: V = 0.154 W (SEE PREVIOUS) F1': ROOF = 22 PSF WALLS = 7 28.5 x 0.154 4.38 PSF F1 = F2 (F1' x h1) _ (F1' x h1) + (F2' x 112) F2 = F1' + F2' _ TWO STORY STRUCTURE = 5.0 ft = 9.0 ft = 10.0 ft F2': FLOOR = 15 PSF TRIG 2ND FLR WALLS = 7 TRIB 1 ST FLR WALLS = 7 29 x 0.154 4.46 PSF 5.76 psf 8.85 ` psf WIND LOADS: = A kA !w 28.6-1) C� P5 Ps30 (Eq. A = 1.21 PS30A = 19.20 psf PSA 23.27 psf IW = 1.00 p530B = -10.00 psf PsB -12.12 psf kn = 1.00 p830C = 12.70 psf psc 15.39 psf PS30D= -5.90 psf psD -7.15 psf TOTAL F1 uLT: _ ( 5 ft + 9 ft /2 ) x (23.2704 psf +12.12 psf = 336.2088 plf >> 336 plf F1ASD: = 336.21 plf x 0.6 = 201.7253 plf >> 202 plf F2uLT: _ ( 9 ft /2 + 10 ft /2 ) x (23.2704 psf +12.12 = 336.2088 plf >> 672 plf F2ASD: = 336.21 plf x 0.6 = '201.7253 plf >> 403 plf DATE: 2/15/2016 V IN C 1 A A. S S O C IA T E S SHEET: 8 PROJECT: Nelson Residence C51ruclura.1 &2gineers JOB No.: 09-3457 50800 Grand Traverse Ave 175E. WILBUR ROAD, STE 103. • THOUSAND OAKS. CA 91360 ENGR.: JRA/ La Quinta, CA 92253 p805.'496.2100 • f805.496:2442't ds6l6r@VinciSE.com CLIENT: PetersenDean CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD TOTAL ROOF AREA: ( 47.5 ft x 37.5 ft ) + ( 8.0 ft X 42.0 ft ) + ( 26:0 ft x 16.b ft) + ( 6,:0 ft x 0;0: ft ) = 2533.25, EXISTING ESTIMATED.SEISMIC LOAD (BASE SHEAR) 2533.25 ft2 x 5.76 psf = 14593.8. Ibs AREA OF ADDED SOLAR PANELS ( 5.50 ft x 3.28 ft ) X ( 30 .PANELS ) = 541.4 ft2 WEIGHT OF PANELS`. 2.59 psf ADDED SEISMIC LOAD: 2.59 psf x 541.4 ft2 'x 0.15 = 215.7 lbs % INCREASE _. 215.7 = 1.5% < 10%. "14593:81198 Th6*ef0're 'OMk ft2 COMPANY NCI & ASSOCIATES WoodWorksStructural Engieers 50"W"I" WOOD DMGN VinciSE.com Feb. 15, 201612:06 Design Check Calculation Sheet WoodWorks Sizer 10.2 Loads: PROJECT Check Top Chord on Existing Truss Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Roof DL Dead Full Area No 211 17.00 (24.0)* psf Roof LL Roof constr. Full Area Yes Roof Live 20.00 (24.0)* psf PV1 Dead Point No 1.00 43 lbs PV2 Dead Point No 5.00 43 lbs PV3 Dead Point No 6.50 43 lbs PV4 Dead Point No, 10.50 43 lbs PV5 Dead Point No 12.00 43 lbs PV6 Dead Point No 16.00 43 lbs Self -weight Dead Full UDL I No 1 1.2 plf -Triourary wiarn kind Maximum Reactions (lbs) and Bearing Lengths (in) : 0' 1'-6" T-6" 20'-0.4° 13'-6" 19'-6" Unfactored: Dead 211 327 326 97 Roof Live 178 286 289 110 Factored: Total 389 613 615 207 Bearing: Length 0.50* 0.52 0.52 '0.50* Min req'd 0.33** 0.52** 0.52** 0.21 *Minimum bear n -q lent settin used: 1/2" for enc su ort and 1/2" for inter or su o s **Minimum bearing length governed by the required width of the supporting member. Lumber -soft, D.Fir-L, No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 20'-0.4'; Slope: 12.0 deg; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 10 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Check Top Chord on Existing Truss WoodWorks® Sizer 10.2 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 88 Fv' = 225 fv/Fv' = 0.39 Bending(+) fb = 1060 Fb' = 1941 fb/Fb' = 0.55 Bending(-) fb = 1404 Fb' = 1854 fb/Fb' = 0.76 Deflection: - - 1.00 1.00 - 12 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Interior Dead 0.08 = L/923 Shear : LC #8 = D+Lr (pattern: LL ), V = 329, V design = 307 lbs Live 0.11 = L/680 0.31 = L/240 0.35 Total 0.19 = L/391 0.41 = L/180 0.46 Cantil. Dead -0.04 = L/44"6 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated Live -0.09 = L/202 0.15 = L/120 0.59 Total -0.13 = L/139 0.20 = L/90 0.65 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 900 1.25 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb'- 900 1.25 1.00 1.00 0.955 1.500 1.00 1.15 1.00 1.00 - 15 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 12 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+Lr (pattern: LL ), V = 329, V design = 307 lbs Bending(+): LC #12 = D+Lr (pattern: M = 270 lbs -ft -L-L), Bending(-): LC #15 = D+Lr (pattern: L_LL), M = 358 lbs -ft Deflection: LC #12 = (live) LC #12 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S'or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 9e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5, SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. .) � ^t. �.j' :t� T �•, {�--i .,�� �a.1 ���" iT t�.J.S .t yi i� i �f;y.C'.: �;, ..,, 4t t ♦ _w .. 4 �j __�a, � ri- ((�)i � I "fid.. t ..�-, „'fit a 1 • � � s iQ .i t �� s i ;, - eft- lift 400 ai-..i:- ..i W.::a'.- _. ..• 1. -. ,. � �...Ls••Y 4 --....•. c.i �. _ - . _ . - .. _ . � _ �.. ..- _ 3; ...a._ .. L ` + ,._ •}f { ].fi� _ --- '1 _ Ultra Flexible Roof Tile Adbeisive ea#'anti t i Prevents Roof Looks and Broftnt r1lb, 4� I ,t • ' WT ,[ L JY. Aditzfna/Sr ,net r . _ RooF nt;fi ISHt[r1a� sNrt�ra. t tit�l6i varrs�iS,�mM 1'riiM�¢oN i Ramis. > 3 �� . �, to h �, ,. $sots are gi1 the front line .in, preventing water JrittuSion ►.Hi �,. _',eh �' �1-Iifad�'PQ�IlilBthallUfORllUlatlOn � x � wand are siJbjeeted t9 the .most eztretrie winfand vue4ther i,t*: > lw permanently Cures'lioof.7ile, conditions. 7o prevent.roof damage and leaks, an pdheslYe/ 1 }�.1N4n-8hrinking; Permartenity.Repble _ �. ,. .. sealant must be a=standouf performer,. Rain6uster, 850.•. _ ��,. o �.t 'Usha-flexbie Roofi Ti>>;'Adhesive/Sealant i's- specified by,=�` WRas >=fe>cesto.Pr>rvent8 ;i, leading�butlders and:trustpd hpilualitj--mindedic9ntrac.ors, d wi1t1Stands6ctremeVlMw1d ootTraific ' to�:pr$vent roof`leaks:-Unlike`traaitional, i'oofing''cements� p`SealsRoofin�JourtsipcludingHasiiirig i° and,Mastii s, Ra Buster 830 riffi3rs a:t►ighrgrade polyurethane., I►,Witt ands: -Ewome, ier&Temperature y . ; formulatian; permanent`flexibii9ty aqd pOwBrful•adhe$ion tbAvveptTlle Slip / asa , �kpioI�NWhenRused ose5AI@ as it.flexes with hurticane force wind iiphf#;,fiopt #raf#ic, and '0 patrdabie See PaiMirig Skcbon) Y a ` seisinic activity: to prevent, broked tiles 1Khent_applled tflashing; vents and §. getter , Rain6l�st�r 85U per�nanentiy_..p V%w%an,dAQMD.Gomptiant r �r •seals joints'to effectively divert,water• awai4rom the #iome. � 111 t t ; �{�i � iA. � F •�. � �,� ! � �QYI,IV \.aunty � • �1 ..ii. .d •.- 4 'Yh•, r tL t ;a . . , '' C it .•�. i i � lM, 1 Y _ j• I *'i , • .• 1• ` ^ ,�. .. F 1'- � it A r.+'. .µ t fh ' • vThe Viiima#� Ribo# Me' AdhesivolS,"lain# � ; PHOTOVOLTAIC SIGNAGE REQUIREMENTS PER CALIFORNIA ELECTRICAL CODE ARTICLE 690 NOTE: SIGNAGE ON COM- BINER BOX IF THERE ARE OVERCURRENT DEVICES IN THE BOX WARNING ELECTRICAL SHOCK HAZARD. GROUND FAULT INDICATED. NORMALLY GROUNDED CONDUCTORS MAYBE UNGROUNDED AND ENERGIZED. PHOTOVOLTAIC DISCONNECT FOR UTILITY DISCONNECT WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION COMBINER BOX ON AC DISCONNECT RECOMMENDED SIGNAGE OR LABELING SPECIFICATION: A. RED BACKGROUND WITH WHITE LETTERING B. 3f8" LETTER HEIGHT C. ALL CAPITAL LETTERS D. ARIAL OR SIMILAR FONT E. WEATHER RESISTANT MATERIAL(ENGRAVED PLASTIC) F. UL 969 SHALL BE USED AS A STANDARD FOR WEATHER RATING METER MAIN SERVICE WARNING THIS SYSTEM METER IS ALSO SERVED BY A PHOTOVOLTAIC SYSTEM PHOTOVOLTAIC SYSTEM AC SYSTEM SPECIFICATIONS MAX. AC OUTPUT CURRENT:A OPERATNG AC VOLTAGE: V OPERATING AC POWER: W OPERATING AC FREQUENCY: Hz MAXIMUM OCPD RATING: A OFF NOTE: IF THE PV DISCONNECT IS REMOTE AND NOT WITHIN SIGHT FROM THE MAIN SERVICE DISCONNECT THENA DIRECTORY SHOVING THE. LOCATIONS OF THE MAIN SERVICE DISCONNECT AND THE PV DISCONNECT MUST BE INSTALLED SEE SEPARATE SHEET IF THIS APPLIES. IF NO SHEET IS ATTACHED THIS DOES NOT APPLY. Q RPMRSEND�AN 1820 CONTAINER CIR RIVERSIDE, CA 92509 P: (951) 276-0890 www.petersendoon.com CA LICENSE No. 468117 Placard Signage AC SYSTEM m 201 PETERSEN DEAN ROOFMO b SOUR SYSMIS. INC. AM RIORM RESERVED TUV Power controlled: TOVRhdinlend i Lowest measuring tolerance in industry Every component is tested to meet 4µi 3 times IEC requirements J ' Designed to withstand heavy accumulations of snow and ice J Sunmodule Plus: Positive performance tolerance J af,, • I 25 -year linear performance warranty and 10 -year product warranty J Glass with anti -reflective coating J World-class quality lines monitoring of the and mate- Gu1BDed. EC612 5 511ely [sated, EC 11M pvE •'+ Y 0(@� . Amm1Na rabtence 1 1 t d 11x1 F_P.- Fully -automated production and seamless process Eld ,DuPealBn BI1wInB sand mbtaM C —fle.n T+ c1w14d rial ensure the qualitythat the company sets as its benchmark for its sites worldwide. cj1JE SolarWorld Plus -Sorting EBiOBMANCE,EBTLD S Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules SALT M6f BESGTAM °T^�°^°°°� c us that have greater than or equal to the nameplate rated power.. J UL 1703 2S-yearGnear performance guarantee and extension of product warranty to 10 years DVE • • 1 1 Fa • .,, SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course OR 1 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 LA been extended to 10 years.' Home Innovation MGRS GREEN CERTIFIED - 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.com e� MADE IN USA OF US AND IMPORTED PARTS Sunmodule;/" Plus SW 280 MONO BLACK PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' Maximum power Pm„ 280 Wp Open circuit voltage V. 39.S V Maximum power point voltage V.PP 31.2 V Short circuit current I,c 9.71 A Maximum power point current I,"pp 9.07 A Module efficiency vm 16.7% 'STC: 1000 W/ml, WC, AM 1.5 1) Measuring tolerance (P"„) traceable to TUV Rheinland: +/- 2% (TUV Power controlled). THERMAL CHARACTERISTICS NOCT Two rail system 113 psf downward 64 psf upward 48 'C TC l,c Design Loads' 0.044 %/'C TCva Powersorting' -0.31 V./ -C TCP -PP IP65 -0.43 %/'C Operating temperature Module type (UL 1703) -40'C to 85'C .L—x4 65.94 (1675) 1.22 Module voltage M V. 11.33 (288) Version 2.5 frame bottom mounting holes 1 x4 4.20 (107)t All units provided are imperial. 51 units provided in parentheses. SolarWorld AG reserves the rightto make specification changes without notice. PERFORMANCE AT 800 W/mz, NOCT, AM 1-S Maximum power - Pm„ 207.2 Wp Open circuit voltage V. 35.8 V Maximum power point voltage Vmpp 28.3 V Short circuit current 1K 7.85A Maximum power point current Impp 7.33 A Minor reduction in efficiency under partial load conditions at 25'C: at 200 W/m�.100% (+/-2%) ofthe STC efficiency (1000 W/ml) 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 Black anodized aluminum Weight 39.5 lbs (17.9 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC 11/NEC . 1000V Maximum reverse current 25A Number of bypass diodes 3 Design Loads' 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 psf downward 30 psf upward ' Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA Powersorting' -0 Wp /+5 Wp 1 -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 4Grounding Locations: - 4 corners of the frame - 4 locations along the length of the module in the extended flanget S W-01-6026US 12-2014 Enphase® 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 M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway"", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris enphase® E N E R G Y SIMPLE - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable RELIABLE - 4th -generation product - More than 1 million hours of testing and millions of units shipped - Industry-leading warranty, up to 25 years SP° G us Enphase®M250 Microinverter // DATA INPUT DATA (DC) M250-60-2LL-S22 otn+ie�JehnttowerSlrj2g oiii: Maximum input DC voltage 48 V i•fi�4�4'i'''c'3' 'e k. ei.4 ac�Tin r'Itage `2$ f sq., C :.LTA-V.��.'�+♦'+i.•'ai: 4 .r ,x-... - > .`N. ....«at. -L '�, ..S ,�?T. 5--)..'G:C' /.ar 'A.-..5 .3 f'�-. . .... �Operating rang�e!�� 16 V - 488 V� Max DC short circuit current 15 A OUTPUT DATA (Ac) @208 VAC @240 VAC IT .. '9- !y -c `$Y. ---.,,y-a+t ♦ rs :e '• ?� 4 1-= j' ii'• ;", i I } {a a MR IN t Rated (continuous) output power 240 W 240 W +.• ,i 2 'P 1' ;Hi a¢. {:. x vio- Y` �"�"y;,.•.. S .. t - ,, .b J , .. �- vT+§ ?:St,'� P� _ ... .• 4 .n�f-t'c N,'iY.-y. .,��•: :•it,i8 S..-.+rc !� ,[ t - �i&�i� lo�it�ut�oitrrar � a ' .�' . �`IS� A�s r�o t�al)d atior�,)=i�Av�(1�d�is�atriotritq��ciaratlor�j` 3!: �+, .,. v J df...�:J ,'. "✓ .•f7 ...W.iC ,d' LrU`ttr1,"!•* .?`.:+.'Fl.:....5 .a XY.+.`�'"A•y :.... ... .. Nominal voltage/range . 208 V / 183-229 V 240 V / 211-264 V aa•s...,1'v r1°a �9 aVbrlr WE aen=a=s3Alaffg0s"}':C-:�>� Extended frequency range' 57-62.5 Hz 57-62.5 Hz d+.•' ti ��n:, � ','•;: ,1i,;cr.'Sigf;.. _:tk5.. .pT;�ta. ":k•'%r.:� Yi .,, :; •,. `•t', ,t -r> g...: i;:,Y:. !" O 8r dt0 ,tte�a' ! isr� % a o�: WY4:S �t'o- i'!..:,1. '.!c'4S'?...�i23» ..: _ ,.s . , ., r t,. ,�� A '' til, tx.• ,N ..n:;; :•.4 ,r ,s; ^ F .,. t�..r. 'xt. Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) U •�Y .•5'' teR [ t ::c- - w ff'" .e3t,•' 9.:''� -x:rr :r 'd Minh i r� @ l atilt lr i s iii; rr { �d P >{ ; Y `Sa .4oi �: b Of C1eS '6 EFFICIENCY .,�.. n" �-%' t•L" k W % any � •.. 4�4 i-� yeB !'e� to s3cl�sf#,t�ate'�e�r '` t s,- ;t 9 c RRC � ?4� ��` � `> � •. Peak inverter efficiency 96.5% St`tiallP�f�fiirl 'is'ci'vJelghted retre'hcet�fl530)g�,�w7'"b rr:, Night time power consumption 65 mW max MECHANICAL DATA '.: r -♦,?7', ' ..r`,.Y4;: "'i2ef" i.i.+c� "ti . - ' .: �z a;- •., .% �-. - 5' t+ i - 4LY%t"- •,+ -, _i.i.;i- *' },� MAP+A ttINN,9 F <" S9r A' i i .; . t �. i. vY`. _ `,�., •- ti' �be�peF 'atF e � � � �.� `�4 Cx 5 ,. � z •�;. :;��� � �,�.f:q- z. '.. .. . sk..�t7t,..5`F•9,nt:'••.. Ca., 7,f, .!':5'• f, =s. t .. >... Operating temperature range (internal) -40°C to +85°C .•F.i M1'• "„(toF.il,'-.*0 L' �•tk':1•:[ :. [ � _ '�.t !�5 may, •� - ./ .i t� eSlpil.5 hanx'q+irbrn r3D: mwai#aodtaunttragt�iraeket�' c , - L. WV+4J�. •5.-t+'�fl.l J;'.'F', 'tt':_f:, w'a r-i� i' 2F.. ... _ tY.. r., !,. �.. �.. ..,, •F•:a,.L:V•: .. tir 1Y .J� rA Weight 2.0 kg i Gppling r rA j AAapt' ral" bY91E3t�'gTlosarle J. v. ., ...,a .. •=.x ,'i' !Azta"an:+�L:.r�F--, Enclosure environmental rating Outdoor - NEMA 6 FEATURES cr.':.r::;�:i��v,• tCAm� tlbtlrtj! L�ompat t5�e wltfa , e1L'�V o '18s ' Communication Power line 3 1r�t�grated AropraPd Tete fl �Ircutt'iij tit$. a fe it la t arch �odnded �V r� y; r .u.�, n a it'wS7 rr+Ss'f +�.n tr� � C 90�°3 " t t l a n gr t na JIs p�ro��ded ! r ov, �t'JoalEC��or�go{iOr re�i'65tn$ 1 �i Monitoring Free lifetime monitoring via Enlighten software Compiipnc'es . `; lDL1741/�EEE1547, CC -Ai,- 15;plassA,tjCk /CASA &,22.24 0 a I�IJi . Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.com [G]enphasee E N E R G Y @ 2015 Enphase Energy. All rights reserved. Al trademarks or brands In this document are registered by their respective owner. MKT -00070 Rev 1.0 Product Data Sheet HOM612L100RB Load Center, 100A, Fixed - Factory installed main lugs, 6, 6 Technical Characteristics Ampere Rating Application Approvals Cover Type Short Circuit Current Rating Main Type Maximum Single Pole Circuits Maximum Tandem Circuit Breakers Phase Spaces Voltage Rating Wire Size Width Wiring Configuration Depth Height Marketing Trade Name Bus Material Enclosure Type Box Number Enclosure Rating Grounding Bar �LitA1F1E*n 4;. by Schneider Electric 100A Designed to meet residential, commercial and industrial requirements to protect electrical systems, equipment and people. UL Listed Combination Flush/Surface 10kA Fixed - Factory installed main lugs 12 6 1 -Phase 120/240VAC #8 to #1 AWG(Al/Cu) 8.88 Inches 3 -Wire 4.27 Inches 12.65 Inches Homeline Tin Plated Aluminum Outdoor/Rainproof 2R NEMA 3R Order separately Notes: 70A (max) branch circuit breaker and 100A (max) back fed main circuit breaker. Shipping and Ordering Category Discount Schedule GTI N Package Quantity Weight Availability Code Generated: 05/20/2010 15:37:14 00149 - Load Centers, NEMA1 & 3R, 2 - 8 Circuits, Type HOM DEX 00785901061205 1 9.92 lbs. Stock Item: This item is normally stocked in our distribution facility. © 2010 Schneider Electric. All rights reserved. Schneider 'Electric Product data sheet DU222RB Characteristics SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R Product availability: Stock - Normally stocked in distribution facility Price`: 353.00 USD Main Commerclal Status Commercialised Product or component Single Throw Safety Switch type Iln] rated current 60A Product certifications UL listed enclt, NEMA degree of NEMA 3R Protection Disconnector device Non -fusible disconnect type � Device composition None `o Device mounting Surface Number of poise 2 Electrical connection Lugs Series name General duty Ordering and shipping detailsg Category W106 - D & DU SW,NEMA3R, 30-20DA E Discount Schedule DE1A GTIN 00785901491491 Nbr. o1 units in pkg. 1 0 !s Package walshl(Lbs) 4.70 Product avaifabiliy Stock - NomWly stocked in distribution facility b Retumabifify Y e Country of origin Mx� Contractual warranty. Period 16 months f� �s €B 1 ss6 ; €r enclt, THHN/THWN 600v THWN . u. General purpose, smallest diameter wire available for new construction or rewiring. Primarily used In conduit and cable trays for services, feeders, suitable for lighting and power in residential, commercial and Industrial installations. - http://cmewire.com/catalog/building/1000-asl Single conductor, bare copper, solid or stranded, polyvinyl chloride (PVC) insulation, overall jacket of polyamide nylon. �, •.,•. t.: pees icatlotis.w„ UL listed, Standard 83 (IW), and Standard 1063 (when marking as MTW). Conforms to Federal Specification )C-30-8, ANSI -C 33.80 and requirements of the National Electrical Code (NEC). It is listed by Underwriters Laboratories for use at a maximum voltage of 600 volts and a maximum conductor temperature of 90°C in dry locations, 75•C in wet locations and 75°C when exposed to oil and gasoline in compliance with Underwriters Laboratories Standard for Thermoplastic Insulated Wires. It is also recognized as Type MTW rated 90•C when utilized with industrial machinery per Article 670. Stranded conductors are also recognized for use as appliance wire rated at 105'C in air and 60•C when exposed to oil. Sizes 14, 12 and 10 AWG are recognized for use as appliance wiring material (AWM) rated 90°C and 1000 volts. Sizes 14 through 8 AWG stranded are also recognized for use as Appliance Wiring Material (AWM) rated 901C in dry locations, 60'C where exposed to oil or coolants per UL requirements, and appliance wire rated at 1051C when exposed to oil and shall comply with the applicable UL requirements. Sizes 1/0 AWG and larger are sunlight resistant for cable tray (CT) use (Black color only). All sizes meet VW -1 Vertical Flame Test. When used as type THWN-2, conductor is suitable for use In wet and dry locations at temperatures not to exceed 901C. Products marked as THWN-2 are available in sizes 8 AWG and larger, ANY COLOR. www,cmewire.com @Copyright 2006 CME Wire and Cable, Inc. All Rights Reserved. For more Information feel free to Contact Us 495 Horizon Drive NE, Suite 100, Suwanee, Georgia 30024 Phone: 770.623.0001 Fax: 678.546.5422 1 of 1 3/19/2012 9:05 AM T H H N/ T H W N T H W N- 2 C O P P E R Size AtN(i/MCM Number of Strands Average Overall Diameter htehes mm Approximate Weight LbstI000 ft AmPactV Amps 90°C 14 1 0.11 2.6 16 25 12 1 0.12 3.0 25 30 10 1 0.15 3.8 37 40 14 19 0.11 2.8 17 25 12 19 0.13 3.3 25 30 10 19 0.17 4.3 40 40 6 19 0.22 5.6 65 55 6 19 0.26 6.6 . 99 75 4 19 0.33 8.4 159 95 3 19 0.36 9.1 203 110 2 19 0.39 9.9 243 130 1 19 0.44 11.2 301 150 1/0 19 0.46 12.2 387 170 2/0 19 0.53 13.5 482 195 3/0 19 0.58 14.7 599 225 4/0 19 0.63 16.0 747 260 250 37 0.71 18.0 891 290 300 37 0.76 19.3 1060 320 350 37 0.61 20.6 1229 350 400 1 37 1 0.86 21.8 1396 380 500 37 1 0.94 23.9 1731 430 600 61 1.04 26.4 2087 475 750 61 1.15 29.2 2688 535 1000 1 61 1.30 33.0 3732 615 NEC Table 310-16 not more than three conductors in raceway or cable tray or earth (direct buried) based on ambleni mperature of 30"C (86°F). To determine ampacity by conductor skies, please consult the National Electrical Code, latest edition he above data ere a proximate and aubied to normal manufacturing tolerances. THWN-2, slz� 8 and larger, any color. Union Mede: www,cmewire.com @Copyright 2006 CME Wire and Cable, Inc. All Rights Reserved. For more Information feel free to Contact Us 495 Horizon Drive NE, Suite 100, Suwanee, Georgia 30024 Phone: 770.623.0001 Fax: 678.546.5422 1 of 1 3/19/2012 9:05 AM GBL LAY -IN AL/CU Home ER About Us ® ILSCO Product Catalog 1E New Products EE Reference ILSCO Flip Book Catalog Contact Us Page 1 of 2 Login GBL LAY -IN ALICU Home > ILSCO Product Catalog > Grounding > Ground Clamps > GBL LAY -IN AUCU • Manufactured from high strength 6061-T6 aluminum alloy. • Electro -tin plated. • GBL -4 & GBL-4SS are UL 467 Listed for grounding and bonding. • GBL-4SS is UL2703 Listed • GBL -1/0 & GBL -250 are UL 467 Recognized for grounding and bonding. • GBL-4SS is supplied with stainless steel screw. • Green color, universal to identify ground aids in visual inspection. • Lay -in feature. • Suitable for use with either copper or aluminum. • Provides low contact resistance. • See Ilsco GBL-4DB for lay -in copper lug suitable for direct burial. • GBL-4SS tested to ASTM 8117-09 for operating in a salt spray (fog) environment. • UL File E34440/E6207, E354420 Items Per Page 20 v Compare Create Cut Sheet Compare/Cut Item ID Figure Ground Bolt/Stud Hex Standard I Sheet Number Conductor Range Size Size Package Quantity GBL -4 1 4-14 AWG #10 S 100 07: ❑ GBL -ASS 2 4-14 AWG #10 S 50 07: http://www.ilsco.com/e2wShoppingCatalog.aspx?parentld=3100012783&parentLink=210000118... 7/31/2015 TYPE CGBL Copper Lay -in Ground Lug RoHS Compliant uaC D�rectburial LISTED - Features • Lay -in feature • Manufactured from high strength copper • Stainless steel hardware T G C F � H Benefits • Provides ease of installation of continuous loop grounding conductor • Suitable for direct burial and for use with copper conductors _ • Resists oxidation and corrosion in earth or concrete Fig.1 Catalog Number Figure Number Ground Wife Renge Boh Size Dimensions Screw Type C D E F G H T GBL-4DB-14 1 4-14 1/4' .660 .470 1.150 .210 .472 ..8�25y Slot V � ��tGs 9 ; �i� d6 �' x ;y0 �26565e s0..i'.'1� .218.,E M � 0' .x 75II `�1D 5,y, {L ft ' GBL-4DBT=14 1 4-14 1/4 265 .680 .470 1.150 .210 .472 .825 Slot a 10011 mwl' 90 120 W J M -N ._ ' GBL-4DBTH-14 2 4-14 1/4 265 .680 .470 1.150 .210 .472 .825 Hex All wire sizes, unless noted otherwise, are American Wire Gauge (AWGI Tested to UL 467, UL File E3444D ' T indicates tin plating + GBL-4DBT and GBL-4DBTH are UL2703 Listed UL E354420 Vol. 2 Optional MH Series mounting hardware Idts available, consult ILSCO 4730 Madison Road, Cincinnati, Ohio 45227-1426 Phone 513 533-6200 Fax 513 871-4084 Web site www.ilsco.com Canada 1050 Lakeshore Road East, Mississauga, Ontario, Canada L5E1E4 Phone 905 274-2341 Fax 905 274-8763 134 Sri V Part .# 8ox ,Quarto . . Screw Size 90'H00ks',` : Nof !nc'luied 17586= . y1'Hook': 't t-rh lud d 97587 JiGIA— oks&2Xi:Scr V.10"'�c.W 17588A Hovk,8� 2'ccewsews 5fb" X-3" 17:5 17:589 1O H000ks &20 800ws #14 x 31 1161-8, ' 9 Hook &.2 Screws 414 x X" Type 304 Stainless Steel For Side Mount Rails Rev1 Letter Descri tion A Ms;'iiriti � �Sc�ev�Skits�. 4 C Le �' '`�of'RaoHHo�lc 173:5flmrra E D Bottom End t©T'�` E`nd 165-30r"'-. Use our #14 or 5/16' Solar Mounting Screws A 54mm CD 122mm 3� 0 m25.50mm I D 8 mm VB 68mm il Slot Accepts 5/16' or 3/8' Bolts m m 95° m� m 8.70mm C 71 95° 21 mm 38.50mm [a O 120mm ' - 8.70mm E 140mm 5830 Las Positas Road, Livermore, California 94551 13948 Airway Drive, Rock Hill, South Carolina 29732 Phone: (844)-671-6045 I Fax: (800)-689-7975 1 173:5flmrra E Thickness 6mrri' www.solarroofhook.com solarroofhook.com is a division of Quidcscrews International Corp. q fhe SOLARMOUNT Installation Guide -and .system certifications are equally applicable to gOLARMOUNT HD rail. Unless otherwise noted, installation procedures for both are equivalent and sufficient to maintain system certifications. For maximum spans and (antilevers specificrto SOLARMOUNT HD, please refer to Appendix C and the SOLARMOUNT Installation Guide. APPENDI APPENDIX SOLARMOUNT HA Raaf ;. Bottom. Mounting with SOLARMOUNT HD Ra it Bottom mounting is no longer possible. With.standard SOLARMOUNT rail, however, SOLARMOUNT HD still accommodates this mounting method. Should you elect to use bottom mounting clamps to secure modules, please refer to the procedure below. NOTE: Bottom mounting of modules does not provide module bonding through clamps and is not covered under the current UL 2.703 certification. WMnCh w Recmmnended site tmque (Raba) V," hardware ul- 10 W hardware 'A1 4- 30 Mote:toepoe Vedgca m do not V* to log bait eannee0em %,A MYSI etae Stainless steel hardware can seise up. a process catledgalling. To significantly reduce its likelihood (1) appi 0S-M-09)1 SOLAR BONDING CONNECTION GROUND PATHS; �' OO MOUNT INSTALLATION GUIDE-;,-P'- UIDE I PAGE BONDING MIDCLAMP ASSEMBLY Stainless steel Midclamp points, 2 per module, pierce module frame anodization to bond module to module through clamp. ® Serrated flange nut bonds stainless steel clamp to stainless steel T -bolt 0 Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, clamp, and modules to grounded SM rail. ENDCLAMP ASSEMBLY ®Serrated flange nut bonds aluminum Endctamp to stainless steel T -bolt Serrated T -bolt head penetrates rail anodization ® to bond T -bolt, nut, and Endctamp to grounded SM rail Note: End clamo does not bond to module frame BONDING RAIL SPLICE BAR Stainless steel self drilling screws drill and tap into splice bar and rail creating bond between splice bar and each rail section Aluminum splice bar spans across rail gap to © create rail to rail bond. Rail on at least one side of splice will be grounded. Note: Splice bar and bolted connection are non-structural, The splice bar function is rail alignment and bonding. RAIL TO L -FOOT W/BONDING T BOLT ®Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt © Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and L -foot to grounded SM rail BONDING MICROINVERTER MOUNT ®Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt r� Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut,and L -foot to grounded SM rail Svstem ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page I for details RACK SYSTEM GROUND ©WEEB washer dimples pierce anodized rail to create bond between rail and lug ®Solid copper wire connected to lug is routed to provide final system ground connection. . NOTE: 11sco lug can also be used when secu to the side of the rail. See page 1-3 for details L I I 'f. l+•it cv��i t yr EAJ'r yY .l� .�� w�A .�,�i>,r. �i ,.I,. M� � -"��{fir � i i ,�q �P�w'�. .: w-' r •."�.� .. ARK t^ •� t a +u3 #' •fes'• BONDING RAIL SPLICE BAR Stainless steel self drilling screws drill and tap into splice bar and rail creating bond between splice bar and each rail section Aluminum splice bar spans across rail gap to © create rail to rail bond. Rail on at least one side of splice will be grounded. Note: Splice bar and bolted connection are non-structural, The splice bar function is rail alignment and bonding. RAIL TO L -FOOT W/BONDING T BOLT ®Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt © Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and L -foot to grounded SM rail BONDING MICROINVERTER MOUNT ®Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt r� Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut,and L -foot to grounded SM rail Svstem ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page I for details RACK SYSTEM GROUND ©WEEB washer dimples pierce anodized rail to create bond between rail and lug ®Solid copper wire connected to lug is routed to provide final system ground connection. . NOTE: 11sco lug can also be used when secu to the side of the rail. See page 1-3 for details L I SHEET INDEX PV -I SOLAR LAYOUT PV -2 ATTACHMENT DETAILS PV -3 ELECTRICAL LINE DIAGRAM PV -4 PLOT PLAN NOTES: — Solar Photovoltaic System to be installed on residential structure. —Design complying with the latest edition of California Electrical Code, NEC and all local ordinances and policies. —The project has been designed in compliance with the CBC section 1609 to withstand a minimum 110 MPH wind load. — Per sections R314 & R315 within the 2013 California Residential Code (CRC), it's required that smoke alarm and carbon monoxide detectors are retrofitted into the existing dwelling for permits with repairs or additions exceeding $1,000. — Working distances around the existing electrical equipment as well as the new electrical equipment will be maintained in accordance with CEC 110.26 — This system will not be - interconnected until approval from the local jurisdiction and the utility is obtained. —This system is a utility interactive system with no storage batteries. —The Solar Photovoltaic installation shall not obstruct any plumbing, mechanical or building roof vents. — When a backfed breoker is the method of utility interconnection, breaker shall not read Line and Load CODE COMPLIANCE PROJECT DE5I6NED BASED ON 2013 GEC, ALL SUPPLIED EQUIPMENT 15 UL LISTED 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA ELECTRIC CODE 2013 CALIFORNIA FIRE DEPARTMENT CODE 2013 CALIFORNIA RESIDENTIAL CODE 2013 ENERGY COMPLIANCE T-24 2011 NATIONAL ELECTRIC CODE V PER CRO R531.4.1 PER CRC R331.4.1 180',2-70- FROM 80°,2-10°FROM NORTH SOLAR LAYOUT SCALE: 3/52"=I'-0" 1 SYMBOL LEGEND ATTIC VENTS MECHANICAL 4 0 ,41 PLUMBING VENTS SOLAR MODULES _ _41 3' 5E 3' SETBACKS CONDUIT MAIN SERVICE PANEL AI AND UTILITY METER AG DISCONNECT SOLAR LOAD CENTER JUNCTION BOX PROPERTY x/11 /16 STRUCTURAL ONLY CO A ASSOCIATES 61ruchiral6nyrneers i E. WILBUR ROAD, SUITE 103 - THOUSAND OAKS, CA 91360 805.496.2100 D 805.496.2442 Q- VIQM VfIISE.= CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED �O FOR CONSTRUCTION DATE 5 746 BY If •FINAL CONDUIT ROUTES TO BE DETERMINED BY GREW LE AT TIME OF INSTALL, 15000ESTED CONDUIT RUNS TO BE INSTALLED UNDER EA AND SHORTEST DISTANCE TO THE POINT OF INTERCON=C- 'PAINT AND RUN CONDUIT AS REQUIRED BY JUR15DICTIO "INSTALLATION SHALL COMPLY WITH REQUIREMENTS OF &gO.31 FOR ATTIC, CONDUIT RUNS —A 0 F 0 PETERSENDEAN j &nan' rR00fs . Solar &wV . Services 1820 GONTAI RCL F RI RSID 50q P: 51) 2 6-4 w ete sen a 40m AL E 8111 G-10 4 $ PROJECT NAME: NELSON Q RESIDENCE 50800 GRAND TRAVERSE AVE LA QUINTA, CA 92253 JOB # 26622.00 0 JURISDICTION: LA QUINTA, CITY OF (30) SOLARWORLD SW280MON0 BLK (30) ENPHASE M250�0.2LLSM (-ZC)(-NAX240V) WING NOTES: f� MODULE RATED AT 2 v O W L.ARwORLD MOWLM HAVE A CA -465 'A' FIRE RATIN&) LTIPLY BY QTY. OF MODULES: 3 0� ARRAY SYSTEM SIZE. 8. 4 k VV SYSTEM AZIMUTH90*- 180`1 270` ROOF PITCH: 12'= 3/1 2 MOUNTING HEIGHT: 2 — S TO Rv ORIENTATION OPTIONS ARE PRELIMINARY, AND ARE SUBJECT TO REVISION FOR OPTIMAL USE. SOLAR ARRAY LOCATIONS ARE TO BE a REVIEWED AND APPROVED BY OWNER a AND/OR ARCHITECT OF RECORD TO VERIFY SYSTEM LOCATION, FOR VENTILATION OBSTRUCTION AND POSSIBLE RELOCATION OF VENT 8 AND/OR PIPE JACKS. FIELD VERIFICATION OF ROOF STRUCTURE, AND SOLAR ARRAY LOCATION 15 REQUIRED PRIOR TO INSTALLATION FOR ALL EXISTING 5TRUCTURE5 WHERE NEW SOLAR ARRAYS ARE TO BE INSTALLED. NARCHITECT/FIELD DRAWING INFORMATION E L&MAL:0 PERMrMNG EBERG 1011512015 Q PLAN PM: JB © 2015 PETER5ENDEAN 50LAR 4 z ROOFING INC., ALL RIGHTS RESERVED 12" MAX. 72" O.G. MAX NP• CONT. ALUM. RAIL LU a- O J N U— O " MAX., 72" O.G. MAX. (5EE 50LAR ROOF G OF RAFTER TYP ' PLAN FOR ACTUAL LAYOUT/LOCATION $$ A l / 7 I r x/11 /16 `END MOUNTING —MID. MOUNTING CLIP, TYP. CLIP, TYP. TR4JCTlJRAL O Y TYF I GAL RACK MOUNT LAYOUT SEND MOUNTING AMID. MOUNTING Q V O N C O & ASS O CLIP, TYP. CLIP, TYP. cSlmclural&yineers 136 TYP I GAL RACK MOUNT LAYOUT — 1D 8M& L- Edg9.2442OUQ-AVMMV[MSSED OAKS, CA 9® O SCALE: 1/2"=l' -O" Maximum ;point load' Model: LLI Weight:' Oc J N X441 LL O x/31 17 O Qr W V_C aom MEN 0 MENEEI&I cm x/11 /16 `END MOUNTING —MID. MOUNTING CLIP, TYP. CLIP, TYP. TR4JCTlJRAL O Y TYF I GAL RACK MOUNT LAYOUT SEND MOUNTING AMID. MOUNTING Q V O N C O & ASS O CLIP, TYP. CLIP, TYP. cSlmclural&yineers 136 TYP I GAL RACK MOUNT LAYOUT — 1D 8M& L- Edg9.2442OUQ-AVMMV[MSSED OAKS, CA 9® O SCALE: 1/2"=l' -O" Maximum ;point load' Model: SolarWorld.2:80 Mono `Black Weight:' 301 ,Lbs Width: 19.4 `inches Length: 65.95 Inches W V_C aom MEN 0 MENEEI&I PROJECT NAME: J NELSON x/11 /16 `END MOUNTING —MID. MOUNTING CLIP, TYP. CLIP, TYP. TR4JCTlJRAL O Y TYF I GAL RACK MOUNT LAYOUT SEND MOUNTING AMID. MOUNTING Q V O N C O & ASS O CLIP, TYP. CLIP, TYP. cSlmclural&yineers 136 TYP I GAL RACK MOUNT LAYOUT — 1D 8M& L- Edg9.2442OUQ-AVMMV[MSSED OAKS, CA 9® O SCALE: 1/2"=l' -O" Maximum ;point load' Model: SolarWorld.2:80 Mono `Black Weight:' 301 ,Lbs Width: 19.4 `inches Length: 65.95 Inches SOLAR PANEL CONCRETE UNIRAG S -TILE U60-1 CLIPS 31.13 Ibs/attachmen t UNIRAG MID CLIP A/T-BOLT 8 FLANGE NUT UNIRAG ALUM. SUPPORT RAIL 0 5/I6" x 4" 55 LAG BOLT INTO RAFTER(5) 2 1/2" MIN. PENETRATION W/ ROOF SEALANT, TYP. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE___BY 3/8" -Ib X 3/4 HEX HEAD BOLT 3/8 -Ib FLANGE NUT QUIGKSCREW 90° 55 TILE HOOK W/ FLA5HIN6 2x4 TRUSS 24" OG TYP CONCRETE S -TILE - =ICKSGREW q00 SS TILE HOOK SCALE I" = I' 1/2"= 1'-0" DD `CONT. ALUM. RAIL - LANOSGAPE FARTI AL ROOF FRAMING FLAN SCALE: 3/32"=1'-0" RESIDENCE 50800 GRAND TRAVERSE AVE LA QUINTA, CA 92253 JOB # 26622.00 JURISDICTION: LA QUINTA, CITY OF (30) SOLARWORLD SW280MONO BLK Z (30) ENPHASE M250-6a2LLS2X (-ZQ-NA)(240V) DRAWING NOTES: MODULE RATED AT: 2 v 0 V V SOLARMORI.D MODULES HAVE A CL.A55 "A" FIRE RATING) MULTIPLY BY QTY. OF MODULES: 30 ARRAY SYSTEM SIZE. H. 4 k W SYSTEM AZIMUTH90*' 180% 270' ROOF PITCH. 12-= STORY 3 /12 MOUNTING HEIGHT: 2 - ORIENTATION OPTIONS ARE PRELIMINARY, AND ARE SUBJECT TO REVISION FOR OPTIMAL USE. SOLAR ARRAY LOCATIONS ARE TO BE REVIEWED AND APPROVED BY OWNER AND/OR ARCHITECT OF RECORD TO VERIFY SYSTEM LOCATION, FOR VENTILATION OBSTRUCTION AND POSSIBLE RELOCATION OF VENT AND/OR PIPE JACKS. FIELD VERIFICATION OF ROOF STRUCTURE, AND SOLAR ARRAY LOCATION 15 REQUIRED PRIOR TO INSTALLATION FOR ALL EXISTING STRUCTURES WHERE NEW SOLAR ARRAYS ARE TO BE INSTALLED. �r,:r�unu,., 1,p� tlpLomiell © 2015 PETERSENDEAN SOLAR 4 ROOFING INC., ALL RIGHTS RESERVED El PETERSENDEAN vnartwRoofs . solar &v@W .Sorvkw 1820 CONTAINER 2509 W V_C aom 811'1 PROJECT NAME: J NELSON DD `CONT. ALUM. RAIL - LANOSGAPE FARTI AL ROOF FRAMING FLAN SCALE: 3/32"=1'-0" RESIDENCE 50800 GRAND TRAVERSE AVE LA QUINTA, CA 92253 JOB # 26622.00 JURISDICTION: LA QUINTA, CITY OF (30) SOLARWORLD SW280MONO BLK Z (30) ENPHASE M250-6a2LLS2X (-ZQ-NA)(240V) DRAWING NOTES: MODULE RATED AT: 2 v 0 V V SOLARMORI.D MODULES HAVE A CL.A55 "A" FIRE RATING) MULTIPLY BY QTY. OF MODULES: 30 ARRAY SYSTEM SIZE. H. 4 k W SYSTEM AZIMUTH90*' 180% 270' ROOF PITCH. 12-= STORY 3 /12 MOUNTING HEIGHT: 2 - ORIENTATION OPTIONS ARE PRELIMINARY, AND ARE SUBJECT TO REVISION FOR OPTIMAL USE. SOLAR ARRAY LOCATIONS ARE TO BE REVIEWED AND APPROVED BY OWNER AND/OR ARCHITECT OF RECORD TO VERIFY SYSTEM LOCATION, FOR VENTILATION OBSTRUCTION AND POSSIBLE RELOCATION OF VENT AND/OR PIPE JACKS. FIELD VERIFICATION OF ROOF STRUCTURE, AND SOLAR ARRAY LOCATION 15 REQUIRED PRIOR TO INSTALLATION FOR ALL EXISTING STRUCTURES WHERE NEW SOLAR ARRAYS ARE TO BE INSTALLED. �r,:r�unu,., 1,p� tlpLomiell © 2015 PETERSENDEAN SOLAR 4 ROOFING INC., ALL RIGHTS RESERVED LABELS NEC &CIOB(C) - AT THE INVERTER AND/OR GROUND FAULT INDICATOR LOCATION (AND ALL BATTERY LOCATIONS IF APPLICABLE): WARNING ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED. NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED NEC bg0.14(0)(2), 690.15 - ON AG DISCONNECT: AC PHOTOVOLTAIC DISCONNECT NEC bgO.11 - AT JUNCTION BOX, COMBINER BOXES AND AG DISCONNECTS: WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED M THE OPEN POSITION NEC, 690.35(F) - UNGROUNDED PV SYSTEMS ONLY AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE WHERE THE UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING ELECTRICAL SHOCK HAZARD. THE OC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED NEC, 690.52 - ON AG DISCONNECT POINT OF INTERCONNECTION: PHOTOVOLTAIC SYSTEM AC SYSTEM SPECIFICATIONS MAX. AC OUTPUT CURRENT: _ OPERATING AC VOLTAGE: _ OPERATING AC POWER: _ OPERATING AC FREQUENCY: MAXIMUM OCPD RATING: NEC, 105.120)(1) - BY BREAKER AT D15TR15UTION EQUIPMENT: WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 105.10 - AT SERVICE EQUIPMENT LOCATION: CAUTION THE ELECTRICAL SYSTEM IS ALSO SERVICED BY A PHOTOVOLTAIC SYSTEM 05FM - AG CONDUIT EVERY 10' INTERIOR/EXTERIOR WARNING: PHOTOVOLTAIC POWER SOURCE PLAQUES SHALL BE PLASTIC ENGRAVED IN A GONTRA5TING COLOR TO THE PLAQUE. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVET5 OR ADHESIVE. ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF CALIFORNIA ELECTRICAL CODE WILL BE INSTALLED AS REQUIRED. ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINE PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTACHED BY POP RIVETS OR SCREWS OR OTHER APPROVED METHOD. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES, EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE. EACH MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINT IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTRUCTIONS. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. PHOTOVOLTAIC EQUIPMENT SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE INSTALLED BY QUALIFIED PERSONS. ALL CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT EQUIPMENT GROUNDING CONDUCTORS SMALLER THAN 6AWG SHALL BE PROTECTED IN A RACEWAY. PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS AND NOTE ON THE PLANS; (R314.3 CRC) l0 0 0 0 0 o Max Branch AC required conductor ampacity (1)(15)(1.25) = 18.75A AWG #8, derated ampacity: (55)(0.58)(0.8) = 25.52A 25.52A > 18.75A , therefore AC wire size is valid. Combined System AC required conductor ampacity (1)(30)(1.25) = 37.5A AWG #8, derated ampacity: (55)(0.87)(1) =47.85A A OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. 47.85A > 37.5A ,therefore AC wire size is valid. B. IN EACH ROOM USED FOR SLEEPING PURPOSES. C. IN EACH STORY, INCLUDING BASEMENTS. IN SPLIT LEVEL UNITS WITHOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELORE THE UPPER LEVEL. D. ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. E. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. F. APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE. A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE ATTACHED GARAGES OR FUEL -BURNING APPLIANCES FOR WHICH A PERMIT IS ISSUED FOR ALTERATIONS, REPAIRS, OR ADDTIONS EXCEEDING $1,000.00. LISTED SINGLE- OR MULTI -STATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM THE BUILDING WIRING EXPECT IT IS PERMITTED TO BE SOLEY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHED OR THERE IS NO ACCESS BY MEANS OFF AN ATTIC. SHOW ON THE PLANS (R315 CRC) COMPLY WITH CEC SEC. 690.14 (D).4 AND INSTALL A PLAQUE IN ACCORDANCE WITH SEC.705.10 AS FOLLOWS 705.10 DIRECTORY: A PERMANENT PLAQUE OR DIRECTORY, DENOTING AN ELECTRIC POWER SOURCES ON OR IN THE PREMISES, SHALL BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION AND AT LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OR BEING INTERCONNECTED. PHOTO -VOLTAIC PANEL THERE ARE NOT INTEGRAL PART OF THE ROOF COVERING SYSTEM SHALL BE INSTALLED WITH A MINIMUM THREE (3) INCH CLEARANCE FROM THE SURFACE TO THE PANEL COMPLY WITH CEC ARTICLE 250.56 FOR EXISTING RESISTANCE OF ROD, PIPE, AND PLATE ELECTRODES. A SINGLE ELECTRODE CONSISTING OF A ROD, PIPE, OR PLATE THAT DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS SHALL BE AUGMENTED BY ONE ADDITIONAL ELECTRODE OF ANY OF THE TYPES SPECIFIED BY 250.52(A)(4) THROUGH (A)(8). WHERE MULTIPLE ROD, PIPE, OR PLATE ELECTRODES ARE INSTALLED TO MEET THE REQUIREMENTS OF THIS SECTION, THEY SHALL NOT BE LESS THAN 1.8 M (6 FT) APART. SHALL PROVIDE AN AUXILIARY GROUNDROF IT IT CANNOT BE PROVEN THAT THE EXISTING GROUNDING HAS HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS. TO BROADBAND ROUTER L PHOTOVOLTAIC ARRAY BRANCH CIRCUIT I = 15 MODULES BRANCH CIRCUIT 2 = 15 MODULES nn...n (I) OUTLET JUNCTION 0 8 THHN IN 3/4" EMT AWG #12 LI = BLACK GOMNNNIGATIONS N = WHITE 6ATEN14�( 20A DPB AWG #12 SQUARE D HOM220 G = GREEN (1) 15A BREAKER SQUARE D HOMII5 PV BREAKER 40 A DPB SAME MODEL AS MSP LOCATED FARTHEST FROM M50 60 A RATED AG DISCONNECT c� Solar -World 280 Mono Black UL1703 Power 280 W 39.5 Voc, 28,3 Vmp, 20 Vnom 9.71 Isc, 9.07 Imp 600 V, UL E42728, NEMA 3,4,4x,6,12,13 MKOLOW Enphase M250-60-2LL-S2X (7ZC) -NA 240V) UL 1741, NEMA 3R, IEEE 1547 Nom Voltage 240V Max Current 1A SQ D HOM612L100RB 240 VAC, 100 A UL E6294, NEMA 3R SQ D DU222RB. UL E2875, NEMA 3R 60 A, 240 V, NON -FUSIBLE Branch Circuits 2 Modules per'Branch 15# 15 Number of Inverters 30 Record low temp 137 Max AC 'Output Current 30 A Operating AC Voltage .240V Operating AC'power 72001N Operating AC Frequency 60 Hz Max OCPD Rating 40A BI-DIRECTIONAL UTILITY METER o I PHASE, 3 WIRE 120/240 V 200 A MAIN DISCONNECT NEN 200 A RATED MAIN SERVICE PANEL WITH 225A RATED BUS BAR PERMITTED AND INSTALLED BY OTHERS D PETERSENDEAN Sma7tWR09h TM . SObr &WW • S•rvim 1820 CONTAINER GARGLE RIVERSIDE, GA 1112 tj (951) 489 w.p ersen ea om LI ENSE Ill T NAME: NELSON RESIDENCE 50800 GRAND TRAVERSE AVE LA QUINTA, CA 92253 JOB # 26622.00 JURISDICTION: LA QUINTA, CITY OF (30) SOLARWORLD SW280MONO BLK (30) ENPHASE 1425MI).&L-W (-ZC)(-NA)(2401) DRAWING NOTES: MODULE RATED A?- 2 8 0 y V SOLARY40RLD NODULES HAVE A CLA55 'A' FIRE RATING) MULTIPLY BY QTY. OF MODULES:130 ARRAY SYSTEM 512F• 8. 4 k W 5YSTEM AZIMUTH�� 180', 270. ROOF PITCH: 1 2'- 3/12 MOUNTING HEIGHT: 2—STORY ORIENTATION OPTIONS ARE PRELIMINARY, AND ARE SUBJECT TO REV15ION FOR OPTIMAL USE. SOLAR ARRAY LOCATIONS ARE TO BE REVIEWED AND APPROVED BY OWNER AND/OR ARCHITECT OF RECORD TO VERIFY 5Y5TEM LOCATION, FOR VENTILATION OBSTRUCTION AND P05515LE RELOCATION OF VENT AND/OR PIPE JACK5. FIELD VERIFICATION OF ROOF STRUCTURE, AND SOLAR ARRAY LOCATION 15 REQUIRED PRIOR TO INSTALLATION FOR ALL EXISTING STRUCTURES WHERE NEW 50LAR ARRAYS ARE TO BE INSTALLED. INFORMATION �� i ��� `N40— PERMITTING EBERG 910/152015 �OFLA '1 THWN-2 IN INSTALL NEW ' SAFETY DEPT ENPHASE AG ENGAGE GABLE Ti -M-2 IN g I LD A N G& a B IN FREE AIR `1 F' EMT 100 A RATED 3/4" EMT NFA, IF NO !� LI = BLACK, L2 = RED, N = NHITE AWG #8 SOLAR LOAD Aye #6 EXISTING G = GREEN LI = BLACK CENTER LI = BLACK GROUNDI EGG = AWG #6 BARE CU (RAILS) L2 = RED SQUARE D L2 = RED ELEGTROD FOR CON TRUCTION N = WHITE HOM612LIOORB N = WHITE LLo AW6 08 120/240 V AWG 08 BRANCH CIRCUIT #I, Isc = 15 A G - GREEN LABELED G = GREEN BRANCH CIRCUIT #2, Isc = 15 A "SOLAR ONLY" BY PLAN DATES © 2015 PETERSENDEAN SOLAR a M ROOFING INC., ALL RIGHTS RESERVED ■ .PEMRSENDEAN; 1100FING AND:SOUS STSTEMS: CAUTION - 1030 CONTAINER CIRCLE RIVERSIDE, CA 92909 P, (SSU 376-4890 - 4-tr.-can-CA LICENSE No. 468117 C-10 a C-46 POWER TO THIS BUILDING IS ALSO SUPPLIED PRO ELT FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: NELSON RESIDENCE GRAND TRA VERSE AVE 50800 GRAND TRAVERSE AVE LA QUINTA, CA 92253 106 # 26622.00 RIVEWAY SOLAR LOAD CENTER' JURISDICTION: AG DISCONNECT LA QUINTA, CITY OF MAIN PANEL 4 METER Q MAIN 5ERVICE (30)EIOLARWORLA SW280MONO BLK DISCONNECT (m B ROE MY506a4m w (.ZCXAW4" SOLAR PV BON ROOF BACKYARD wL.p MAP PLACARD ® 2014 PETMQSM DEAN ADORN& . SOLAR SY57015, INC• ALL RISIRS RESERVED IN TNG EVENT Or WAllTHORIQp yx Or TNCSE SNov DRAwINbs 5Y A SHALL HOLD NARI4ESD RpOrINe .SOLAR ST•STEMS, INC., ITD pll¢GTpRs, oTIC,ERs, .baTD ANp aTI.OYG'D, ASSIONn AND ANr RELATED 'voone oR ExTIT1EA i M PETERSENDEAN I SawrterRoofs m . Soiar &ww . se yjm j 1820 CONTAINER CIRCLE F�kVERVDE, GA P 951) 2 8 lO r' '.pate on ' on.com IGEN E 46811'1 G-10 G r JEGT NAM r NELSON RESIDENCE 50800 GRAND TRAVERSE AVE LA QUINTA, CA 92253 JOB # 26622.00 JURISDICTION: LA QUINTA, CITY OF (30) SOLARWORLD SW280MONO BLK (30) ENPHASE M250E0.21LL-M (•ZC)(.NA)(24M DRAWING NOTES: i i MODULE RATED AT 2 `-' 0 W (SOLARAORLD MODULE5 HAVE A CL--% W FIRE RATINW MULTIPLY BY QTY. OF MODULES:II30 ARRAY SYSTEM SIZE 8. 4 K W SYSTEM AZIMUTH.180`, 270' ROOF PITCH: 1 2 °= 3/12 MOUNTING HEIGHT: 2—STORY ORIENTATION OPTIONS ARE PRELIMINARY, AND ARE SUBJECT TO REV15ION FOR OPTIMAL USE. SOLAR ARRAY LOCATIONS ARE TO BE REVIEWED AND APPROVED BY OWNER AND/OR ARCHITECT OF RECORD TO VERIFY SYSTEM LOCATION, FOR VENTILATION OBSTRUCTION AND POSSIBLE RELOCATION OF VENT AND/OR PIPE JACKS. FIELD VERIFICATION OF ROOF STRUCTURE, AND SOLAR ARRAY LOCATION 15 REQUIRED PRIOR TO INSTALLATION FOR ALL EXISTING STRUCTURES WHERE NEW 50LAR ARRAYS ARE TO BE INSTALLED. ARGHITECT/FIELD DRAWING INFORMATION cm PERMrMNG EBERG 10/152015 IPV -4 - PLAN © 2015 PETERSENDEAN SOLAR 8 ROOFING INC., ALL R16HT5 RESERVED